Permits Division

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   ABSTRACTS OF INDUSTRIAL NPDES PERMITS
              James  D. Gallup
      Chief, Technical Support  Branch
               Harry M.  Thron
               Proj ect Manager
Chief, Technical Program Development Section
   Office of Water Enforcement and Permits
              Permits Division
          Technical Support Branch
    U.S. Environmental Protection Agency
          Washington,  D.C.   20460
        Fifth Edition - October 1989

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This fifth edition of Abstracts of Industrial NPDES Permits was
prepared by ERC Environmental and Energy Services Co. of Reston,
Virginia, under contract to the U.S. Environmental Protection
Agency Technical Support Branch.  The EPA Project Manager is
Harry M. Thron, Chief, Technical Program Development Section.


The contact for further information is;

ERC Environmental and Energy Services Co.
11260 Roger Bacon Drive
Reston, VA  22090
703-471-5550
703-471-6026 (FAX)
                                11  •..,..- -      - -;


                   Fifth Edition - October 1989

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                             PREFACE      . .  .   '.


     Abstracts of Industrial NPDES  Permits  provides rapid access
to information contained in approximately 473  industrial wastewater
discharge permits issued by EPA and State permitting authorities.
The  abstracts  are  intended  primarily  to  illustrate  various
permitting techniques; show similarities and  differences in permit
effluent  limits  and  monitoring  frequencies;  and  demonstrate
applications of specialized permitting tools  such as biomonitoring
and best management practices.

     The data and limitations contained in these permit abstracts
are not  directly transferable to permits for similar industrial
facilities without  a careful, case-by-case  consideration of all
relevant  factors.    Permits  for  facilities  in   industries  not
regulated by national effluent limitations guidelines are based on
the best professional judgment (BPJ) of the permit writer.  These
BPJ-based  permits  may vary,  even  within  the same  industrial
category, because of the factors prevailing  at a particular plant
or  locality  which  the permitting  authority must consider.   In
addition, State water quality standards may  require that controls
be  imposed  for  certain  pollutants  more  stringent  that  those
dictated by the national effluent guidelines.  Consequently, some
of the permit limitations that are based on water quality standards
may be more stringent than  necessary  for other dischargers.
                                in

                   Fifth Edition - October 1989

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                             FOREWORD                       ,


     The fifth edition of Abstracts of Industrial NPDES Permits is
a convenient desk-top reference for permit engineers.  The volume
is also expected to be  of interest to  environmental managers and
others in the engineering, research and academic communities with
an interest in industrial wastewater treatment.  Each abstract in
the file  is  a summary  of  an actual  NPDES permit  condensed to a
standardized  one-page  format for  quick  review.    Readers  are
encouraged to obtain the complete permit  and fact  sheet for more
details and are referred to  the  Environmental Permit Regulations
in the Federal Register  (40 CFR 122-125) for a description of the
NPDES permitting process.                                 V

     The file of permit abstracts features:

     o    permits in all of the primary and many of the secondary
          industries

     o    permits from all EPA Regions and most NPDES States

     o    a  Keyword  Index  to  locate  principal   items  in  the
          abstracts (i.e., chromium treatment)

     o    a  quick reference  alphabetical listing  of  companies,
          manufacturing processes, and treatment technologies

     o    other  indexes  including  Effluent  Guidelines,  General
          Pollutant, Priority Pollutant, and Receiving Water

     o    illustrations of several permitting techniques including
          effluent limitations guidelines, water quality and best
          professional  judgment-based permits

     o    applications   of   special  permit  conditions  such  as
          biomonitoring or best management practices

     An annual supplement is  published and distributed to the NPDES
Permitting Authorities.  Your comments  and suggestions are welcome
and may be addressed to:

          Chief, Technical Support Branch
          Environmental Protection Agency
          Office of Water Enforcement & Permits
          Permits Division (EN-336)
          401 M Street,  S.W.                    ;:
          Washington, D.C.   20460

          FTS:  475-9537        Commercial:   (202)  475-9537
                                IV

                   Fifth Edition,- October 1989

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                        TABLE OF CONTENTS
                                                          Page



Preface  ............  	  ....  iii



Foreword	  .  iv



Contents ..........  	  .  .  v



Part A - List of Permits  .  .  .  .  .	  .  .  .  .  1 to 13



Part B - List of Companies	1 to 13



Part C - Permit Abstracts   (in  alphanumeric order by  state)



Part D - Keyword Index  .  .  .  .  .  .-.....'	  .1 to 41



Part E - Effluent Guidelines  Index  .  .  .  .  .  .  .  .  .  .  .  1 to 6



Part F - Priority Pollutant Index  .  .  .  ...  .  .  .  .  .  1 to 17



Part G - General Pollutant  Index  .  .....  .  .  .  .  .  .  .  .  .  1 to 14



Part H - Receiving Water  Index	  .  .  .  .  .  1 to 14
                                v



                   Fifth Edition - October 1989

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                   ABSTRACTS OF INDUSTRIAL NPDES PERMITS


                              LIST OF PERMITS

                                 - Part A -
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
AK0000396
AK0000663
AK0000680
AK0000841
AK0001015
AK0023248
AK0026662
AK0027511
AK0035165
AK0037303
AK0038652
AK0043206
AL0000108
AL0000213
AL0000302
AL0000841
AL0001597
AL0001970
ALOO02666
AL0002801
AL0003115
AL0003247
AL0003891
AL0022314
AL0026328
AL0029378
AL0046370
AL0054704
AL0055239
AR0000582
AR0000680
AR0001147
AR0001449
AR0036544
AR0037770
                    Cook Inlet Pipeline Company
                    St. Elias Ocean Products
                    Dutch Harbor Seafoods             :
                    Tesoro Alaska Petroleum Company
                    Whitney-Fidalgo Seafoods, Inc.
                    Alyeska Pipeline Service Co.
                    International Seafoods of Alaska
                    Woodstock Die Casting
                    Pacific Coast Molybdenum
                    Trident Seafoods Corporation
                    Cominco Alaska, Inc - Red Dog Mine
                    Roranda Mining Inc.
                    Amoco chemical Co.
                    Diamond Shamrock Chemicals
                    Fruehauf Corporation
                    Reichhold Chemicals, Inc.
                    E.I. Duppnt lellemours & Co.
                    ICI Americas, Inc.
                    Union Carbide Corp., Linda Division
                    Scott Paper Co.
                    Union Camp Corporation
                    Sloss Industries Corp.
                    TVA-National Fertilizer Development Center
                    Mead Paper
                    Kerr McGee Corporation
                    American Cast Iron Pipe Co.
                    Allied Products Co./Grayhill-Nunnaly Mine
                    General Electric Company
                    Gulf States Steel, Inc.
                    Alcoa
                    Great Lakes Chemical Corporation
                    Arkansas Power & light Co.
                    (Lake Catherine Power Station)
                    Teletype Corporation
                    Union Carbide Corporation
                    CPS Chemical Co.,  Inc.
36.  AZ0022144
Energy Fuels Nuclear

                 1

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37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55.
56.
57.
58.
59.
60.
61.
62.
63.
64.
65.
66.
67.
68,
69.
70.
71.
72.
CA0004111
CA0004464
CA0004839
CA0005096
CA0005134
CA0006165
CA0029491
CA0055115
CA0057177
CA0081787
CO 0000248
CO 0000591
CO 0001121
CO 0001147
CO 0032158
CO 0033537
CO 0035394
CO 0036897
CO 0041351
CO 0041360
CT0000515
CT0001007
CT0001457
CT0001708
CT0002101
CT0002437
CT0003671
DE0000051
EL0001040
FL0002488
FL0002593
F10002771
FL0034690
FL0037338
FL0037869
FL0037923
         List of Permits
Aerojet-General Corp.
J & M Pipe Co.
Ttihbey-Cwens-Ford Co.
Pacific Refining Co.
Chevron USA
Chevron Chemical Co.
General Chemical Corp.
Stauffer Chemical Co.
Siguetics Corp.
Golden West Refining Co.
Powerine Oil Co.
Marley Cooling Tower Co.
AMAX, Inc.  ,
Res-ASARCO
Public Service Company of Colorado
Conoco, Inc.
Eastman Kodak Co.
Coors Porcelain Co.
AMAX, Inc.
IBM Corporation
Western Sugar Co.
Western Sugar Co.
O.Z./Gedney Company
Robertshaw Controls Company
Whyco Chromium Company, Inc.
General Electric
William Prym, Inc.
Wallace Silversmiths, Inc.
WaterburyBuckle Co.  .
E.I. DuPont - Edge Moor
Union Camp Corp.
Monsanto Textiles Co.
America-Cyanamid Co. Fiber Division
Cleaners Hanger Co,
Harris Corporation, Semiconductor Division
RCA Corporation
St. Johns River Power Park
Chloride Inc. - Metals Division

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73.
74.
75.
76.
77.
78.
79.
80.
81.
82.
83.
84.
85.
86.
87.
88.
89.
90.
91.
92.
93.
94.
95.
96.
97.
98.
99.
100.
101.
102.
103.
104.
105.
106.
107.
108.
109.
110.
111.
GA0000124
GA0000329
GA0000507
GA0001201
GA0001619
GA0001791
GA0002071
GA0002160
GA0002356
GA0003646
GA0003778
GA0004120
GA0004332
GA0024104
GA0026735
GA0049336
HI0000191
HT0000281
HIQ021059
IA0000191
IA0002089
IA0003387
IA0003522
IA0003611
IA0003620
ID0000167
ID0000809
ID0000892
ID0000957
ID0001163
ID0001180
ID0025259
ID0026468
IL0000744
IL0001244
IL0001350
IL0001384
IL0001414
IL0001724
         List of Permits
Tifton Alxminum
Goodyear Tire & Rubber Company
William L. Bonnell Company, Inc.
Great Southern Paper Co.
Merck and Co.                    •
Chicopee
Columbia Nitrogen Corporation
DSM Chemicals Augusta, Inc.
Columbia Nitrogen Corporation
Ksmira, Inc.
Forstmann & Company, Inc.
Georgia Power Company
Amoco Oil Co..
Fieldcrest Cannon, Inc.
Amercord, Inc.
Procter & Gamble Cellulose Company
Hilo Coast Processing Co.
C & H Sugar Co.
Marine Culture Enterprises
Quantum Chemical Corporation
Oscar Mayer Food Corp.
Chevron Chemical Co.
Hawkeye Chemical Co.
Iowa-Illinois Gas & Electric Co.
Riverside Generation Plant
ATM Corn Sweeteners
Hecla Mining Co.
ID Fish & Game
Clear Springs Trout Co.
Blue Lakes Trout Farm
Potlatch Corporation
Del Monte Corp.
Noranda Mining Co.
Sunbeam Mining Corporation
Cablec Corp.
Clark Oil and Refining Corp.
Harden, Inc.
Libbey-OwensrFord, Glass, Inc.
Caterpillar Tractor Co.
American Nickeloid Conpany

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112.  HJ0001767
113.
114.
115.
116.
117.
118.
119.
120.
121.
122.
123.
124.
125.
126.
127.
128.
129.
130.
131.
132.
133.
134.
135.
136.
137.
138.
139.
140.
141.
142.
143.
144.
145.
146.
147.
148.
149.
150.
151.
152.
153.
154.
IL0001830
IL0002267
IL0002356
3U0002453
IL0002691
IL0002861
IL0003115
HJ0003140
IL0003417
IL0003794
IL0004219
IL0024074
IL0033863
ZL0034622
IN0000027
IN0000108
IN0000116
IN0000205
IN0000329
IN0000639
IN0000655
IN0001350
IN0001414
IN0001929
IN0002666
IN0002861
IN0002887
IN0003573
IN0003581
IN0045284
IN0054267
KY0001431
KY0002119
KY0002780
KY0003484
KY0003514
KY0003603
KY0003701
KY0003778
KY0003786
KY0064645
KY0073237
                              List of Permits
ETI Explosives Technologies International,
Inc.
Caterpillar Tractor Co.
Outboard Marine Corp. 115.
Revere Copper and Brass, Inc.
Stepan Chemical Co.
U.S. Steel - South Works
Mobil Oil Corporation
Del Monte
Minnesota Mining and Manufacturing Co.
Del Monte Corp.
Northwestern Steel and Wire
Texaco, Inc.
Travenol labs
Allied Corp. - Woodstock
Reichhold Chemicals, Inc.
                     American Maize Products Company
                     Amoco Oil Co.                  ,
                     Michigan City Generating Station
                     LTV Steel Company, Inc.
                     E.I. DuPont de Nemours and Co.
                     Universal Tool and Stamping
                     ITT Aerospace Optical Division
                     Container Corporation of America
                     Flexel, Inc.
                     Dana Corporation, Perfect Circle Division
                     Moser Leather Company, Inc.
                     Eli Lilly & Co., Tippecanoe Labs
                     Indianapolis Power & Light Co.
                     GM Corp. - Central Foundry Div.
                     Pfizer, Inc.             ,      .  :        :
                     Allegheny Ludlum Steel Corp.
                     Northern Coal Company, Inc.
                     M & T Chemicals
                     Olin Corporation
                     Stauffer Chemical Company
                     B.F. Goodrich Chemical Co.
                     Air Products and Chemicals, Inc.
                     Pennwalt Corporation
                     GAP Corporation
                     National Standard Company
                     USM Corporation, Povet Division
                     Kentucky Agricultural Energy Corporation
                     ARMCO Const.
                                      4

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155.
156.
157.
158.
159.
160.
161.
162.
163.
164.
165.
166.
167.
168.
169.
170.
171.
172.
173.
174.
175.
176.
177.
178.
179.
180.
181.
182.
183.
184.
185.
186.
187.
188.
189.
190.
191.
192.
193.
194.
LA0000060
IA0000761
LA0000841
IA0000868
LA0000892
IA0000914
IA0002771
LA0003115
IA0003191
IA0003280
IA0003441
IA0003689
IA0003824
LA0003905
IA0004464
IA0004740
IA0005291
IA0005479
IA0005487
IA0005606
IA0005851
IA0041718
IA0049492
IA0051942
IA0051993
IA0054828
IA0059846
LA0059901
MA0000442
MA0001414
MA0001554
MA0001571
MA0002151
MA0003077
MA0003361
MA0004600
MA0022225
MA0026646
MA0026735
MA0103128
         list of Permits
Arondale Shipyards, Inc.
PPG Industries, Inc.
Exxon Chemicals Americas
Westvacp Corp.
Rubicon Chemicals, Inc.
Copolymer Rubber & Chemical Corp.
E.I. DuPont - Burnside
BP Oil Co. - Alliance Refinery
Louisiana Power & Light Co.,
Little Gypsy Power Plant
Air Products & Chemicals, Inc.
Melamine Chemicals Co.
Himont USA, Inc.
Firestone Synthetic Rubber and Latex Co.
Louisiana Chemicals & Polymers
Schuylkill Metals Corp.
Sea Shrimp Co.
Witco Chemical Corporation
Allied Chemical Corp.,
Baton Rouge Polyolefins Plant
Ciba-Geigy
Ormet Corp.
Gulf States Utilities Co.,
Willow Glen Power Plant
Hooker Industrial Chemicals Division
Kaiser Aluminum and Chemical Corporation
Loop Inc.
Hill Petroleum Co.
Clark Oil - Mt. Airy Refinery
Waste Management, Inc.
B.F. Goodrich Chem.
Freeport Uranium Recovery Company
Polysar, Inc. - Resins Division
Raytheon Company
F.B. Rogers Silver Company, Inc.
Columbia Manufacturing Co.
Worcester Tool and Stamping Co., Inc.
Nye's JapEnameLac, Inc.
American Optical Corp.
Reliable Electroplating, Inc.
Exxon Company, USA
Princess House
C.G. Manufacturing,  Inc.
Massachusetts Water  Resources Authority

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195.
196.
197.
198.
199.
200.
201.
202.
203.
204.
205.
206.
207.
208.
209.
210.
211.
212.
213.
214.
215.
216.
217.
218.

219.
220.
221.
222.
223.
224.
225.
226.
227.
228.
229.
230.
231.
232.
233.
234.
MD0000094
MD0000311
MD0000345
MD0000981
MD0001155
MD0001252
MD0001261
MD0001279
MD0002429
MD0002658
MD0003247
MD0054321
MD0055182
ME0000639
ME0001406
ME0002216
ME0022985
MO 0000281
MO 0000370
MO 0001121
MO 0001881
MO 0002411
MO 0002534
MO 0004782
MO 0004863
MO 0093521
MS0000191
MS0000213
MS0000574
MS0000671
MS0001775
MS0001783
MS0001970
MS0002020
MS0002232
MS0002925
MS0002941
MS0003042
MS0003212
MS0026140
MS0027995
          List of Permits
Delmarva Power emd Light Co.
W.R. Grace Si Co.,  Davison  Chemical  Div.
Nuodex,  Inc.
Eastern  Stainless  Corp.
General  Electric Co.
Mbbay Corp.  - PEMCO Products
SCM Chemicals,  Inc..
SCM Glidco Organics Corp.
Eastalco .Aluminum  Co.
Potomac  Electric Power Co.
Eastern  Shore Rendering  Company
Baltimore  Gas,& Electric Co,.
Mettiki  Coal Corp.
LCP Chemicals and Plastics
Maremont Corp.,  Saco Defense
A.E.  Staley Maniifacturing Co.
Watts Fluidair,  Inc.
St. Joe Lead Company
Carondelet Coke Corp.
ASARCO,  Inc.
Frank R. Milliken Mine
Vickers Corp.
National Starch & Chemical Corp.
McDonnell  Douglas,Corp.
U.S.  Department of Energy
Loxcreen Company
        (Vicksburg)
        (Natchez)
Inc.
International Paper Co.
International Paper Co.
MS Chemical Corp.
Textron, Inc.
Morton Thiokol,
Bryan Food
Vista Polymers
Sterling Drug,
Ksrr-McGee Chemical .Corp.
Mississippi Power Co. , Jack Watson Plant
Georgia-Pacific Corp.
Masonite Corp.
Corhart Refractories Corp.
R&R Processors, Inc.
Cedar Chemical Corp.

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235.
236.
237.
238.
239.
240.
241.
242.
243.
244.
245.
246.
247.
248.
249.
250.
251.
252.
253.
254.
255.
256.
257.
258.
259.
260.
261.
262.
263.
264.
265.
266.
267.
268.
269.
270.
MS0028258
MS0031704
MT0000035
MT0000248
MT0000447
MT0026336
NC0000892
NC0003450
NC0003522
NC0004243
NC0004260
NC0004952
NC0005266
NC0006548
NC0007285
NC0023710
NC0024350
NC0035661
NC0042501
NC0051161
NC0058297
NC0068004
NC0072648
ND0000248
ND0000370
ND0024368
NE0000019
NE0000060
NE0000507
NE0000647
NE0000701
NE0001210
NE0026565
NH0000396
NH0000469
NH0001023
         In* st.. of Permits
Southern Miss. Electric Power Assoc.,
Purvis Station
Leaf River Forest Products, Inc.
Stone Container Corp.
Holly Sugar Co.
Exxon Company, USA
Frontier Metals
Chembond Corporation
J.P. Stevens and Company,. Inc.
West Point-Pepperell, Inc.
American Thread Co.
Precision Seals, Inc.
Celanese Fiber Inc.
AbitiM-Price Corporation
Wayne Poultry
Barbour Boat Works, Inc.
Perm Elastic Co.
City Gas & Transmission
North State Knitting Co.
Triad Terminal Company
Plantation Pipe Line Company  ,
Cogentrix Company
Wilmington Shipyards, Inc.
Gant Oil Co.
Amoco Oil Co.
Minnkota Power Cooperative Inc.
Square Butte Electxic Cooperative
Minn-Dak Farmers Cooperative
Petersen Manufacturing Company
Phillips Chemical Company
AT&T Technologies, Inc.
Behlen Manufacturing Co.
Dorsey Laboratories
Monroe Auto Equipment Co.
Vaimont Industries, Inc.
Mohawk Associates, Inc.
Spaulding Fiber Co.
Arwood Corporation

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271.
272.
273.
274.
275.
276.
277.
278.
279.
280.
281.
282.
283.
284.
285.
286.
287.
288.
289.
290.
291.
292.
293.
294.
NH0001279
NH0001325
NH0001341
NH0021148
NH0021172
NH0021229
NJ0000540
NJ0000787
NJ0000957
NJ0002640
NJ0002666
NJ0003166
NJ0003867
NJ0004006
NJ0004120
NJ0004286
NJ0004308
NJ0004391
NJ0004952
NJ0005100
NJ0005240
NJ0005746
NJ0029327
NJ0030406
                              List of Permits
                     Dartmouth Woolen Mills
                     GTE Sylvania, Inc.         •
                     General Electric Company
                     Janco Incorporated
                     Enviro Systems, Inc.
                     American Metal Fabricators, Inc.
                     Ciba-Geigy Corp.
                     Octagon Process, Inc.
                     Colgate Palmolive Company
                     E.I. DuPont     '         .
                     Carter^Wallace     .:
                     Allied Corporation, Industrial Chemical Div.
                     C.P. Chemicals, inc.
                     J.T. Baker Chemical Co.
                     Ciba-Geigy Corp.
                     B.F. Goodrich Chemical Group
                     Richman Ice Cream Co.
                     Tenneco Polymers, Inc.   ,
                     Hoffman-LaRoche, Incl'
                     E.I. DuPont-Deepwater       '   ,  ^
                     Rollins Environmental Services
                     Mineral Recovery, Inc.          ,
                     Peerless Tube Co.
                     Tomah Products
295.  NM0028100
                     Chevron Resources Company
296.  NY0000345
297.  NY0001228
298.  NY0001732
299.  NY0007048
300.  NY0007269
                     FMC Corp.
                     Phillips ECG, Inc.
                     Alcoa
                     General Electric
                     Burrows Paper Co.
301.  OH0000493
302.  OH0000523
303.  CH0000965
304.  OH0003051
305.  OH0005142
306.  OH0006327
307.  OH0009261
                     SCM Corporation (Plant #2)
                     SCM Corporation: (Plant #1)
                     Whirlpool Corp. ,  Clyde
                     Imperial Clevite
                     Magic Chef, Inc.
                     E.I. DuPont - Circleville
                     Dayton Power and Light Co. ,
                     O.H. Hutchings Station
                                      8

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308.
309.
310.
311.
312.
313.
314.
315.
316.
317.
318.
319.
320.
321.
322.
323.
324.
325.
326.
327.
328.
329.
330.
331.
332.
333.
334.
335.
336.
337.
338.
339.
340.
341.
342.
343.
344.
OK0000191
OK0001031
OK0001643
OK0002429
OK0034321
OR0000060
OR0000141
OR0000221
OR0000515
OR0000566
OR0001074
OR0001112
OR0001589
OR0001597
OR0001627
OR0001635
OR0001708
OR0002402
OR0002542
OR0030589
OR0030929
OR2021857
PA0005444
PA0008419
PA0008800
PA0008885
PA0009202
PA0009300
PA0010987
PA0011100
PA0011371
PA0011894
PA0012637
PA0044920
PR0021407
PR0023329
PR0023451
                             list of Permits
                    Sequoyah Fuels Corporation
                    Conoco Chemical Co.
                    Fansteel Metals
                    Public Service Company of Oklahoma, Riverside
                    Power Station
                    Fort Howard Paper Company
                    Reynolds Metals Company
                    Tillamook County Creamery Assoc.
                    International Paper Co.
                    Weyerhaeuser Co., Springfield
                    Smurfit Newspring Corp.
                    Pope and Talbot Pulp, Inc.
                    Teledyne Industries, Inc.
                    Tektronix
                    Perinwalt Corp.
                    Nickel Mountain Resources Co.
                    Chevron Chemical Co.,
                    Northwest Muininum Co.
                    Ore-ida Foods, Inc.
                    Weyerhaeuser Co., KLamath Falls
                    Wacker Sittronic Corp.
                    Intel Corp.
                    Chembond Corp.
                    Westinghouse Electric Co.          ;
                    Merck and Company,  Inc.
                    Westfield Tanning Company
                    Procter & Gamble Paper Prod.
                    Cerro Metal Products
                    Howes leather Co.    ;
                    Tobyhanna Army Depot
                    AT&T Technologies,  Inc.
                    Baldwin Hardware Manufacturing Corp.
                    American Clean Tile Company,  Inc.
                    BP Oil
                    Lehighton Electronics, Inc.
                     Syntex (F.P.)  Inc.
                     Caribbean Ref rescos
                     Warner-Lambert, Inc.
345.  RI0001139
346.  RI0001180
Bostitch-Stanley
GTE Products Co.

-------
347.
348.
349.
350.
351.
352.
353.
354.
355.
356.
357.
358.
359.
360.
361.
362.
363.
364.
365.
366.
367.
368.
369.
370.
371.
372.
373.
374.
375.
376.
377.
RI0021539
RI0021610
SC0000302
SC0000914
SC0001015
SC0001180
SC0001333
SC0001368
SC0001473
SC0001490
SC0001830
SC0001848
SC0001856
SC0001872
SC0002151
SC0002453
SC0002780
SC0002798
SC0003255
SC0003441
SC0004286
SC0024554
SC0026506
SC0033022
SC0037770
SC0037826
SC0038121
SC0038148
SC0038555
SC0040517
SC0042188
                              List of Permits
                     Robert E. Derecktor of Rhode Island
                     Aqua KLeen Inc.
                     BASF Fibers
                     Venture Chemicals

                     Bowater Carolina Co.
                     Ethyl Corp.
                     Carolina Eastman Company
                     Cone Mills Corporation
                     Union Carbide/Linden Division
                     Reeves Brothers/Bishopville
                     Finishing Plant
                     Westinghouse Electric Corp.
                     Westinghouse Electric Corp.
                     Exide Corporation
                     AVM, Inc.
                     J.P. Stevens & Co., Inc.
                     Spartan Mills, Spartex Mills Div.
                     Wolverine Brass Works
                     Hoechst Fibers Inc.
                     Spring Mills, Inc.
                     Mobay Chemical Corporation
                     Square D Co., Inc.
                     Cooper Industries
                     E.I. DuPont de Nemours & Co., Inc.
                     Detyens Shipyard, Inc.
                     Swygert Shipyard & Drydock
                     Specialty Industrial Products, Inc.
                     Union Camp Corp.
                     Braswell Shipyard, Inc.
                     Airco Carbon, Inc.
                     Thermal Oxidation Corp. Inc.
                     Williamette Industries, Inc.
                             Micarta Div.
                             Nuclear Fuel Div.
378.  SD0000299
USGS EROS Data Center
379.  TN0000264      Consolidated Alximinum Corp.
380.  TOJ0000442      Alpha Resins Corporation
381.  TO0001457      Union Carbide Corporation
382.  TN0001465      E.I. DuPont - New Johnsonville
383.  TN0001473      Murray Ohio Manf.
384.  IN0001619      Rhone-Poulenc, Inc.
385.  TN0001759      Asarco, Inc. - Immel Mine
386.  IN0001899      Ball Corp., Zinc Products Division
387.  3N0002330      Holliston, Inc.
388.  TN0002461      Olin Cop.

                                     10

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389.  TN0002640
390.  TN0003425
391.  TN0027677
392.  TN0027715
393.  TN0029378
                              List of Permits
               Tennessee Eastman Co.
               Stauffer Chemical Co.
               Asarco, Inc. - Young Mill
               Rayovac Materials Division
               Stauffer Chemical Co.
394.  TX0000086
395.  TX0003531
396.  TX0003573
397.
398.
399.
400.
401.
402.
403.
404.
405.
406.
407.
408.
409.
410.
411.
412.
413.
TX0003654
TX0003948
TX0004227
TX0005576
TX0006271
TX0007021
TX0007439
TX0007862
TX0008761
TX0008907
TX0009105
TX0052825
TX0055107
TX0064912
1X0077593
TX0091855
TX0094498
Texas Utilities Generating Co.
Cyondell Petrochemical Co.
Central Power & Light Co.,
E.S.. Joslin Power Plant
Polysar Gulf Coast
Chevron Chemical Co.
Mobile Chemical Co.
Reichhold Chemicals, Inc.
Exxon Corp.
Exxon Chemical Americas
SDS Biotech Corp.
Independent Refining Corp.
Nalco Chemical Company
E.I. DuPont•— Ingleside
Comico American, Inc.
Pennwalt Corporation
Stroh Brewery
Hoffman - La Roche
Syngas Co.
CHEMIANK       .   .    '  /' •
Uranium Resources,  Inc.
 414.  UT0000507
 415.  UT0000531
               Phillips Petroleum Co., Woods Cross Refinery
               Eastmen Christian, inc.
 416.  VA0001015     Appalachian Power Co.
 417.  VA0001295     Westpoint Pepperell
 418.  VA0001660     U.S.  Gypsum Company                      ;,.
 419.  VA0002160     E.I.  DuPont de Nemours  & Co., Inc.
 420.  VA0003051     Virginia Dyeing and Finishing Corporation
 421.  VA0003433     Hercules,  Inc.
 422.  VA0003654     BASF  Corp.  -  FiJDers Div.
 423.  VA0003697     Babcock & Wilcox Co.,. - Naval Nuclear
                     Fuel  Div.
 424.  VA0004677     Burlington Industries,  Inc.
 425.  VA0004804     Newport News  Shipbuilding  &  Drydock Co.
 426.  VA0005215     Norfolk Naval Shipyard
 427.  VA0005291     Allied Corp.
 428.  VA0005312     Allied Corp.

                                     11

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429.  VA0026557
430.  YA0050822
                              List of Permits
Phillip Morris, Park 500 Division
J.P. Stevens & Co., Inc.
431.
432.
433.
434.
435.
436.
437.
438.
439.
440.
441.
442.
443.
444.
445.
446.
447.
448.
449.
450,
451.
452.
453.
454.
455.
456.
457.
458.
459.
460.
461.
462.
463.
464.
465.
466.
467.
468.
WA0000078
WA0000230
WA0000264
WA0000281
WA0000299
WA0000540
WA0000621
WA0000680
WA0000809
WA0000825
WA0000931
WA0001040
WA0001091
WA0002062
WA0003000
WA0021954
WA0025721
WA0030899
WA0037265
WI0001309
WI0002798
WI0002810
WI0003620
WI0037991
WI0043583
WI0054500
WV0000116
WV0000779
WV0000787
WV0000868
WV0001261
WV0001805
WV0002542
WV0004405
WV0004626
WV0005169
WV0005533
WV0023281
                     Longview Fiber Co.
                     Pendleton Woolen Mills
                     Boise Cascade Corp.
                     Kalama Chemicals, Inc.
                     ALCOA, Vancouver Works
                     Commonwealth Aluminum Co.
                     Scott Paper Co.
                     Alcoa
                     Weyerhaeuser Corp.
                     Inland Empire Paper Co.
                     Kaiser Aluminum and Chemical Corp.
                     Boise Cascade Corp.
                     Georgia-Pacific
                     Puget Sound Naval Shipyard
                     Weyerhaeuser Corp.
                     Dept. of Defense - Fort Lewis
                     Dawn Mining Co.
                     Marine Power & Equipment Co., Inc.
                     Occidental Chemical Corp.
                     Kbhler Co.
                     Superior Fiber Products,  Inc.
                     Nekoosa Packaging Corp.
                     Nekoosa Papers, Inc.
                     Consolidated Papers,  Inc.
                     Wisconsin Electric Power Co.
                     Metallics,  Inc.
                     Guyan Machinery
                     Kaiser Aluminum
                     American Cynamid
                     Monsanto
                     Kellwood Co.
                     Quaker State Oil
                     Allied Chemical Corp.
                     L.C.P. Chemicals
                     Quaker State
                     Mobay Chemical  Corp.
                     3M Company
                     Wheeling Pittsburgh Steel Corp.
                                    12

-------
                              List of Permits
469.  W¥0000442      Frontier Oil & Refining Co.
470.  WY0001546      Star Valley Cheese
471.  WY0003115      Pacificorp
472.  WY0025950      Pathfinder Mines Corp,
473.  WY0032590      Union Pacific Railroad Co.
                                      13

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                     ABSTRACTS OF INDUSTRIAL NPDES PERMITS
                               LIST OF OCMPANIES   ;

                                  - Fart B -

                     The following  alphabetical  list of
                 companies whose permits are included in 'the
                 Abstracts of  Industrial  NPDES  Permits is
                 intended to allow the  user to identify  a
                 particular company quickly as  well as to
                 determine which companies  are  represented in
                 the abstract file with more than one permit.
                 This  list  complements  the alphanumerical
                 listing of abstracts by permit number.
ADM Corn Sweeteners
   IA 3620

A.E. Staley Manufacturing Co.
   ME 2216

AT&T Technologies, Inc.
   PA 11100   NE 507

Abitibi-Price Corporation
   NC 5266

Aerojet - General Corp.
   CA 4111

Air Products & Chemicals, Inc.
   IA 3280

Airco Carbon,  Inc.
   SC 38555
Alcoa
   AR 582
   WA 680
NY 1732
WA 299
Allegheny Indium Steel Corp
   IN 45284
Allied Chemical Corp.
   AL 46370   IL 33863  IA 5479
   NJ 3166    VA 5291   VA 5312
   WV 2542

Alpha Resins Corporation
   TN 442

Alyeska Pipeline Service Co.
   AK 23248

Amax, Inc.        ;
   CO 248     CO 35394

Amercord, Inc.
   GA 26735

American Cast Iron Pipe Co.
   AL 29378

American Cyanamid Co.
   FL 2593    WV 787

American Maize Products Company
   IN 27

American Metal Fabricators, Inc.
   NH 21229

-------
                               List of Companies
American Nitikeloid Co.
   IL 1724

American Clean Tile Co., Inc.
   PA 11894

American Cptical Corporation
   MA 3361

American dread Company
   NC 4243

Amoco Chemical Co.
   AL 108

Amoco Oil Co.
   GA 4332    IN 108     ND 248

Appalachian Power Co.
   VA 1015

Aqua KLeen Inc.
   KT 21610

Arkansas Power & Light Co.
   AR 1147

Armco Const.
   K¥ 73237

Arwood Corporation
   NH 1023

Asarco,  Inc.
   CO 591     MO 1121     TN 1759
   TN 27677

AVM
   SC 1872

Avondale Shipyards, Inc.
   IA 60

BASF Corp. - Fibers Div.
   SC 302     VA 3654

B. F. Goodrich Chemical Co.
   TfX 3484    IA 59846   NJ 4286
Babcodc & Wilcox Co. -
Naval Nuclear Fuel Div.
  VA 3697

Baldwin Hardware Mfg.  Corp.
   PA 11371

Ball Corp.,
Zinc Products Div.
   TN 1899

Baltimore Gas and Electric Co.
   MD 54321

Barbour Boat Works, Inc.
   NC 7285

Behlen Mfg. Co.
   NE 647

Blue Lakes Trout Farm
   ID 957

Boise Cascade Corp.
   WA 264     WA 1040

Borden Chemical A & C
   IL 1350

Bostitch-Stanley
   RI 1139

Bowater Carolina Co.
   SC 1015

BP Oil Co.             -  •'
  PA 12637    IA 3115

Braswell Shipyard, Inc:.
   SC 38148

Bryori Foods
   MS 1783

Burlington Industries\, Inc.
   VA 4677

Burrows Paper Co.
   NY 7269

-------
                               list of Companies
C.G. Manufacturing, Inc.
   MA 26735

C & H Sugar
   HI 281

C.P. Chemicals, Inc.
   NJ 3867

Cablec Corporation
   IL 744

Carribbean Refrescos
   PR 23329

Carolina Eastman Co.
   SC 1333

Carondelet Coke  Corp.
   MO 370

Carter-Wallace    .  >
   NJ 2666

Caterpillar Tractor Co.
   IL 1414    IL 1830

Cedar Chemical Corp.
   MS 27995

Celanese Fiber Ind.
   NC 4952

Central Power &  Light  Co.
   TX 3573

Cepex Midwest
   NE 60

Cerro Metal Products
   PA 9202

Chembond Corporation
   NC 892
   OR 2021857

Chemtarik
   TX 91855
Chevron Chemical  Co.
   CA 5134    1A 3387    OR 1635
   TX 3948

Chevron Refinery
   CA 5134

Chevron Resources Co.
   NM 28100

Chicopee
   GA 0001791

Chloride Inc. - Metals Division
   FL 37923

Ciba-Geigy Corp.
   LA 5487    NJ 540     NJ 4120

City Gas & Transmission Corp.
   NC 24350

Clark Oil Co.
   IA 51993

Clark Oil and Refining Corp.
   IL 1244

Cleaners Hanger Co.
   FL 2771

Clear Springs Trout Co.
   ID 892

Cogentrix Company
   NC 58297

Colgate Palmolive Company
   NJ 957

Columbia Manufacturing Co.
   MA 1571

Columbia Nitrogen Corp.
   GA 2071    GA 2356

Cominco Alaska,  J_nc. - Red Dog Mine
   AK 38652

-------
                               list of Companies
Coninco American, Inc.
   TX. 9105

Caianonwealth Aluminum Co.
   WA 540

Con Agra, Inc.
   AK 27511

Cone Mills Corporation
   SC 1368

Conoco Chemicals Co.
   OK 1031

Conoco, Inc.
   CO 1147

Consolidated Aluminum Corporation
   TN 264

Consolidated Papers Inc.
   WI 37991

Container Corporation of America
   IN 1350

Cook Inlet Pipeline Co.
   AK 396

Cooper Industries
   SC 24554

Coors Porcelain Co.
   CO 33537

Copolymer Rubber & Chemical Corp.
   IA 914

Corhart Refractories Corp.
   MS 3212

Corn Products Co.
   MO 2534

CPS Chemical Co., Inc.
   AR 37770
Dana Corporation
   IN 1929

Dartmouth Woolen Mills
   NH 1279

Dawn Mining Co.
   WA 25721

Dayton Power and Light Co.
   OH 9261

Delmarva Power and Light Co.
   MD 94

Del Monte Corp.
   ID 1180    IL 3115    IL 3417

Dept. of Defense
   WA 21954

Detyens Shipyard, Inc.;
   SC 33022

Diamond Shamrock Chemicals
   AL 213

Dorsey Laboratories
   NE 701

DSM Chemicals Augusta,, Inc.
   GA 2160
DuPont
   AL 1597
   LA 2771
   OH 6327
   TX 8907
DE 51
NJ 2640
SC 26506
VA 2160
IN 329
NJ 5100
IN 1465
Dutch Harbor Seafoods
   AK 680

Eastalco Aluminum Co.
   MD 2429

Eastern Shore Rendering Co.
   MD 3247

-------
                               List of Companies
Eastern Stainless Corp.
   MD 981

Eastman Kodak Co.
   CO 32158

Eastmen Christian, Inc.
   UT 531

Eli Lilly  &  Co.
   IN 2861

Energy Fuels Nuclear
   AZ 22144

Enviro Systems, Inc.
   NH 21172

Ethyl Corp.
   SC 1180

El DuPont de Nemours & Company
   IN 329

ETI Explosives Technologies ;
International, Inc.
   IL 1767

Exide Corporation
   SC 1856

Exxon                         .
   IA 841      MA 22225    MT 447
   TX 6271     TX 7021

F.B. Rogers Silver Company
   MA 1554

FMC Corp.
   NY 345

Fansteel Metals
   OK 1643

Fieldcrest Cannon, Inc.
   GA 24104             ,
Firestone Synthetic Rubber and
Latex Co.
   LA 3824

Flexel, Inc.   .
   IN 1414

Forstmann & Co., Inc. .
   GA 3778

Fort Howard Paper Co.
   OK 34321

Frank R. Milliken Mine
   MO 1881

Freeport Uranium Recovery
   IA 59901

Frontier Metals
   MT 26336

Frontier Oil & Refining Co.
   WY 442

Fruehauf Corp.
   AL 302

GAF Corporation
   KY 3701

Gant Oil Coirpany
   NC 72648

Georgia-Pacific Corp.
   MS 2941    WA 1091

Georgia Power Co.
   GA 4120

General Chemical Corp.
   CA 5134

General Electric
   AL 54704   CT 1708    MD 1155
   NH 1341    NY 7048

-------
                               List of Companies
General Motors Corp.,
-Central Foundry Div.
   IN 3573

Golden West Refining Co.
   CA 55115

Goodyear Tire  and Rubber Co.
   GA 329

Great Lakes Chemical Corp.
   AR 680

Great Scuthern Paper Co.
   GA 1201

GTE Products
   NH 1325    RI 1180

Gulf Oil Chemicals  Co.
   LA 29963   TX 4839

Gulf States Utilities  Co.
   IA 5851

Gulf States Steel,  Inc.
   AL 55239

Guyan Machinery
   W 116

Harris Corporation
   FL 34690

Hawkeye Chemical Co.
   IA 3522

Helca Mining Co.
   ID 167

Hercules, Inc.
   VA 3433

Hill Petroleum Co.
   IA 51942

Himont USA, Inc.
   IA 3689
Hoechst Fibers Ind,
   SC 2798

Hoffman-La Roche,  Inc.,
   NT 4952    TX 64912

Holliston Inc.
   TN 2330

Holly Sugar Company
   MT 248

Howes Leather Company
   PA 9300

IEM Corporation
   CO 36897

ICE Americas, Inc.      »
   AL 1970

ID Fish and Game
   ID 809

Imperial Clevite
   OH 3051

Independent Refining torp.
   TX 7862

Indianapolis Power & Idght Co.
   IN 2887

Inland Empire Paper Co.
   WA 825

Intel Corp.
   OR 30929

International Paper Co.
   MS 191     MS 213     OR 221

International Seafoods; of Alaska
   Ak 26662

Iowa-Illinois Gas  & Electric Co.
   IA 3611

-------
                               list of Companies
TIT Aerospace
   IN 655

J.M. Pipe Company
   CA 4464

J.P. Stevens  &  Co.,  Inc.
   NC 3450    SC 2151    VA 50822

J.T. Baker Chemical Co.
   NJ 4006

Janco Incorporated      ,;
   NH 21148

Kaiser Aluminum and Chemical Corp.
   LA 41718   WA 931     WV 779

Kalama  Chemicals,  Inc.
   WA 281

Kellwood Co.
   W 1261

Kemire, Inc.
   GA 3646              .•',.•-.-

Kendall Company
    3697

Kentucky Agricultural Energy Corp.
   K£ 64645

Kerr-McGee Corp.
   AL 26328   MS 2232

Kbhler Co.
   WI 1309

IHTec Company
   SC 1473

LA Chemicals  &  Polymers
   LA 3905

LCP Chemicals and Plastics
   ME 639
Leaf River Forest Products, Inc.
   MS 31704                -

Lehighton Electronics, Inc.
   PA 44920

Libbey-Owens-Ford
   CA 4839    IL 1384

Longview Fiber Co.
   WA 78

Loop Inc.
   LA 49492

Louisiana Chemical Polymers,  Inc.
   LA 3905          ;

Louisiana Power & Light Co.
   IA 3191

Loxcreen Company
   MO 93521

inv Steel Co.,-Inc..-
   IN 205

Lyondell Petrochemical Co.
   TX 3531

3M Company
   W7 5533

MS Chemical Corp.
   MS 574   ..

M & T Chemicals
   KY 1431

Magic Chef, Inc.
   OH 5142

Maremont Corporation
   ME 1406

Marine Culture Enterprises
   HE 21059

-------
                               list of Companies
Marine Bower & Equipment Co. Inc.
   WA 30899

Marley Cooling Tower Co.
   CA 81787

Masonite Corp.
   MS 3042

Massachusetts Water Resources
Authority
   MA 103128

McDonnell Aircraft Co.
   MO 4782

Mead Corporation
   AL 22314

Melamie Chemicals  Co.
   IA 3441

Merck and Co.
   GA 1619    PA 8419

Metallics, Inc.
   WI 54500

Mettiki Coal Corp.
   MD 55182

Michigan City Generating Station
   IN 116

Mineral Recovery, Inc.
   NT 5746

Minn-Dak Farmers Cooperative
   ND 24368

Minnesota Mining and Manufacturing Co.
   IL 3140

Minukota Power Cooperative
   ND 370

Mississippi  Power  Co.
   MS 2925
 Mobay Chemical Corporation
   MD 1252     SC 3441    W 5169

 Mobil Chemical Co.
   TX 4227

 Mobil Oil Co.
   II 2861

 Mohawk Associates
   NH 396

 Monroe Auto Equipment  Co.
   NE 1210

 Monsanto
   FL 2488  (Monsanto Textiles Co.)
   W 868

 Morton Thiokol, Inc.
   MS 1775

 Mbser Leather Company
   IN 2666

 Murray Ohio Manufacturing
   TN 1473

 Nalco Chemical Company
   TX 8761

 National Standard Company
   Kf 3778

 National Starch and Chemical Corp.
   MO 2534

 Nekoosa Papers, Inc.
   WI 3620

 Nekoosa Packaging Corp.
   WI 2810

 Newport News Shipbuilding
 and Drydock Co.
   VA 4804            i
                             j
Noranda Mining Co.
   AK 43206    ID 25259
                                       8

-------
                               List of Companies
Norfolk Naval Shipyard
   VA 5215

North State Knitting Co.
   NC 35661

Northern Coal Company, Inc.
   IN 54267

Northwest Muminum Company
   OR 1708

Northwestern Steel and Wire Co.
   IL 3794

Nuodex, Inc.
   MD 345

Nye's JapEnameLac, Inc.
   MA 3077

O.Z./Gedney Company
   CT 515

Occidental Chemicals Co.
   WA 37265

Octagon  Process,  Inc.
   NT 787

Olin Corporation
   KY 2119
   IN 2461   ,

Ore-Ida Foods,  Inc.
   OR 2402

Ormet Corporation
   IA 5606

Oscar Mayer Food  Corp.
   IA 2089

Outboard Marine Corp.
   XL 2267

Pacific Coast Molybdenum
   AK 35165
Pacific Refining Co.
   CA 5096

Pacificorp
   WY 3115

PPG Industries, Inc.
   IA 761

Pathfinder Mines Corp.
   WY 25950

Peerless Tube  Co.
   NJ 29327

Pendleton Woolen Mills
   WA 230

Penn Elastic Co.
   NC 23710

Pennwalt  Corp.
   KY 3603    OR 1597
TX 52825
Petersen Manufacturing Co.
   NE 19

Pfizer, Inc.
   IN 3581

Phillips Morris
   VA 26557

Phillips EDG, Inc.
   NY 1228

Phillips Petroleum Co.
   UT 507

Plantation Pipeline Co.
   NC 51161

Polysar Gulf Coast
   MA 442     TX 3654

Pope and Talbot  Pulp, Inc.
   OR 1074

-------
                                List of Companies
 Potlatch Corp.
    ID 1163

 Potomac Electric Power Co.
    MD 2658

 Powerine Oil Company
    CA 57177

 Precision Seals, Inc.
    NC 4260

 Princess House
    MA 26646

 Procter & Gamble Paper
    PA 8885

 Procter & Gamble Cellulose  Co.
    GA 49336

 Public Services Co.  of Oklahoma
    OK 2429

 Public Service Co. of  Colorado
    CO 1121

 Puget Sound Naval Shipyard
    Wft. 2062

 Quaker State
    W7 1805   WV 4626

 Quantum Chemical  Corp.
    IA 191

R&R Processors,  Inc.
   MS  26140

Rayovac Materials Div.
   IN  27715

Raytheon Company
   MA  1414

RCA Corporation
   EL  37338
Reeves Brothers
   SC 1490

Reichhold Chemicals,  Inc.
   AL 841     IL 34622   TX 5576

Reliable Electroplating, Inc.
   MA 4600

Res-ASARCO
   CO 591

Revere Copper & Brass, Inc.
   IL 2356

Reynolds Metals Co.
   OR 60

Rhone-Poulenc, Inc.
   IN 1619

Richman Ice Cream  Co.
   NJ 4308

Robert E. Derecktor of ]2hode Island
   RI 21539

Robert Shaw Controls  Co.
   CT 1007

Rollins Environmental Services
   NJ 5240

Rubicon Chemicals, Inc.
   IA 892

St. Elias Ocean Products
   AK 663

St. Joe Minerals Co.,  V:Lburnum Div.
   MO 281

St. Johns River Power Park
   FL 37869
SCM Corp.
   MD 1261
   OH 523
                                                            MD 1279    OH 493
                                      10

-------
                               List of Companies
SDS Biotech Corp. '
   TX 7439

Schuyikill Metals Corp.
   LA 4464

Scott Paper Co.
   AL 2801 ;'.:'•. WA 621

Sea Shrimp Co.
   LA 4740

Sequoyah Fuels Corp.
   OK 191

Signetics Corp.
   CA 29491        o

Sloss Industries Corp.
   AL 3247                 - '.  ' .

Sraorfit Newsprint Corp.
   OR 566     ,  .

Southern Mississippi  Electric Power
   MS 28258

Spartan Mills
   SC 2453              .-'-.-..,

Spaulding Fiber Co.
   NH 469

Specialty Industrial  Products, Inc.
   SC 37826

Spring  Mill,  Inc.
   SC 3255

Square  D Company,  inc.
   SC 4286

Star Valley Cheese
   WY 1546

Stauffer Chemical Corp.
    CA 6165     KY 2780    TN 29378
   IN 3425
Stepan Chemical Co.,
   IL 2453

Sterling Drug, Inc.
   MS 2020

Stone Container Corp.';--.,
   MT 35

Stroh Brewery
   TX 55107

Sunbeam Mining Corp.
   ID 26468

Superior Fiber Products, Inc.
   WI 2798             ;

Swygert Shipyard & Drydock
   SC 37770

Syngas Co.
   TX 77593

Syntex  (F.P.) Inc.
   PR 21407             ' -•  ,-.

Tektronix     ?  .--..;
   OR 1589                 '"••

Teledyne Industries, Inc.
   OR 1112

Teletype Corp.
   AR 1449

Tenneco Polymers,  Inc.
   NJ 4391        ":'. : .:,;•.'

Tennessee Eastman Co.
   TN 2640    •

Tesoro  Alaska Petroleum Co.
   AK 841           ,-'•-•

Texaco,  Inc.
   II 4219
                                       11

-------
                               List of Companies
Texas Utilities
   IX 86

Textron, Inc.
   MS 671

Thermal Oxidation Corp., Inc.
   SC 40517

Tifton Aluminum
   GA 124

Tillamook County Creamery Association
   OR 0000141

Tobyhanna Army Depot
   PA 10987

Toman Products
   NJ 30406

Travenol Labs
   IL 24074

Triad Terminal Co.
   NC 42501

Trident Seafoods Corporation
   AK 37303

TVA-National Fertilizer Development
 Center
   AL 3891

U.S.  Dept.  of Energy
   MO 4863

U.S. Gypsum Company
   VA 1660

Union Camp Corporation
   AL 3115    FL 1040    SC 38121
Union  Carbide Corp.
   AL  2666    AR 36544
   W  86
IN 1457
Union Pacific Railroad Co.
   WY 32590
                                      12
United States Geological Survey
EROS Data Center
   SD 299

United States  Steel Corp,.
   IL 2691          ,   ..

Universal Tool and Stamping
   IN 639

Uranium Resources Inc.
   TX 94498

USM Corporation
   Kt 3786

Valmont Industries,  Inc.
   NE 26565

Vickers Corp.
   MO 2411

Virginia Dyeing and Finishing Corp.
   VA 3051

Vista Polymers
   MS 1970

W.R. Grace & Co., Davison
Chemical Division
   MD 311              '•:.

Wacker Siltronic Corp.
   OR 30589

Wallace Silversmiths
   CT 2437

Warner-Lambert, Inc.
   PR 23451

Waste Management, Inc.
   IA 54828

Waterbury Buckle Co.
   CT 3671

Watts Fluidair, Inc.
   ME 22985

-------
                               Lost of Companies
Wayne Poultry
   NC 6548

Western Sugar Co.
   CO 41351   CO 41360

Westfield Tanning Company
   PA 8800

Westinghouse Electric Corp.
   SC 1848    PA 5444    SC 1830

Westpoint Pepperell
   NC 3522   VA 1295

Westvaco Corp.
   IA 868
Weyerhaeuser Co.
   OR 515     OR 2542
   WA 3000
WA 809
Wheeling Pittsburgh Steel Corp.
   WV 23281

Whirlpool  Corp.
   OH 965

Whitney-Fidalgo Seafoods, Inc.
   AK 1015

Whyqo Chromium Co., Inc.
   CT 1457

William L. Bonnell Company
   GA 507

William Prym,  Inc.
   CT 2101

Williamette  Industries, Inc.
   SC 42188

Wilmington Shipyard, Inc.
   NC 68004

Wisconsin  Electric Power Co.
   WI 43583
                     Witco Chemical Corp.
                        IA 5291

                     Wolverine Brass Works
                        SC 2780

                     Worcester Tool and Stamping Co.,  Inc.
                        MA 2151
                                      13

-------

-------
          - Part C -



       PERMIT ABSTRACTS
Fifth Edition - October 1989

-------

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AK0000396:  The Gook Inlet Pipe Line Company operates the Drift River Terminal which
serves as a shipping point for crude oil produced'in Cook,Inlet.  The pipeline brings
crude oil from the production facilities  (SIC 4612) to the terminal where  it is loaded
on tanker ships  (SIC 4463).   The discharges from this operation are from the treated
ballast water from the onshore treatment facility and domestic wastes from the
offshore loading platform.  The ballast water is treated1 by gravity separation.
aeration, flotation separation, and a series of holding ponds prior to being dumped
into Redoubt Bay via Outfall  001.  Effluent limitations are based on State water
quality standards and a BPJ determination  of the EAT/BCT effluent guidelines for the
Petroleum Refining.Category  (40 CFR 419).   At least twice during the first eighteen  '
months;, two chronic  toxic ity tests with 100% effluent must be performed.   The tests
must use either  the edible mussel. Mytilus edulis.  or the Pacific oyster, Crassostrea
gigas, and an echinoderm (either a sea urchin or sand dollar depending on the  Season).
The NOEC is to be determined and should the tests indicate low toxicity, further
testing may be reduced or discontinued, however, if toxicity is present, testing must
continue with a  single yearly (fall/winter)  test, using  one species.  If significant
toxicity is indicated, the permit  may .be. reopened and modified to include  additional  ,
requirements.  A Ground Water Monitoring. Program is required- for the holding ponds, / •
with quarterly samples being collected arid analyzed.  A  BMP Plan is to be developed
within six months and implemented  no later than one year from the effective date of
the permit. '                                           ,                            , ',.
Effective Date:  October 30, 1987
Expiration Date:  October 29, 1992
Abstract Date:
Final Permit
May 16, 1989
 ,,,.     .  .'   	    .... ,'.„     EFFLUENT LIMITS  (FINAL).

AK0000396:  Cook, Inlet Pipe Line Co. - Drift River Terminal

       Pollutants         Outfall      Avg./Max.^Limits and Units
                Monitor ing
•
Flow
Oil and Grease
TSS
Aromatic Hydrocarbons
Total Hydrocarbons
pH
-
.

. -

•
001











—73.5
7.0/9.0
—733
—710
—715
6.5 - 8





.
MOD v
ma/1
n
ua/1 (— /4 ma/1 **)
n
.5 •





i
1/h aauae •:
3/batch arab*
3/batch "
I/batch "
n n
it n





 *At least three separate grabs shall be taken over the discharge period.	
**The 4 mg/1 limitation shall apply where there is no discharge shoreward of the nine
  meter isobath.  The discharge must be conveyed from the last holding pond to beyond
  the minimum discharge depth to preclude contact with the surrounding wetlands and
                       se. the 10 ua/1 limitati

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AK0000663:  St...Ellas Ocean Products. Inc.  in Cordova,  Alaska/ processes salmon
(750,000 pounds per day), crab  (50,000 ppd),  halibut  (100,000 ppd), herring  (250,000 •„
ppd) and black cod, clams,  and  scallops  (50,000 ppd) into frozen,  canned, and salted
products (SIC 2091, 2092).  The plant operations place the facility in the Canned and
Preserved Seafood  Category  (40 CFR 408),.   Seafood processing wastes undergo grinding
prior to discharge through submerged Outfall 001 to Orca Inlet at a maximum flow rate
of  0.668 mgd.  The pipe is to be at a depth to maximize dispersion of the wastes.
Sanitary wastes are routed to a POTW in Cordova.  The permit limits are EPJ using,
proposed BCT  (=BPT) guidelines for the seafood  industry.  Visual inspections of the
shoreline and the receiving water surface for accumulations of seafood wastes will be
made weekly during the processing season.  Underwater  dive, surveys shall be conducted
by a diver who is a fishery or marine biologist twice per year at the following times:
(1)  Seven days prior to salmon processing  or no later  than  June 1;  (2) during the peak
of  salmon processing or no  later  than August 15;  (3) seven days after the termination
of  the processing  or no later than October 15, or if salmon and crab are both
processed, no later than March 15.  The outfall area at the end of the,pipe will be  ;
inspected, and a report submitted no later than  30 days after each dive.  The permit .
shall be reopened  upon promulgation of applicable BCT  guidelines, or if there is an
indication of aSverse water quality  impacts  from the seafood  waste discharge.
Effective Date:  September 2, 1988
Expiration Date:  September 1, 1993
                   Abstract Date:
Final Permit
Kay 17, 1989
                               EFFLUENT LIMITS  (FINAL)
AK0000663:  St. Elias Ocean Products, Inc.
       Pollutants
Ayq.Alax. Limits and Units
Monitoring
Plow : 001 :monitor only
Waste Particle Size* : : — /0.5 inches
Oty. of Raw Prod. Processed** :report
Total Residual Chlorine : :monitor only (for one year)
pH : :6.5-8.5
WEIGHT OF WASTE DISCHARGED NOT TO EXCEED THAT RESULTING FROM THE PROCESS
Salmon : : — /750.000 Ib/d
Halibut : :— /100.000 "
Herrina : :— 7250,000 .."..._ . _ ';. .; 	 	 	 ; ;. 	 	
Crab : :— /50.000 "
Combined total of black cod. : — /50.000 "
clams , and scallops :
• • - .
: : ' •••.-.,
• * - • ,
• • . ' - • "•'
• • •
• • - - .
• * .. . '
• • '
• • "
: : .... -. •;.: - - • •••-• -.
continuous
, A**
1/m
1/w arab
1/w
ING OF:
•'-. • -- •. :::. •'• -.:••'


''".--


'





.• _j — : 	 1



*Reduced to at least 0.5 inches prior to discharae.
**0uantity of raw product processed in pounds or kiloarams for
each product listed below. -
***Samplina type and/or monitor ina frequency mot specified.

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AK0000680:  Dutch Harbor Seafoods, Ltd.  (Viceroy plant),, located  in Unalaska, Alaska,
produces and freezes a maximum of 50 tpd of king crab, 30 tpd of tanner crab, 30 tpd
of salmon,  and 30 tpd of herring (SIC 2091).  Crab are delivered  to, the plant live and
are butchered, cooked, cleaned, packed and frozen in the shell.  Salmon are delivered
fresh and graded  and frozen or gutted, dressed and frozen.  Herring are also delivered
fresh, to be packed and  frozen.  The facility is in the  Canned and  Preserved Seafood
Category (40 CFR  408).   Plant discharges are  to  iMlaska Bay at Outfall  001 and
Iliiil -Silk Bay at Outfall  002.   Outfall 001  is  submerged: at a 76-foot depth, and
consists of process and sanitary wastewaters (1.032 mgd).  Outfall  002 is noncontact
cooling water  (0.25 mgd).  Treatment of sanitary wastewater consists of activated
sludge and  chlorination; process wastes receive grinding to 0.5 inches (in diameter).
Nqncontact  cooling water is discharged directly to the bay without  treatment.  Permit
limits are  based  on BPJ of BCT=BPT guidelines.   There  shall be, no, aa^umulation of
process wastes onshore,  and weekly visual inspections will be made" of the shoreline,
outfalls, and waste conveyance system. If full  scale •processing of any bottomfish
species  (i.e., "cod or  pollock) is initiated, dive surveys c^ receiving water quality
monitoring  may be required.  A reopener clause is included for guidelines
promulgation.
Effective Date:
Expiration  Date:
                  October 15, 1984
                  October 16, 1989
Abstract Date:
;Final Permit
June 6,  1986
                      V" -•-     EFFLUEOT LIMITS  (FINAL) ;."

AK0000680:  Dutch Harbor Seafoods, Ltd.

       Pollutants         Outfall      Avg. /Max. Limits and Units
                                                                           Ifonitoring

Flow
Particle Size
Weight and/or Volume
of Waste
... •:-».••.
pH



- -






.


.

001,002*
001








-






•

:
. " . '....-' -'•/. '-''••• • : •- -:• - !
— /1.26 mgd :
1.27 cm in diameter s
report; : riot to exceed that which
results from proc^^sing. :8C LpJ
of seafood.
6.5-8.5 :
,:••..-. . . ; . •
... - ... , . - ••••;-, '
. -• - •.".:'•-•- -- . - - •.•,•••--"• ' - • •
•-••. ' '.- .•-"•.•-.'• . -/'-• '-. • •' ' '•':''










- - ' - '
- - - i
continuous
not specified
11 > • •


1/m**




• . •••••;_-•.;.. . •-{• •-..,-









  *Sum of both outfalls.
 **Samp>le type is not specified.

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AK0000841:  Tesoro Alaska Petroleum Company,  located near Kenai,Alaska, is engaged in
petroleum refining via crude oil distillation unit,  hydrocracking, catalytic reform  -
and liquified petroleum gas unit (LPG), utilizing crude oil, naptha, gas and LPG as
raw materials (SIC 2911).   The facility is in the Petroleum Refining Category (40 CFR
419,  Subpart B)  and has a production rate of 49,183  barrels per day,  There is a singl
discharge, Outfall 001, to Cook Inlet which lias two  internal monitoring locations:
Outfall  001A - 0.169 mgd noncontact cooling water,; 0.122 ,mgd process wastewater, and
0.014 mgd boiler feed water;  and Outfall 001B - intermittent flow from  tanker ballast'
water.  Treatment  at 001A is in an API  Separator  and dissolved ai-r flotaticai unit, bv
trickling filtration, and in aerated lagoons.  Ballast water from 001B  is,treated by
flotation in  a separate dissolved .air flotation unit.  Monthly average,  limits on:COD,;
and hexavalent chromium are based on previous plant performance by BPJ. Other
Hmitations are  previous permit limits in the. Topping Subcategory.  The facility-now
uses a hydrocracker which places it in  the Cracking  Subcategory allowing higher
limits;  however,, previous permits were retained and are more stringent  than
guideline limits in the Cracking Subcategory.- A BMP Plan and biomonitoring
requirements  are not included in the permit.  *•-..  .•'-•..-  •  ,  ..,  , v ,   '   : *   .-  •};•*
Effective Date:  September 20,  1984
Expiration Date:  September 19, 1989
                                Abstract Date:
                                   Final Permit
                                   May 13> 1985
                               EFFLUENT LIMITS  (FINAL)

AK0000841:  Tesoro Alaska Petroleum Company
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring

Flow
BOD-5
Oil and Grease
Phenols
TSS
COD
Ammonia, as N
Polynuclear Aromatic
Hydrocarbons
Sulfide
Chromium, Total
Chromium, Hexavalent
PH
Flow
Oil and Grease
TSS
BOD-5
COD
Aromatic Hydrocarbons**
PH


001-A :report
: 72. 2/134. 2
: 10/15
:0. 51/0. 85
:60.S/96.0
:400/692
: 14/32
:
: report
:0. 38/0. 86
:1. 2/2.0
:0. 10/0. 17
:6.5 - 9.0
001-B :— /l.O
: 0.042/0. 084
: 0.17/0. 25
:0. 21/0. 40
- -
Ib/d (28.2/53.6 mg/J
(4.0/6.0
" (0.20/0.34 "
(24.3/38.4
. ..." (160/277
11 , (5.6/12.8


Ib/d (0.15/0.34 mg/1
(0.48/0.80
(0.04/0.07

mgd
lb/1000 gal
n
n
: continuous
*J : 1/w camp
*) : " '-.'«,
jyiV. grab ,;..
*) : " '•-""•',
*): " "
*±s^» » ,:•-

. n /,. ~-~~^
*i/y ccnii)
* ) : 1/w qra D
*):l/q "
* ) j " "
M/w " "
rcontinuous
: 1/w comp
:l/q grab
.11 n
:2.0/3.9 " s »
: report
:6.5 - 9.0


: 1/m "
:l/w "
• > - A '" '
• ' : ' *
*Equivalent concentrations based on 0.3 mgd
flow but not included in
**After one year of monitoring, requirement may be modified.
the psrmiti, ,-
; r; , ,. .-A^I.,;,-' .'

-------
AKOQQ1015:  Whitney-Fidalqo Seafoods/ Inc./ located iii Aneirarag^                   a
facility for  canning and freezing,salmon and processing herring (SIC 2091);  ihe  ,,  ,
facility in the Canned and Preserved Seafood Ca-begory (40 GFR 408) and there is a
single industrial 'discharge from Outfall 001 to .Cook Inlet. '.Otitfall 001 consists 'of
136,000 gpd process wastewater, 50,000 gpd noncontact cooling water, and 8,000 gpd
boiler feed water and the effluent generated is from the productionof 100,000pounds
of  salmon per day and  70,000 pounds of herring per day. -Sanitary .waste  (6,000 gpd) is
discharged to the municipal .sewer system. , JUJL process waste passes over a fine mesh
screening system and .seafood processing solids are disposed of at Seaward Fisheries
reduction facility. '  A condition of the permit is .that there shall be ,np discharge of
.herring  carcasses and ,no loss of waste splj^ds through facility  floors or other means.
A schedule of compliance requires that the waste treatment anddisposal system be
operational within 16 weeks of the effective date of the permit and within seven i.  „,
months of the effective date, the facility must institute a waste disposal system
inspection program.   Effluent limitations in the permit are based on BCT=BPT
effluent guidelines.  A BMP Plan and biomonitoring requirements are not included in
the. permit.;'   ~ v     ' •;  :  -, -:   'i'.' • •   •   '.•,-;.1 ' *':----ti  • •• •• -•>'*• -••'"  . '.'-"• '••'••'  •  '    •- •"
 Effective Eate:  May 29, 1984
 Expiration bate:  May 29, 1989
  ... ••  .'-i~» •-,,.-.  Final Permit
Abstract iDate:  May 16, 1985
                                EFFLUENT LIMITS (FINAL)        •'"'.:
          •>* ''               -       • '               -  ' -    •         '?>•

 AK0001015:  Whitney-Fidalgo Seafoods, Inc.


        Pollutants         Outfall      Avg./Max. Limits and Units
                Monitoring

Flow
TSS . .-. •
Oil and Grease
Quantity of Waste ( 1 )
QuiinLlty of Raw Product*
PH , :

Herring - Fillets
TSS
Oil and Grease
Salmon - Mechanized
TSS
Oil and Grease
•Herring - Frozen Whole
TSS
Oil and Grease



. ,- . ^,.. ;,, ., .^. .. ,4 _ -, -, -. .....
001 :report ,
: 1182/2000 kq/d , „
:500/1318
' ••:report"-" -'.'.•'• ..': .;.;;-: • . • ..
« '• "''.*" 4. - * • '• - - '
.* • * ' "• -,•'•-
::6.0 - 9.0
. • . , , ..,. . . .. ... ,. ....„,_. ..- .
.:•"'•• '••••'•'. • '
:24/32 kg/kka**
:10/27' "•:.;• '
: • • ' . . . -,..-••••
:26/44 "
:ll/29 • " -«.•-.••
: -.'.••"'
:1.6/2.6 ••"• ;
:0. 19/0. 31 --•"•
• ' • "• ' ' ' • -"'--.
• " • .-'.-"-
. .. ...... .,„.*.., . ..,,-, , .
!• . • ' ... -
.... ............
(l)Quantity of waste delivered to Seward Fisheries.

continuous
1/w 24 hr carp
" grab
continuous
1/w
grab

' •-•., •"• •-




---:, "- , ••; - '• •

' •". ••••; . • •' ;





  *Quantity of raw product processed  in pounds or kilograms  for each product
   listed below.             	
 **0r lbs/1000 Ibs raw material processed.

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AK0023248:  Alyeska pipeline Service Company is the agent and operator df the Trans-
Alaska Pipeline System for  the owners;  Amerada Hess Pipeline Corp., ABCO Pipeline Co.,
BP Pipeline,  Inc., Exxon Pipeline Co., Mobil Alaska Pipeline Co.,  Phillips Alaska
Pipeline Corp., SOHIO Pipeline Co.,  and'Union Alaska  Pipeline Co.   The Valdez Terminal
has an onshore treatment facility to remove oil from ballast water carfiediby tankers
prior to discharging this water,  stormwater, and other wastewater into Port Valdez
through Outfall 001.  Treated (treatment Unspecified) sanitary  wastes are, discharged
via Outfall 002.  The facility is in the Shore Receptors & Bulk Terminals Category  (40
CPR 453 and SIC 4463 - Marine Cargo Handling).   Treatment of ballast waters consists
of primary gravity oil/water separation, chemical coagulation,  polymers-assisted
dissolved sit flotation. pH adjustment, clarification, and 50%  recycle to the DAP unit
before release to retention ponds which provide biological treatment.  An outfall
diff user system is utilized and a mixing  zone  is provided  in Port Valdez.  Effluent^
limitations for the winter  are technology-based BAT limits and  water quality-based  for
the summer.   Sublethal  and  acute toxicity tests must be conducted on Dutfall 001 four
times per year (three times during the winter,  at least one month apart;  arid once  •
during the summer).  The sublethal  tests must determine the NOEC using an echinoderm
and a mollusc, and the acute tests  must determine the 96-hr LC50 using coonstripe
shrimp larvae and pink  salmon fry.  If  the results indicate toxic ity,  the permit will
be reopened to include toxicity limits.  If immediate compliance is not possible, a .
Toxicity Reduction Evaluation will  be required.  Other requirements include monitoring
programs of the sediments,  marine infauna and other indicator species, and tissue
hydrocarbons  in key intertidal filter feeders.  A BMP Plan is to be developed within
three months  and implemented no later than six months from the  effective  date of the
permit.
Effective Date:  June 7, 1989
Expiration Date:  June 6, 1994
Abstract Date:
Final Peimit
May 17, 1989
                               EFFLUENT LIMITS (FINAL)
AK0023248:  Alyeska Pipeline Service Company

       Pollutants         Outfall      Ayg./Max. Limits and Units
                Monitoring
- ' : "-..". . '•'-.'•
Flow
Aromatic Hydrocarbons

Total Aromatic Hydrocarbc
^Otsl Hydrocarbons
Naphthalene
TSS
Total Organic Carbon
pH
Temperature
Density
Dissolved Inorganic Phosj
pissolved Oxygen
Total Recoverable Zinc
Individual Aromatic Hydrc
Flow
BC05 and TSS
pH


001 :21/30 MGD
:0.7/1.3 ima/l (summer) !
T--/1.3 " (winter)
jns :Not to exceed 10 ug/1 (outside mixing
:Not to exceed 15 ug/1 (outside mixing
iBelow quantitation limit of 2 ug/1
:30/45 mg/1
sl5/25
:6.0 - 8.5
:monitor only
iicontinuous
:l/d ' grab
. n it
zone)
zone) 2/w grab
:l/cf grab
:l/d 24-hr comp
: " grab
:con.tinuous
:l/d in-situ
: " : " hvdrometer
shorus : "
: 2/w grab
: " . - • :l/d in-situ ,
: " :l/or 24— hr corno
>carbons : "
002 :-- /10.000 GPD
: 30/60 mg/1 (45 mg/1: weekly avg.)
:6.0 - 9.0 - :
: " grab GC/MS
:l/d record
:l/m ' grab
sl/d
• " ' -• . . T- ''" ': • ' i
: ;•'-..••..'-• .•••..;•.-.•••.-

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AK0026662:   Internationa:! Seafoods; of Alaska.  lQ£t is .based  in Kodiak and  processes
bottomfish,  black cod,  halibut, herring, salmon^  and  crab; SIC  2092) at  a daily
production rate of 650,000 Ibs; :The process wastewater  is screened (1 mm  mesh)  and
the solids-are barged to, a designated seafood^umping zone invChiniak Bay,  The
remaining screened effluent is discharged  at a rate'of 0.191 mgd  to Outfall  001
located  36 feet below the w^ter surface into Kodiak Harbor at Near Island Channel.
•Beginning November 1985,  all screened, solids will be  transported  to Kodiak Reduction,
Inc.  Sanitary  wastes .are discharged  tor the  municipal treatment -plant. .Effluent '•..
limitations  are-based on a BPJ determination that the proposed BCT limitations equal
BPT as set forth for the  Canned and Preserved  Seafood Processing  Category  (40  CFR /
408).  The permit contains  a standard reopener clause.                - ,
 Effective Date:   September  27,  1985
 Expiration  Date:   September 26, 1990
Abstract Date:
Final Permit
May 16, 1989
                         .      EFFLUENT LIMITS  (FINAL)

AK0026662:   International  Seafoods  of Alaska, Inc.

       Pollutants          Outfall       Avg.y^Iax. Limits  and Units
                Monitoring
: . : • • . • .• .-"'•• •>.--.-
Flow ' : ' 001 rmonitor onlv
TSS v .<• : - Vi 15. 600/20; 800
Oil and Grease : : 6500/17. 550
lb/d (max. allowableJij
" • '(max . allowable)
pH . : :6.5 - 8.5 :
Set tleable Solids '"..:> ' :monitor only . ; '.' : : -f ..- "
Ouantitv raw oroduct orocessed : : " ;
Estimated .quantity of seafood : " ' :
waste disposed via seafood dunroina zone or reduction facilitv



Salmon (hand butchered)
Whole crab & crab sectior
Crab meat
Halibut (mechanized)
Bottomfish (mechanized) J
Black Cod (mechanized)
Black Cod (frozen whole)
Hertincf (fillet* includir
recovery)
Herrina (frozen whole







. - : •.•.••:.:•:'•'"•••
:DISCHARGE RATES
: TSS "
•1.6/2.6
is :3.9/12iO "•'•• =
:6.2/19
: 1.9/3,1
fc : 8. 8/16. 2
:8.8/16.2
:no 'discharge of
ia roe : 24. 0/32.0 .
(lb/1000 Ib raw) .
O&G
0.19/0.-31
.0.42/1.3
0.61/1.8
0.56/4.3
2.75/7.0
11.0/29.0 ••"__.
TSS and O&G
10 -i 0/27.0
... ^ ...•_• ... • .,...-.. , ,
:no discharae of
TSS and O&G
•":--.' '•'.'' •• ...'-" -"'.'.
. : ' •• ; - -••
i ' •'.'-. .--••"'•' --L •-'• ' , . .V - '
- : ' ... ' - • ' '- • •••-'_,
: ••': ' .-: ,•'•"- ,. '.. , ;. .' . -", ' •
- 4 " "" . .-,>.,-- . " "
---•-• - , ' • .
« - .---•-••- - > . - - ' ' ' - .
'! * ' --' ' ' ' ' -- "'-',,-''<'*,'•"'
r' ' > .• ..'•••
continuous
1/w 24— hr comp
11 arab
n H ,
" 24-hr comp
II
f| ' ,



. "•


-



• •
"



•






-------
AK0027511:  ConAgra, Inc. (formerly Sea-Alaska Products).of Unalaska, Alaska, is
engaged in the processing and freezing of Alaska king crab, tanner crab, arid salmon
(SIC 2091).   The facility is in the Canned and Preserved Seafood Category
(40 CER 408), and is able to process  125 tpdl of king:crab and65 tpd of tanner crab;
the potential salmon processing rate  is not specified.  Approximately 0.1 mgd of
process and 0.025 mgd of sanitary wastewaters enter Unalaska Bay through submerged  ',,'
Outfall 001 at a depth of 25 feet.  Sanitary wastewater is chlorinated and treated by
an approved marine  sanitation device  not described in the facility's permit or fact
sheet; the discharge is to occur at least 300 feet from any saltwater intake
structure.  Treatment of process  waste is .by grinding to 0.5 inches (1.27 cm) in
diameter.  Contact  and  noncontact cooling waters (0.15 mgd) are discharged untreated
to Iliuliuk Bay at  Outfall 002.  BCT  effluent guidelines for the seafood processing
industry have not been promulgated.  Therefore, ,the limits are BPJ of BCT+HPT  .   '
guidelines.  Visual inspections of the shoreline and Outfall 001 must be made weekly;
other monitoring including dive surveys may be required if ConAgra orocesses large
numbers of bottomfish (i.e.,  cod or pollock).   The permit does not require the
submittal of a BMP  plan.  However, a  reopener clause for guidelines promulgation is
included.
Effective Date:
Expiration Date:
                 October 15, 1984
                 October 16, 1989
Abstract Date:
Final Permit
May 12, 1986
AK0027511:  ConAgra, Inc.

       Pollutants         Outfall
                              EFFLUEWT LIMITS (FINAL)



                                      Avg./Max.  Limits and Units
                Monitoring

Flow (
Particle Size (Diameter)
Waiqht and/or Volume of \


m
'
•














i
: i
01,002* :
001** :
feste :
i
«
•
- ,i
i
«
•
4
:
!
• ' - s












,'•;:' - . - ' ' • .
— 70.20 mgd
1.27 on of less -after grinding
report; not to exceed that which
results from processing 140 tpd
, of seafood
6.5-8.5 ;
.-..'• . • • - 	 	 • '•• ' :;•.•
.•-•'- v . • • .
;'"' , l "-!=>
'
! • , . • • ' ••,.,;•;.•
-
.
•'_.-,". .•>,.''
•- -. .

-
'•' ' t • . V '






. •' • • , '•'••'
continuous •
not specified ,
dailly

, • . -..
I/in ***



1 *-••'


. . . • . • •
• . ! , - '.-•.'•






:
:
  *Sum of Outfalls  001  and 002.
**Limitations
                           to process wastes and wastewater.
 ***Sample type not specified.

-------
M0035165:  Pacific Coast Molybdenum Company is located in Southeast Alaska, 45 miles
east of Ketchikan, and is in the Ore Mining and Dressing Category (40 CFR 440).
Facility operations involved the use of two adits (mine tunnels used for access,
drainage, and/or ventilation) for exploratory activities  and a 1983 bulk sampling
program for molybdenum (SIC 1061) at a rate of 60 tpd of rock.  Even though the adits
have been inactive since the completion of the bulk sampling program in 1983, they
still discharge seepage water consisting of groundwater which has percolated down from
upper areas of the mine.  Outfall 001, the Quartz Hill adit, discharges 0.40 mgd  to
Beaver Creek, while Outfall 002, the Bear Meadow adit, discharges 0.618 mgd to
White Creek.  Both adits receive the same treatment:  Reagents are added to the
seepage water for coagulation and flocculation. , The water then flows through two silt
boxes in series to. settle out the solids.  Baffles in the boxes trap any oil and
grease from the underground mine equipment;  the final step is passage through a
settling pond prior to discharge.  Because the adits are inactive, effluent guidelines
are not applicable.  Limitations are based on BPJ using BAT guidelines for the
industryto limit copper, zinc, lead, mercury, and cadmium, and BCT(=BPT) guidelines
to limit TSS  and  pH.  The cxampany has no plans to resume work in  the adits.
Biomonitoring is  not required.
Effective Date:  July 19, 1985
Expiration Date:  July 18, 1990
Abstract Date:
    Final Permit
February 5, 1986
                               EFFLUENT LIMITS (FINKL)

AK0.035165:.  Pacific Coast M?lybdenum Company

    '..;-.••- Pollutants         Outfall      Avg./Max. Limits*and Units
                    Monitoring

Flow ...-...•
TSS
Copper, Total
Zinc, "
Lead,
Marcury, " ,
Cadmium, " •,
pH








: , ' ''.



i
- . f
001,002 :
!
!
"
- ,
.


-
•



.-.

•
.
-
-
•• ' •
'
'. , : '.: • ••• ---;• . •.. • .:-.•• :
: — /0.288 mgd
(20/30 :mcr/l
(0.15/0.30 " •
0.75/1.5 ; " : . : "
0.3/0.6
0.001/0.002 "
o.os/o.io " ;
6.0 - 9.0**






•


i .
! • '. :" .' . -: '. -". , '"' .'•-'' ''-/ . . "•'
! . " . - ••

2/y
" 1 hr comp
" grab
II : It
II II
. .
ii 7 ii
ii ii
•
.11 p ii
' •. . ••'•• :.,

'

• ,- ,••

-

'
• •
• .

  *Daily average/daily maximum.
 **pH of effluent may be 0.5 S.U. more or less than that of the receiving water.

-------
AK0037303:  Trident Seafoods Corporation, located in Akutan, Alaska, is engaged in the
salting and freezing of crab,, salmon, herring, and bottomfish where discharge is from
a single outfall (001) to the Akutan Harbor at a depth of 90 feet. '• The facility is a
New Source in the Canned and Preserved Seafood Category (40 (ZFR 408).  Outfall 001 r
discharges a total of 9.0 mgd wastewater which consists  of .the  following:  2.9 mgd
process wastewater,  3.0 mgd jioncontact  cooling water, 0.007 mgd boiler feed, water,
0.009 mgd sanitary wastewater, and 3.1 mgd seawater.  Processing volumes for, 1985 and
1986 are expected at 48 million  pounds  per year.  Wastewater from the facility passes
through fine mesh screens before discharge and the  collected waste is disposed of in a
designated dumping zone.  Effluent limitations in the permit are based on     f
NSPS effluent guidelines, and the receiving water monitoring program and limits on
sanitary wastewater discharge are based on State water quality  st-andfmis.  A BMP Plan
and biomonitoring requirements are not included in  the..permit, but" a waste
disposal plan describing procedures in  seafood waste dumping is required.     .:'-.-
Effective Date:
Expiration Date:
August 23, 1984
 August 23, 1989
                   Abstract Date:
Final Permit
May 30, 1985
                               EFFLUENT LIMITS  (FINKL)

AK0037303:  Trident Seafoods Corporation  (Page  1 of 2)
       Pollutants
         Outfall
Avg./Max. Limits and Units
fllbnitoring
Flow :
OSS :
Oil and Grease :
BOD-5 :
rH :
Quantity of Raw Product**
001 :report
: 5280/9720 Ib/d
:6600/17400 "
: report
:6.5 - 8.5
:report
' •, ' - ' -
•
"
.
.

Quantity of Waste*** : : "
:
Black Cod - Mechanized :
Black Cod - Conventional:
Herrincr - Frozen Whole :
Herring - Fillets :
Salmon - Hand Butchered :
Salmon - Mechanized :
Halibut :
Bottomfish - Mechanized :
Crab :
: TSS
:8.8/16.2 (13
:2.0/3.6 "
:1.4/2.3 "
: 18/23
:1.4/2.3 "
: 25/42
il.l/1.9
:8.8/16.2 "
:3.3/9.9 "
-• • Oil & Grease
11/29 (13
1.55/2.9
0.17/0.28
7.3/20
0.17/0.28 "
10/28
0.34/2.6
2.75/7.0
0.36/1.1
: : .• -•-' . '.' „
: : '' . ' .,'•-.-
• • . ...
*Twice per processing season. Samples shall be
continuous
2/m 24 hr.comp
grab
* "
2/m
ll '
l./w


..-.'- :'.-'-' ''










representative of each spjecies
processed.
**Quantity of raw product
processed in pounds or
kilograms for each producrt listed
below.
***Quantity of seafood waste disposed of via dumping zone. .:
(DKq/kkg or lbs/1000 Ibs raw material processed.


-------
AK0037303:  Trident Seafoods Corporation, located in Akutan, Alaska, is engaged in the
salting and freezing of crab, salmon, herring, and bottomfish where discharge is from
a single outfall (001) to the Akutan Harbor at a depth of 90 feet;  The facility is a
New Source in the Canned and Preserved Seafood Category (40 CFR 408).  Cutfall 001  :
discharges a total of ;9.0 mgd wastewater which consists  of the following:  2.9 mgd
process wastewater,  3.0 mgd noncontact cooling water, 0.007 mgd boiler feed water,
0.009 mgd sanitary wastewater, and 3.1 mgd seawater.  Processing volumes for 1985 and
1986 are expected at; 48 million pounds per year.  Wastewater from;the facility passes
through fine mesh :screens before discharge and the collected waste is disposed of in a
designated dumping zone.  Effluent limitations in the permit are based on
NSPS effluent g,uidelines, and the receiving water monitoring program and limits on
sanitary wastewater discharge are based on State water quality standards.  A BMP Plan
and-biomonitoring requirements are not included in the permit, but a waste
disposal plan describing procedures in seafood waste dumping is required.
Effective Dates  August 23, 1984
Expiration Date:  August  23, 1989
Abstract Date:
Final Permit
May 30, 1985
             .-V..  '       4  EFFLUENT LIMITS (FINAL)

AK0037303:   Trident Seafoods Corporation (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                Monitoring


pH
Salinity
Dissolved Oxygen
Temperature
Turbidity

BOD-5
Suspended Solids
Fecal Coliform
Chlorine/ Residual
PH , .












Receivinc





Sanitary

•

"
'•
. •" • -
.
•
. ••..-••


-




-
s . " :•:• • • •.-..'
j Water(2)
sreport
. ..
:6.0 mg/1 minimum
sreport
: "
Wastes
:30/60 :incr/l.
:30/60
: 2007— per: 100 ml .
— /2.0 mq/1
6.5 - 8.5











:•- .- ,

2/m probe
H 11
I) II
ti n
tt ii

1/w grab
» ii
ii . .n
H n
--" ", "











 (2)Measurements made at four depths at ten stations along discharge plume by EPA
  approved water quality probe.

-------
AK0038652:  Cominco Alaska, Inc. owns and operates the Red Dog Mine, which is located
in the Red Dog area of the De Long Mountains  (82 miles north of kotzebue).  'Lead  and
zinc are mined and the minerals concentrated  in a series of steps including crushing,
selective flotation, and filtering,(SIC 1031)  to produce zinc  concentrate,  lead
concentrate, and bulk concentrate.  This facility  is in the Ore Mining and Dressing
Category (40 CPR 440).  Approximately 2100 gpm of  water is required to process 3000
tons/day of ore and greater than 85% of the process water is recycled.  The remaining
bleed of process water is discharged  into a tailings impoundment and co-mingled with  -
mine site drainage.  A berm/ditch  system diverts mine runoff to the tailings         s;
impoundment site, and sanitary wastewater  is routed to the impoundment. ;.A11
discharges from the tailings impoundment are  treated by a High Density -S.iud.ge
wastewater  treatment system consisting  of  flow equalization, lime neutralization.
metals precipitation, and clarification.  Sanitary wastewater is also treated with an
aerated surge where it is screened and chlorinated.  All treated • wastewaters  are
discharged to Red Dog Creek via Outfall 001.   Effluent limitations are based  oh the
categorical NSPS effluent guidelines.  The  permittee must conduct  a Receiving Water
Monitoring Program at two locations (Ikalukrok Creek downstream from confluence with
Red Dog Creek and Ikalukrok Creek above confluence with Red Dog Creek) from break-^up
(mid-May) to freeze-up (mid-October).  The  permittee must construct a continuous  flow-
through biomonitoring facility which will act as an early warning  system for  the  water
treatment plant process control.  The flow-through water conditions must represent a
10% increase of the IWC typical at the confluence of Red Dog Creek and Ikalukrok
Creek.  The test solution is to be monitored for pH, conductivity, temperature, and
divalent cations, and the test organisms (cold-water fishes)  are to be monitored  for
stress related to either the biomonitoring equipment and/or the test  solution.
Precipitation and Evaporation Monitoring Programs are required for the term of the
permit, in an effort to collect annual rates for the area. A  BMP  Plan must be
developed and submitted within eight months of the effective date of the permit.
Effective Date:
Expiration Date:
July 10, 1985
 July 9, 1990
                   Abstract Date:
Final Permit
May 15, 1989
                               EFFLUENT LIMITS (FINAL)

AK0038652:  Cominco Alaska Inc. - Red Dog Mine
       Pollutants
         Outfall
Avg./Max. Limits and Hi its
Monitoring
plow
Copper
Zinc
Lead
CsfJmium
Mercury
TSS
pH
Temperature



: 001 :5. 4/7.1 MOD
: :0.15/0.3 ma/1
• tO.75/1.5
: :0.3/0.6 "
; :0. 05/0. 10 "
: :0. 001/0. 002 "
: :20. 0/30.0 n
: :6.0 - 10.5
: :monitor only



continuous
1/w arab
n n
n n
n ••«•••
n n
n 24— hr comp
1/d arab





-------
AK0043206:  Noranda Mining Inc. - Greens Creek Project, located on Admiralty Island,
is an underground mine with an anticipated production rate of,800 tons/day of silver,
lead, zinc, and gold ore  (SIC 1031).  The ore is mined and the minerals concentrated
in a series of process steps which  include crushing, grinding, selective flotation,
thickening, and concentrate dewatering.  'Waste tailings will be impounded as a    ;
thickened slurry.   Mine drainage is, routed to the sedimentation pond where flocculant
chemicals are added to promote sedimentation.  To the extent possible, water will be
recycled to reduce fresh water requirements.   The discharge .from .the sedimentation   •
pond overflow is designated Outfall 002, and empties  into Hawk  Inlet at a daily average
rate of 1.66 mgd.   Effluent limitations are based on the BAT/BCT effluent guidelines
for the Ore Mining and Dressing Category  (40 CFR 440) and State water quality
standards.  Static 96-hr acute tioxicitv tests are required, on a monthly basis for the /
first three months and on a quarterly basis, thereafter. ;The tests must use three
species, including Coho salmon and  two  species of crustaceans  (Dungeness crabs and
gammarid  amphippds) in  the following  dilutions:  Control,  50:1, 100:1,  and  200:1.
Semi-annual ambient monitoring toxicity tests must be conducted at  several sites,
using two filter feeders  (mussel and brachiopod) and two sediment dwellers (two
species of polychaetes).  Sediment and seawater  quality  monitoring  must be  performed
at several sites on a semi-annual basis and a BMJ? Plan  is to be developed and
implemented.                                         .
Effective Date:  April 30, 1987
Expiration Date:  April 29, 1992
                                Abstract Date:
 Final Permit
, May 16,  1989
                               EFFLUENT LIMITS; (FINAL)
AK0043206:  Noranda Mining Inc. - Greens ;Creek Mining Project
       Pollutants
Outfall
Ava./Max.: Limits and Units
 Monitoring
Flow
Copper '
Zinc
Lead
Cadmium .
Mercury :
Free Cyanide
Arsenic •',.-. • '. .
Chromium
Nickel
Selenium ...'-.:..
Silver .
Susoended Solids
pH
Temperature
Manganese
Chloride
Turbidity






001
•






















1.66/3.60 MGD
0.15/0.3 ma/1
0.5/1.0 .-.>':••?• ~
0.3/0.6 "V
0.05/0.10 .'.•". :
0.001/0.002 "
2.65/5.30, .ua/1
monitor onlv .
n' . .• • .
n ' ;.• , ,; -- •' • " ' '
/ -"; • • \ " • •-' - .-• "•• '' ••
n _..,• , - • r • •
20.0/30.0 :• ma/1
6.0 - 9.0 - ;
monitor only
- •"' • „•••'•--.. • • ' • -• „•-. -..'.
, ••• . n ' /'" -•.•*:.'•. " '...••. -, .,
• .. n" • '-. • • . ;• , ., , .
..•-.,- ':•-'•-. - -

• • -' '''• , ,'' " ' ' '-•: •••:,
,'<-.. •"' ' •' • . ' ' .' •'


continuous
1/w arab J
B n
, n . ... .it
n , n
n n
n n ,
ii ii
it n
n u .- "
n n
n ,, , n - ,
i " • . It ,
1/d -:••"-.
n .- - ' «' ,.-
1/W
' n . V _- -. ,
continuous


.../...,. •. .


= ' • •

-------
ALOOQ0108:  The Amoco Chemical Company, in Decatur, manufactures terephthalic acid,  as
well as some confidential specialty organics  (SIC 2865, 2869),  and is in the Organic
Chemicals,, Plastics, and Synthetic Fibers Category  (40 CFR 414; Subpart F & H).   The
Tennessee fiiver receives 2.89 mgd of process and sanitary wastewater from Outfall 001
and 1.86 mgd of nonprocess wastewater and stormwater from Outfall 002.   Treatment
processes were not specified.  Effluent limitations for 001 are iPT_ for BOD, TSS,  and
pH, with the remaining parameters being limited by BAT guidelines.  Limitations for
002 are the same as the previous permit, which are based on water quality standards.
The use of biocides, containing tributyl tin, tributyl tin oxide,  zinc,  chromium,  or
related compounds, in cooling systems is prohibited.  Quarterly acute definitive
toxicity tests must be conducted at Outfall 001.  .Should the results of these tests
elucidate potential toxicity of the discharge, more frequent and varied testing may  be
required.  If the instream concentration of 001 is greater than the NOBC, a Toxicitv
Redaction Evaluation must be performed.
Effective Date:  April 15, 1988
Expiration Date:  April 14, 1993
Abstract Date:
    Final Permit
January 25, 1989
                               EFFLUENT LIMITS  (FINAL)

AL0000108:  Amoco Chemical Company  (Page 1 of 2)
Pollutants . Outfa!
Plow : 001
oH :
BOD5 :

Acenaphthene * :
Accylpnitrile * :
Benzene * :
Carbon TetrachLoride * :
Chl,orobenzene * 	 * 	
J»2,4-Trichlorobenzene* :
Hexachlocobenzene * :
1.2-Dichloroethane * :
Irlrl-Trichloroethane * ;
Hexachloroethane * :
1.1— Dichloroethane * :
1.1.2-Trichloroethane * :
Chloroethane * :
Chloroform * :
2-Chloroohenol * :
1 r 2-Dichlorobenzene * :
1 rS-Dichlorobenzene * ;
1 t 4-Dichlorobenzene * :
1.1-Dichloroethvlene * :
1, ,2-Trans--Dichlorc>ethvlene *
2.4-D'JchloroDhenol * :
1.2-DichloroDroDane * :
1.3-DichloroDroDvlene * :
2r4-Dinitrotoluene * ;
2.6-Dinitrotoluene * ;
Ethvlbenzene * :
Pluoranthene * t
Bis ( 2-ChloroisooroDvl ) Ether *

UL Ayq./Max. Limits and Units Monitor ina
.
,
:monitor onlv
:6.0 - 9.0

s723/19?9 Ib/d
: 1109/3594
:0. 53/1. 42
. i 2. 32/5. 84
: 0.89/3. 28
:0. 43/0. 92
:0. 36/0. 68
: 1.64/3. 38
:0. 36/0. 68
:1. 64/5. 09
: 0.51/1. 30
:0. 51/1. 30
:0. 53/1. 42
:0. 51/1. 30
:2. 51/6. 46
iO.5lA.ll
:0. 75/2. 36
:1. 86/3. 93
:0. 75/1. 06
:0. 36/0. 68
:0. 39/0. 60
:0. 51/1.30
:0.94/2.70
:3. 69/5. 55
lO. 70/1. 06
:2. 73/6. 87
: 6. 15/15. 46
: 0.77/2. 60
tO. 60/1. 64
: 7. 26/18. 26
.
n ,
n
n
n
n
n
n
"
" ..•• , •.-•.-..
."
n
"
n - '.'..•
n
n
n

' n

it
it
n

n


n
n
n



:l/d total
: . __ — •_
arab
i " 24-hr como

:l/v
il/q_
. — • 	
*T: 	 :
: 1/v
. n ,-
' ' - :: "
:J,AL
	 LX/V —
* - • rt i • -
. ™ ,
. __. r.n 	 • 	 '21 	 L 	 :
. "
:l/q_


:l/y_


	 : 	 • 	
. n
: "


' • ' • ' • : .'• « • -

:l/cr



it
arab
n

n
it
n ; • '.
n
it"
n '. '
n
n
n „ : ' -







n





• :• n

"

	 j 	 • t 	 . ^ • • 	 . * 	 	 .
 limitations become effective March 30.  1989

-------
       .;:•    u  .   "          : EFFMHOT LIMITS  (FINAL)



AL0000108:  Amoco Chemical Company (Page 2 of 2),
Pollutants ; Outfall Avg. /Max. i Limits and Units 'Monitoring
Methylene Chloride * : 001
Methyl Chloride * :
Hexachlorobutadiene • * . :
Naohthalene * :
Nitrobenzene * :
2-Nitropfieriol * .:
4-Nitrophenol * :
2.4-DinitroDhenol * :
4ji6-Dinitro-0-Cresol * :
Phenol * .-•:"•.-
Bis (2-EthvlhexyD Phthalate *••••'
Di-N-Butvl Phthalate * s_
Diethvl Phthalate * :
Dimethvl Phthalate * :
Benzo( a) Anthracene * :
Benzo (a) Pyrene * •
3,4-Benzofluoranthene * :
Benzo (k)Fluoranthene * :
Chrysene * «
Acenaphthylene* :
Anthracene * s
Fluorene * •
Phenanthrene * ;
Pyrene * s
Tetrachloroethvlene* s
Toluene * ,, -
Trichloroethylene * ;
Vinvl Chloride * s
Chromium (Total) * ' s
Copper '-.."" * s
Cyanide " * j
Lead " * : Y
Nickel " * •:
Zinc ..."•.* s
Effluent Toxicity Testina
Flow r 002
pH ,- ' Vt 	
TSS :
Total Qraanic Carbon j
Oil and Grease :

- • -. • • •' v
• • ...
. - ..___ . :
- ",-.. ..' ' ..•" ".:""•. ' - : : •;

: 0.96/2. 15 "
:2. 07/4.58 "
: 0.48 A. 18 "
:0.53A.42 "
: 0.65 A. 64 "
:0. 99/1. 66 Ib/d
-i 1.7.4/2, 99 "
:1. 71/2. 97 "
:1. 88/6.68 "
:0. 36/0.63 "
:2. 48/6. 73 "
: 0.65/1. 37 "
:1. 95/4. 90 "
:0.46/1.13 "
:0. 53/1. 42 "
rO.55A.47- "
: 0.55 A. 47 "
:0. 53/1.42 " ;
:0.53A.42 "
:0.53A.42 "
:0.53A.42J "
:0.53A.42 ;"
:0. 53/1. 42 "
: 0.60/1. 62 "
.tO-.53-A.35 "
•0.63/1.93 "
:0.51A.30 «.
:2.51/6.46 "
•26.77/66.81 "
; 34. 97/81* 52 "
„•.: 10, 13/28.94"
:7.72A6.64 "
: 40 i 76/95 w 99 -"-•
: 25. 32/62. 95 "
treoort
:monitor only
:6.0 -r9.5
: 30/45 ma/1
:35/35 n:
: 15/15 "




!

:l/q grab
*l/v ••'.:-•- "
.-' ' ." - - -. '.:/. - - ••' . : " .--•-• ••".:. .
'•'"•' ' • ; ' •' - .:• •••' ::l/q ;; - " -' -.
'.----' ^ ....'..•-;.-' -..".' «l ' ' " . P
•1/v "
'.-.-••'• -, - - •-..*- -•-. •-, •". '
>.- ,' .... •--„.,. :!7y: -.- -."-.•
.- - , ' ,. • , • " " . , - n • ' -

•l/v "
"I/a "
. ' , - ••• ;-.•-:• .:."•:.' . •.". .- '

il/y "
, ,. • - - -- - •. •_. . n n ' •• .
. - • ' • . . n • ' • ' w
.';"'-.• ••''-• « ii.'-. -'.'!!'•-..
. • •• . n • n ',--;•
,- --'v:;...-" '.';•: . .,;:..-". '. ' ;.»• '•• .-.. -
-•."••" . .' . '..'-..- : ':-.",• ••.: - «•„-.' - '
.it - r 'it- • . - '•
...:_' " * - . . '*-!!•• . tl '
"•.'•- - '' • ' ..•«•-'•• It .'•--,
:l/a "
•'"• -..:• • • - :': • . It .• tt •
r ;X/V '"'•
.•'.•'• "••;"-. ". '
:l/q " r
, ". '.•,'•.• '..'• •:•'..'. ' '!. ' ; j' .I? - " " '
- ... ... .,, ., , . -. ,- ... n -. • " a • '
'•'••- . .. . ; * . " • ' - . • '
' ' :".' ." ' ' '."'•" :I/y n ": •:/.-,
' '••.' • •" :.•',•'.' • "• ','"- :i/q - >"-:'. n "' :
""'"•'•"• ' n
• 1/q "
' :l/d total
&2y cjrab
.- .. . - .-• • • . . n •- • . «•
' " " . .if . n
• - " ' ^ n tt
....,-. "- *
. . , ... . . , ^ ........ .
.... . . . ,„.. ^^ , , ... , ...
v- ; -'" . ... ".'•' ",:.'". ." -, .-;-•'
., . . . • - - -. - , . . ,.. .^ ,, ,,_ . ...
• .'••• — - .- - •• -.-..-.-- . • , • -,
." • • • " '• "": : '•' " . ' " ^' ',.--.-• 	 •- " • •-'.' ". ' :". ' '•'.'•' '•""- • - ' •;•' '"-
limitations become effectiveMarch 30. 1989; until then,  only; monitoring is rectuired.

-------
ALQ000213:  Diamond Shamrock Chemicals Company, of Muscle Shoals, Alabama,
manufactures chlorine, sodium hydroxide, and potassium hydroxide (SIC 2812)  in the
Inorganic Chemicals Manufacturing Category (40 CFR 415).   The total-plant? cULscharge is
from Outfall 001 to Pond Creek "via a tributary after receiving ph adjustment.  From
2/1/84 to 6/30/84, internal Outfall 001A consisted of process wastewater frcJm a
mercury treatment system, noncontact cooling water,.and an emergency chlorine
scrubber.  As of 7/1/84,, however, the emergency chlorine scrubber solution was
replaced by hypochlorite decomposition effluent.  The three effluents shall  be sampled
separately.  001A is treated by. precipitation,  filtration and carbon absorption, with
the exception of the noncontact .cooling water which is untreated, and is confoined with
001 before entering the creek.   The interim limits at 001A are from the previous
permit, and are more stringent than limits found  in applicable HPT guidelines. The
limits in effect from 7/1/84 until the permit expiration date are based on 13RT
quieten nes using a production rate of 820,000 Ib/d of chlorine.   Nickel  noiitoring may
be discontinued if the monitoring indicates an insignificant concentration is present
She temperature limit at 001 is from the previous permit.  The permit contains a
compliance  schedule to meet the £K? limits for mercury and TRC by 7/1/84 at 001A.
BMPs are included, and an SPCC plan is to be implemented in accordance with 40 CER
112.1-112.7; an implementation date is not specified in the permit.
Effective Date:
Expiration Date:
February 1,
February 1,
1984
1989

 EFFLUENT LIMITS (FINAL)
Abstract Date:
Final Permit
 May 1, 1986
AL0000213:  Diamond Shamrock Chemicals Co.

       Pollutants         Outfall      Avg./Max. Limits* and Units
                                                        ]>fonitoring

(2/1/84 - 6/30/84)
Flow
TSS
Msrcury
( 7/1/84 - 2/1/89)
Flow
TSS
:-Jercury, Total
TRC
Nickel, Total

Flow
Temperature
PH





* 4
* . ' _ •, ,; t > »
001A : :
wnonitor only
-.230/460 Ib/d
:0.1/0.23
: continuous
,:l/w comp**
. ii « **
: . . . - .. ' . , ..•..- - . • -.:• ' • •• ' 	
:monitor.only ,,,...'.-, .
:230/460 Ib/d
: 0.082/0. 189- .-.,"
:1. 56/2. 62
:monitor, hypochlorite decomposition
: system effluent only
001, :monitor only
:—/95 F
: continuous***
jl/w comp****
,» » ****.
: " grab****
:l/dischg"
: . • . . .
:continuous ; ,
. :l/w. grab
. , :6. 0-9.0 : , .... .: "
. :. ... -.. -,. • .-., . :. t " •- ' -.. •-.
• ' . ,' * "' -''.."• L
: • • , , . . s '• -
• - *
. • - ' - t - 'l • .
*Daily average/daily maximum
**MDnitoring of the emergency chlorine scrubber solution shall be
I/discharge by grab sample. ,
***Monitor the volume of scrubber solution •treated by hypochlorite
decomposition system.
****Hypochlorite decomposition system effluent shall be monitored
I/discharge by grab sample.
• i


»*,./ . :„,.'._,


•; . ^ -" - ' .


-------
AL0000302:  Fruehauf Corporation is an aluminum forming and coil coating facility (SIC
3353, 3479, 3354) located in Decatur.   The facility has the following daily production
in the Coil Coating Category (40 CFR  465):   Aluminum Subcategory - 16,766,;701 sq.
feet/day; and Galvanized Subcategory- 1,822,003 sq. feet/day.  • In the Aluminum
Forming Category (40 CFR 467). the following daily production is reported:  Rolling
with Neat Oils Subcategory:   core without scrubber  - 1,096,821 Ib/d; continuous sheet
casting - 383,525 Ib/d; cleaning or etching bath—  314,004 Ib/d; cleaning or etching
rinse - 314,004 Ib/d;  and Extrusion Subcategory:  core - 355,729 Ib/d; press heat
treatment - 355,729 Ib/d; direct chill casting - 343,170 Ib/d; cleaning or etching
bath-- 15,481 Ib/d;  cleaning or etching rinse -  15,481 Ib/d.   Outfall 001 empties into
the Betty_ Rye Branch to the Tennessee River and  consists of  0.344 mgd of process
wastewater, sanitary wastewater,; non-contact cooling water,  and stormwater.  Internal
monitoring point OOIA is for the process wastewater from the aluminum forming  and coil
coating operations,  and treated contaminated groundwater.  Treatment for the process
wastewater  is comprised of mixing, reduction, chemical precipitation, neutralization,
and sedimentation.  Sludge is treated in sludge  lagoons.  The sanitary wastewater is
monitored at Internal Outfall 001B and.treated by activated  sludge, sedimentation, and
chlorine disinfection.  Concentration  limits for 001 are based on water quality
criteria.  Mass limits for OOIA are based on BAT/BPT effluent guidelines and are
considered to be equivalent to BCT.   Effluent limitations are for 001B are based on
BPJ and secondary treatment standards.  Monthly  short-term chronic toxicity tests are
required on Outfall: 001,  using 100% effluent.'  Should the results show potential'
toxicity, testing may be varied and/or accelerated.  If these results prove the
effluent to be toxic, a Toxicity Reduction Evaluation will be required.
Effective Date:  November 1, 1987
Expiration'Date:  October 31, 1992
                              ' -               ° Final Permit
                            Abstract Date:<  January 26, 1989
                               EFFLUENT LIMITS (FINAL)
AL0000302:  Fruehauf Corporation (Page 1 of 2)
     •' Pollutants
Outfall
Avg./Hax. Limits* and Units
Monitoring
Flow -..-,-: 001 rmonitor onlv
Chromium, Total Recoverable , : 0.002/1. 70 mg/1
Cvanide, Total , :. :0. 0052/0. 022 " , 	
3 inc , Total Recoverab I e
Aluminum, Dissolved
Cocraer. Total Recoverable
Iron, Total
Oil and" Grease
TSS
Total Residual Chlorine
pH ..'....,-.
Flow
pH .'-...•.. .. ,/-
Chromium, Total'
Cyanide "
Zinc .- ' •. "
Aluminum "
Cocoer "


tO.047/0.32 "
:5. 0/10.0 -.-.".
2 :0. 012/0. 018 *•
:3.0/6.0 " :
:10. 0/15.0 '?
:30/45
: 0.011/0. 019 "
:l/d total ,
:'3/w 24— hr coup
: " grab '
: " 24-hr: carp
i n n
. n H
- . n n
: " grab
: " 24-hr comp
: " grab
:6.0 - 8.5 :l/d "
OOIA : monitor only
-^ :7.5 - 10.0
: 0.93/2. 31 Ib/d
: 0.64/1 .64 "
:3. 33/7. 42 "
	 : 12^38/27^52 "
:2. 46/4. 24 " >-
..":-.. . . . -
. : " total
:2/y grab
:3/w 24-hr comp
: " grab
- : " 24-hr comp
. n n
. n n
• . . •
; . - ... ... \ -. : '-.-.;•
*Avg. Daily/Max. Daily ' : ".

-------
AL0000302;  fruehauf Corporation is an aluminum  forming and coil coating facility (SIC
3353r 3479, 3354) located in Decatur.   The facility has the following daily production
in the Coil Coating Category (40 CFR  465):  Aluminum Subcategory..- 16/766,701" sq...,
feet/day; and Galvanized Subcategory - 1,822,003  sg.  feet/day.   In  the Aluminum  ,
forming. Category (40 CFR 467), the following daily production is reported:   Rolling
with Neat Oils Subcategory:   core without scrubber - 1,096,821 Ib/d^ continuous sheet
casting - 383,525 Ib/d; cleaning or etching bath - 314,004 Ib/d; cleaning or etching
rinse - 314,004 Ib/d;  and Extrusion Subcategory:   core - 355,729 Ib/d; press heat
treatment - 355,729 Ib/d; direct chill casting - 343,170 Ib/d;  cleaning or etching
bath - 15,481 Ib/d; cleaning or etching rinse - 15,48i Ib/d.  Outfall 001 empties into
the Betty Rye Branch to the Tennessee River and consists of 0.344 mgd of process
wastewater, sanitary wastewater, non-contact cooling water, and stormwater.  Internal
monitoring point pOlA is for the process wastewater from the aluminum forming and coil
coating operations, and treated contaminated groundwater.  Treatment for the process
wastewater is comprised of mixing, reduction chemical precipitation, neutralization,
and sedimentation.  Sludge is treated in sludge lagoons.  The sanitary wastewater is
monitored at Internal Outfall 001B and treated by, activated sludge, sedimentation, and
chlorine disinfection. Concentration  limits for 001 are based on water quality
criteria.  Mass limits for 001A are based on BAT/BPT effluent guidelines and are
considered to be equivalent to BCT.   Effluent limitations are for 001B are based on
BI£ and secondary treatment standards.  Monthly short-term chronic toxicity tests are
required on Outfall 001,  using 100% effluent.   Should the results show potential
toxicity, testing may be varied and/or accelerated.  If these results prove the
effluent to be toxic, a Toxicity Reduction Evaluation will be required.
Effective Date:  November 1, 1987
Expiration Date:  October 31, 1992
Abstract Date:
    Final Permit
January 26, 1989
                               EFFLUENT LIMITS (FINAL) .,

AL0000302:  Fruehauf Corporation  (Page 2 of 2)

                          Outfall      Ava./Max. Limits* and Units
                    Monitoring

Iron, Total :
Oil and Grease :
TSS :
Ethylbenzene ** :
Naphthalene ** :
Methyl Ethyl Ketone ** :
Flow :
BODS :
TSS :
Fecal Coliform :

.
.
.
.
.
.
.
.
*Ava, Daily/Max. Daily
**Honitoring only required

001A :2. 62/3. 81 n
:236/393 "
:389/806 "
:— /10 ua/1
:— /5.0 "
:— /100 n
001B rmonitor onlv
:30/45 ma/1
:30/45
: 200/400 S/100 ml

: . ,7 . ' . ' . "" " ' " ,"
" ' • • : 	 •'.'".
• -! "..••':•', ' • •
, -.. • - • .. •- _ -.--- - • •.-•'•-•
:, . . . ..... . . .....
* .' . '



when aroundwater is pumped or treated.
.. .... ....
Ji/w _24rhrl5omp
arab
n 24-hr como
arab
" '24-hr COIUD
" arab
1/d total
1/w 24-hr comp

n n






*



, • .-' - .' .• ' ' , . •

-------
AL0000841:  Reichold Chemicals, Inc. of Bay Miriette, is in the Tall Oil Rosin. Pitch &
Fatty Acids Subcategory (40 CFR 454.40 Subpart D)  and in the .Rosin-Based Derivatives
Subcategory (40 CFR 454.60,  Subpart F) of the Gum  and Wood Chemicals Manufacturing
Category (SIC 2861, 2899).   Their products are the result of distillation of crude
tall oil, produced as a by-product  of the H raft pulping process.  Treated process
wastewater is  routed to the Bay wiriette POTKT and the stormwater runoff is discharged
to Hollinger Creek via Outfall 002.  Pretreatment facilities consist of oil skimming
and recovery F acid and polymer addition,  static mixing, induced air flotation, foam
breaking, caustic addition for neutralization, nutrient addition, and an aerated
lagoon.  Effluent limitations  (Outfall 002) for BODS, ammonia, TKN,  and D.O. are based
on a water quality model; Oil  and Grease are based on demonstrated performance; and
TSS are based  on BPJ, which is considered  equivalent to BCT.
Effective Date:  October 12, 1987
Expiration Date:  October 11, 1992
Abstract Date:
    Final Permit
January 30, 1989
      ,;,                       EFFLUENT LIMITS (FINAL)    '

ALOOOO841:  Reichold Chemicals, Inc.

       Pollutants         Outfall      Ava./Max. Limits* and Units
                    Monitoring

Flow
pH : '
BOD5
TSS
Oil and Grease
Ammonia
Total Kjeldahl Nitrocren
Dissb^ed Oxyaen '














001
• .

•








"'

'




.

. " " . = ' * - ' \
monitor only :
6.0 - 9.0
25/37.5 .ma/1
30/60 "
10/15 " :
2/3 :"
10/15 "
6.0 ma/1 minimum








' , /' ' .. •••- •'•:•- . -'.





continuous
** arab
..**... camp
** •";-'. "-"' ":" •-
** arab
** COfTp
** V "
** grab




"








 *Ayg. Dailv/Max. Daily
**Once per discharge not to exceed once per week.

-------
ALQ001597:  E.I.  DuPont de Nemours &. Company* in Axis, manufactures pesticides,
specialty organic, and  inorganic chemicals  (SIC 2879, 2819, 2869).  This fcicility is"-
in the Organic Chemicals,  Plastics, and  Synthetic Fibers Category  (40 CFR 414; Subpart
P & H).   Outfall 001 discharges 0.614 mgd of process wastewater, sanitary wastewater,:
and contaminated stormwater to the Mobile River.  Wastewater treatment consists of ,  •
peptane extraction, alkaline hydrolysis, high temperature hydrolysis, air gstripping,
neutralisation* equalization, biological treatment, and clarification.  Was;ted sludge
is incinerated.  Effluent limitations are a BPJ determination- of BAT/BCT.  Monthly 48-
far. acute felicity tests are  required to determine the LC50 of the  effluent  The  ;
permittee must conduct  an  isopleth study to determine the instream waste
concentration.  The results of these two studies will determine whether a Toxicity   ,
Reduction Evaluation is necessary.  Every, six months, a Priority Pollutant Scan must
be performed.
Effective Date:  September 15, 1987
Expiration Date:  September  14, 1992
Abstract Date:
:    Final Permit
January 26, 1989
                               EFFLUENT LIMITS  (FINAL)

AL0001597:  E.I. DuPont de Nemours and Company

       Pollutants         Outfall      Ava./Max. Limits* and Units
                    Monitoring
Flow
pH
COD
BODS
TSS
Amrtonia
Total Pesticides
Cyanide, Total
Priority Pollutants












001




















monitor only
6.0 - 9.0
,1123/11^253 Ib/d
479/783 n
653/1175
1088/2393 "
2.99/6.70 n
0.87/1.74 "
monitor only







i



.
1/cl instant.
" arab
" 24-hr comp
n . n i
'" " ' • '". , •. •
n' n
n n
n , n
2/y






"




i ' • ''
*Avq. Dailv/Hax. Daily

-------
AL0001970:  ICI Americas,  Inc. -Cold Creek Plant,  (formerly Stauffer Chemical Corp.),
in Bucks, is in the Pesticides Manufacturing  Category (40 CFR 455) and produces
technical herb icides* technical  insecticides,  and  organic  intermediates (SIC 2879).
Process wastewater receives skimming, neutralization^ aeration, and pH adjustment
prior to underground injection, as regulated by their Underground Injection Control
Permit.  Outfall 001 discharges 0.406 mgd of copling tower/boiler blpwdown,
stormwater, and sanitary wastewater .,to the M^j^gjver..  Sanitary wastes are treated
in an activated sludge package plant  (Outfall 001A)« and require comminution and
chlorination prior to combining with 001 ; wastewaters.  Effluent limitations are water
quality-based and represent -. BPJ.  Acute' toxicity tests :are required at 001 on a
monthly .basis for the first six months, and quarterly,  thereafter.  After the
completion of six toxieity tests, the .State will , determine if the discharge is
potentially toxic, therefore requiring additional and/or accelerated testing to
eliminate uncertainties  in  the  testing processi  If the effluent '-is found to be   ,
potentially toxic, additional toxieity testing will; be required^ .as well as a
determination of the isopleths of waste concentration in the receiving stream at>  „
critical, low flow conditions.   A Toxieity Reduction Evaluation must be, conducted if '
the ihstream waste concentration is greater  than the no observed acute Affect
concentration.  The permit contains^ a reopener clause pertaining to changes in
discharge conditions, effluent characteristics, and effluent toxieity.  The use of
biocides containing tributyl tin, tributyl tin oxide, zinc, ; chromium, or related
compounds in cooling systems is prohibited,             .   *
Effective Date:  July 15, 1987
Expiration Date:  July  14, 1992
                                                      Abstract Date:
   .Final Permit
January 31, 1989
          .   •          .'."".''.,  EFFLUENT LIMITS'"(iFINAL)  " ~'~J'.".'J\'^

AL0001970:  ICI Americas, Inc. - Cold Cre^ek Plant

       Pollutants         Cutfall      Avg77Max. 'Limit's*'and Units
                                                                          Monitoring
FlOW
COD
TSS
Dyf onate
Betasan
Thiocarbamates
pH









'" ': 001 :monitor only •
: :100/150 Ib/d • ..'...'.'.--.
: :96/288 " -
: ' : — /0.5 mg/l\
. 	 /n c •' n
: : — / u . D
: :— /3.3 "
: :6.0 - 9.0
: 001A :— /200 #/100 ml
: ' - : "•'••-
:"• •- : ' - -
a a
* : ! »'/
a a ' . - < -r;' " . ~. - ' -
I • •• 5 • •• • " .

a a -'*••.. - - -
a a - - • •
continuous •
1/d 24 hr comp
n n
1/m "
n n ,
n n
continuous
1/m grab

*« i . -• . • ,
.. .^ . ,





 *Avg. Dailv/Max. Daily

-------
ALQ002666:  Union Carbide Corporation, in Chickasaw, manufactures  molecular sieve
adsorbents and catalysts (SIC 2819)  and is in the Organic Chemicals.  Plastics, and:
Synthetic Fibers Category (40 CFR 414).  Process wastewater and stormwater is
discharged through Outfall 001 and Outfall 002 discharges process  wastewater.  Both
outfalls empty into Chickasaw Creek via the Alabama Power Canal.  Wastewater treatment
consist of chemical precipitation, ammonia stripping, sedimentation, neutralization.
and coagulation.  The mass effluent limitations, which apply to the total loading from
the two discharges, are based on the previous permit  in  the absence of promulgated
guidelines.  Quarterly 24-hr acute toxicity tests,  on 4% effluent  of a flow  ,   ;
proportioned composite sample from Outfalls 001 and 002, are  required using fathead
minnows.  Testing shall be conducted on a monthly basis when copper and silver are
used in production.  The effluent will be considered acutely toxic  when  mortality
exceeds 10% of the test organisms.  Should the discharge prove to  be acutely toxic, a
Toxicity Reduction Evaluation may be required.  If  the effluent flow rate or effluent
characteristics change in a manner that increases the potential for acute toxicity,
the permit may be reopened to incorporate requirements commensurate with those
changes.  The permittee is also engaged in the research and development  of new       '
processes and products that are not a part of the normal manufacturing procedure.
Discharges from these activities will be allowed on a case-by-case basis provided the
permittee notifies the State of the nature, quantities,  and discharge time ;periods
for those pollutants,  and that the permittee adheres to all effluent limitations, time
limitations, monitoring and  reporting procedures.                               -
Effective Date:
Expiration Date:
September 20, 1987
 September 19, 1992
Abstract Date:
    Final Permit
January 27, 1989
                               EFFLUENT LIMITS (FINAL)
AL0026328:  Kerr - McGee Chemical Corporation

       Pollutants         Outfall      Ava./Max. Limits* and Units
                                                        Monitoring
. . - • : . ; • • -... :.
Flow
pH
Barium (Total)
Nickel "
Tungsten "
Chromium "
Molybdenum "
Platinum (001
Silver (Total)
Cobalt "
Palladium " (001
Rare Earth_Metal3__
Vanadium (Total)
TSS
Nitroaen (Total)
Phosphorus "
Copper "
Manganese n
plemental Sulfur
Zinc (Total)
Bromides
Soluble Fluoride


*Avg. Daily/Max.
: 001, 002 rmonitor onlv

.
.
.

.
only) :


only) :
(Total)
.
.




•6.0 - 9.5
: 25. 0/50
:5. 0/10.0
•20.0/40.0
:4.1/8.2
: 20. 0/40.0
:0.8/1.6

Ib/d
n
n
n
n
n
:monitor onlv
:1.7/3.4
:0. 8/1.6
: 245/368
:3.3/6.6
: 2000/4000
: 200/400

Ib/d
it
n
n
"
n
n
tmonitor onlv
:8.9/17.8
Ib/d

***
***
***
***
***
***
***
***
***
***
***


***
***
***
: :monitor onlv
.
.
.
.

Dailv
: 12. 5/25.0
:1107/2213_
: 150/180



**Sample to be collected during everv 8-hr
are operating.
***To be monitored
to discharge.

only when


Ib/d
n
n



***
***
***

continuous
*•*
1/W
n
grab
24-hr comp
n
n n
n
n
n
n
n
w
n
'•-" , n ".: •
1
n \... . • •
it - -
it - • .*•
'** ' . •n:,.--..-
n n
n
• ' *>
n n
n
n
n
n
n
it
• •
n
1/d
n



n
" **
" **
' : -


period that effluent discharge isuiros

metal or halide is being



used in production and


subiect


-------
AL0002801:  Scott Paper Company  (SIC 2621),  in Mobile, is in the Pulp, Paper, §njl
Paperboard Category (40 CFR 430)  and produces Board,  Coarse,  and Tissue Bleached Kraft
(Subpart H)  and Alkaline Pine Kraft  (Subpart I).   The facility has seven outfalls
discharging to Chickasaw Greek (Outfalls 003, 004, 005, 006,  007, 008, 010)  and one
outfall that discharges to the Mobile River  (Outfall 009).  The following is a    \-":_
description of the outfalls; 003 - stbrmwater runoff; 004 - 1.9 mgd of filter backwash
and clarifier blpwdown from the  raw  water treatment  and stormwater runoff;  005 ^0.02
mgd of stormwater runoff; and non-contact cooling water; 006 - noncontaminated   :
stormwater  runoff; 007 - 0.5 mgd of stbrmwater runoff and non-contact cooling .water;
008 - emergency bypass; 009 - 69 mgd of process wastewater; and 010 - noncontaminated
stormwater.  Treatment consists  of screening, primary clarification, neutralization,
aeration basins, secondary clarification, aerated lagoons,  and chemical conditioning
and dewatering pf sludge.  No rationale was available  for the effluent limitations.
Outfalls 003, 006,  008,  and 010 are not  limited in this permit.   A BMP Plan  must be
developed within six mbhths and  implemented no later than 18 months after the,   •
effective date of the permit.  Within 60 days of the effective date, a plan of study
for determining the impact of the  discharge on the receiving  stream, must be
submitted.  Six months after approval of the study plan,  and  every twelve months,
thereafter, a report determining the the zone of impact resulting from the > discharge,
is required. The Discharge Information Zone (DIZ)  will be the larger of the following;
(1)  the area of the existing impact, or  (2)  the area of a circle with a 400 foot
radius.  No biological impact shall occur at the perimeter or outside the DIZ.  The
permittee is required to determine the Instream Waste Concentration for Outfall 009
and perform quarterly 24-hr acute  toxicity tests on  the IWC  %  effluent.  The discharge
will be considered toxic if mortality is greater than 10%. A. Toxicity Reduction
Evaluation may be required if the results of the  tests show .the presence of acute
toxicity.  Should the effluent rate of flow or characteristics change as to increase
the potential for acute toxicity, the permit may be reopened and modified.

Effective Date:  October 1, 1988             '                             Final Permit
Expiration  Date:  September 30,  1993                 Abstract Date:  January 30, 1989

  :           :  ,  ,     .     v   \EFFLUEOT1 LIMITS XPINAL) ,   ;         •

AL0002801: / jSbott Paper Company                   ,     .;....,     .;'.',;;,      ,,,..,
Pollutants Outfall Ava. /Max. Limits* and Units"
. .. . ' - . •."•- ' : 	 •.-•«• • : - -••••:, .;.. • -• .. • • • ' •-•
Plow : 004 :monitor only ~ ,. :
pH : :6«0 - 9.0
TSS : : 211/422 ma/1
Aluminum, Total Dissolved :17.5/35 " ; . , . . .•• .L ,
Iron. Total : :6.7A3.4 " '
Flow : 007 ***: monitor only
pH .• • •':.. •.,.-'.'.: ' :.'-...-•' : '---•- '." - ' ' •'--:" '.. '- • .:'"••••". ' .',-
Total Residual Chlorine : :0.2/0.2 mo/1 ** ,
Temperature : :100/100 ,P
Flow : -,009 :monitor only
pH --": .•' ' '"' •'•"••'..-• "":.'" "-'i^'"'. -" • :5^0--r 9'.-0'-' ;..-.:.;'. .• ... . ..•'•••'•.;'•:.:
BOD5 : :24,300/46.769 .. Ib/d :
TSS : : 47. 762/88. 880 " ;
Pentachlorophenol **** : :6.4/6.4 "' .
Trichlorophenol **** : t40.2/40.2 "
. ' : ;•...:'. • .-. , •: : . ., : . : .-•: -I/.. I-.:.'.' '- "-. • . :: •" ' •- ..' " : •', -• •
-..- -. ........... .:-. - :• • . - •-:-. - -: ••• •- . .. ••'
*Ava. Daily/Maa:. Daily
**To be monitored when added or when present in the influent water.
Monitoring
• " , - • ' .
.•:-.:l/w:lnstant.-
: " arab
: •$•'•••:• dbmD
. n n
. n n
:2/m instant.
. sM/A, orab
:2/m "..
. n n
:5/w total
: " arab
v " 24-hr conro
. . n • •«.-,,-.
:l/cr arab
..I/a
».•'•••--- : ' . . •-'...-.•.
•


***Monitorina requirements imposed for periods when there is no stormwater discharae.
****Monitorina requirements and limitations do not apply if permittee
chlorophenolic— containing biocides are not used. -•
certifies that


-------
AL0003115:  Union Camp Corporation,  located  in Prattville, Alabama, is a facility,
where the Kraft (sulfate) process is used to produce pulp, sulfate turpentine, and wood
fat soaps front j^opd chips.   Wastepaper is also converted to pulp which is converted to
linerboard and *he facility produces crude tall oil by acidulation of wood fat soaps
(SIC 2611, 2861, 2631).  Production is 2,254 tons per day.  There are two discharges
(Outfalls 001 and 002) to the Alabama  River,  arid one, (Outfall 003) to Autauaa Creek.
Outfall 001 consists  of process and  sanitary wastewater and has  an average flow rate
is  25.8 mgd.   Treatment at this outfall is by sedimentation in aerated lagoons: and a
stabilization pond.  Untreated noncontact cooling water discharges from Outfall 002
(0.8 mgd average) and from Outfall 003  (0.13 mgd average).  Effluent limitations at-
Outfall 001 are  based on BPT/BCT effluent guidelines for  the Pulp. Paper and Paper
Board Category  (40 CFR 430).   Temperature limits, at Outfalls 002 and 003 and the
stream sampling retirement for dissolved oxygen are based on water quality standards.
Acute screening  toxicity tests-are to be conducted on Outfall ,,001 on a quarterly -basis
for one year.  If no  toxicity is found, the test may be conducted on a yearly basis,
but if toxicity  is found (mortality  > 10%) in the first/test,  additional and/or
accelerated testing -will be  required.  Also, a study to determine the:isopleths of
waste concentration in the receiving stream, under critical low flow conditions must
be  conducted.  Should the instream waste concentration be greater than the no acute or
chronic toxicity effect level, a Toxicity Reduction Evaluation must be performed.
Changes in the effluent flow rate or effluent characteristics may prompt a reopening
of the permit to incorporate requirements commensurate  with those changes*
Effective Date:  May 2, 1987
Expiration Date:  May 2, 1992
                            Abstract Date:
                                  \. Final Permit
                               January 31, 1989
                               EFFLUENT LIMITS  (FINAL)
AL0003115:  Union Camp Corporation
       Pollutants
Outfall
Ayg./Max. Limits* and Units
Monitoring
Flow
BOD-5 (Jan. - Apr. 30)
*** (May 1 - June 30)
*** (July 1 - Oct. 31)
(Nov. 1 - Dec. - 31)
TSS L
Instream Dissolved Oxvger
Pentachlorophenol **
Trichlorophenol **
t>H
Flow
Tenperature



001 : report ,
: 17. 811/35. 623 Ib/d
: 11, 152/22, 304
: 9007/14. 231
: 11, 152/22, 304 "
:27, 048/54, 096 •«
i :5.0 mg/1 minimum
:— Y2~.6 ' Ib/d
:— /2.4 "
:6.0 - '9.0 "
002,003 : report *
till/Ill F •
•
* * '
•
•1/rl
. i"
?.*
n
n
n
T/w
1/q
n
1/rl
t/m"
n

.

total
24-hr comp
n
" " " ".
n
1 n
**** "".
grab
n
II--.-' ' ..
instant
grab

- , n, IT, Mu .
* ,. 	
   *Avg. Dailv/Max. Daily
  **Requirement applies only if chlorophenolic-containing biocides'are being used':
 ***From June through October, the rate of BOD5 shall be governed by the equcition;  "
    BODS (Ib/d) « 1.63 0 (P.O. - 5.0); where 6 = River flow in'c£s and D.'O. = instream''
    dissolved oxygen concentration in mg/1 at a depth of 5 feet. At no tdlhe shall the
	discharge cause the instream P.O. to fall below 5.0 no/1.
****Stream monitoring required twice/week when minii
    once daily .when P.O. is less than 5.4 ma/1.'	
                                          than 5.9

-------
AL0003247:  Sloss Industries Corporation, in Birmingham,  operates a multi-line
facility that produces foundry coke,  furnace coke,  specialty organic chemicals,
ductile iron  pipe,  processed mineral fibers for ceiling tile and irisiSiating products,
and by-product  chemicals (SIC  3312,  2819,  3296).  This facility is irFtlie Iron and
Steel  Category  (40  CFR;42Q; Subpart A, Cokemaking), the Metal Molding and Casting
Category (40  CFR 464;  Subpart  C,  Ferrous Casting ), and the Organic Chemicals.
Plastics,  and Synthetic Fibers Category'(40 CFR 414 -  Specialty Chemicals).
Production rates are 2,998,000  Ibs/day for the  cokemakirig plant and 1,780,000 Ibs/day
for the mold  cooling arid quench operations.   Outfall  OOlA is an internal outfall
for treated metal  molding and casting wastewaters  (0.5 mgd), Outfall 00IB is the
internal discharge from the biological treatment plant (1.0 mgd),  and Outfall 001 is
the combined  discharge from OOlA,  001B, contaminated and  uncontaminafed stormwater,
and non-contact cooling water  (4.223  mgd).   Outfall 001 empties into Five Mile Greek.
Wastewater treatment'consists  of a phys ical/chemical  treatment for metals and-oil
removal, an activated sludge facility, pJL adjustment.'a polishing lagoon, and a series
of stabilization ponds.  Effluent  limitations are based on the following: Outfall OOlA
-  BAT  effluent  guidelines  for  the Metal Molding and Casting Category; Outfall 001B -r :
BPT/BAT effluent guidelines for the Organic  Chemicals, Plastics,  and Synthetic Fibers
Category;  Outfall  001 - water 'quality standards, effluent guidelines, and BPJ.
Monthly 24-hr acute, screening  toxicity tests on 46% effluent from 001 are required.
If the effluent is  shown to be toxic, (mortality > 10%), a Toxicity Reduction
Evaluation must be  performed.   Should the effluent  flow rate or characteristics
change,  the permit will be reopened arid modified.  A BMP  Plan must be developed within
six months and  implemented no  later than twelve months after the effective date of the
"permit."       '"'  .--••-•;•••• •.•  •  ••-•• -«•-•    ••   -.» ^._.-.-..     .. ..,...^.,. ..    > ..._
Effective Date:  'dctober  1,  1988
•Expiration Date: "September 30, 1993
                            Abstract Date:
                                 :;- Final-Permit
                               February 1, 1989
                            '    EFFLUENT LIMITS (FINAL)

AL0003247:  Sloss  Industries  Corporation (Page 1 of 3)
       Plollutants"
Outfall
Avg'./Max. L'imits* arid Units
'Monitoring
Flow
pH v
Oil and Grease
TSS
Free Cyanide **
Benzene **
Phenol **
Chlorobenzene **
Toluene **
Naphthalene **
: 001
•
' — • 	 : 	 	 " - -
•
* i m
•
	 * 	
:
•
•
• -
* • •
•
. ._ _».
•
•
Copper, Total Recoverable **
Lead, "
Zinc,
Ammonia ** •
Flow
CoDoer (Total)
Lead
Zinc
Flow
BODS (influent)
BODS (effluent)
**
**
»
: OOlA
•
•
. . .
•
	 _.... • — _ .
: 001B
•
. 	 . — — _ 	 • 	
o
•
Percent BOD Removal :
COD

*Avg. Daily/Max.
**To be monitored
o
. '. J
Daily
only when there
: monitor only
:6.0 - 9.0
: 615/1230 Ib/d
: 1200/4000' " •
i— /0.048- ma/1
i—A. 14' "" : "
:— /2.20 "
:— /4.21 "
:— /3.78 " '
:-~/0.497 " :
:--/0.08 ••".:••
:— /0.49
i— A. 35
:— /13.00 .-."••
:monitor onlv
:0. 26/0. 48 Ib/d
iO.56A.l5 ' "
rO. 83/2. 13 ».-
:monitor onlv
" ' ,-•--- "- •- . •.
: n - :••• 	
:85.0% Daily minimum
:monitor only
• •

is no stormwater discharge.
:l/d total
continuous .'•-'
:l/w grab
• .-''-: " comp ;
:2/m grab
. n n
'• •" ""•-' ' -' ". :''••'•'
" ' • •" , - n * '•"
. n n
':'-•" 24-hr comp
' '• . .n n '..
'.""". n
n n
".' " ' • -1? -'.; ",'
•".. totalized
" 24-hr comp
' '/• • -". '•'•.*• ""- '',".''
;. ''-" ' "v. ' -• "-,'
,r^ : . i/d totalized
"":;¥''lii2/w 24-hr comp
' 	 .-W - -n V-
: " calculated
:2/m 24^hr comp
• .- - - -, >. .-.....'-.- _ *-
•



-------
EFFLUENT LIMITS . (FINAL)
. - -.'..'....•;,.-.,,,
AL0003247: Sloss Industries Corporation (Page 2 of 3) _ ,
Pollutants Outfall Avg./Hax. Limits* and Units Monitoring ^^
: . ' . • • • • - •.-•',. •• • -,• ..;• •:. •••• • .-.-••. •: -^H
Anmonia : 001B :53. 0/181.0
Acenaphthene :
Acrylonitrile :
Benzene :
Carbon Tetrachloride :
Chlorobenzene :
l»2»4-Trichlorobenzene :
Hexachlorobenzene :
1,2-Dichloroethane :
1 * 1 , 1-Tr ichloroethane :
Pexachloroethane :
l»l-Dichloroethane :
1 ,1 »2-Trichloroethane :
Chloroethane :
Chloroform :
2-Chlorophenol :
l*2-Pichlorobenzene :
1,3-Dichlorobenzene :
1 » 4-Pichlorobenzene :
1,1-Dichloroethylene :
\ , 2-Trans-Dichloroethylene
2,4-Dichlorophenol :

If3~pichloropropylene :
2,4-Dimethylphenol :
2 •> 4-Din itroioluene :
2r
-------
        ,;•:      .., .    ,            EFFLUENT LBlITSi  (FINAL)    ,-



AL0003247:  Sloss Industries Corporation (Page 3 of 3)



       Pollutants         Outfall      Ava./Max. Limits* and Units
Monitoring

Pyrene
Tetrachloroethylene
Toluene
Trichloroethylene
Vinyl Chloride
Chromium (Total)
Copper ,
Cvanide "
Lead "
Nickel "
Zinc
Xylene
Phenols (4AAP)
• - - ...






*
.»
•
•
, •
;
•
• -
•"»
;
•
j_» .
?
•
•
- •
• *
•
•
* •
.
'• -
•
'• •
- - : '.. . ; • : -...•••%;• .--••• • '• . - .
001B: 0.07/0. 18 Ib/d
:0. 06/0.15 "
•s — /0.22 "
-s 0.06/0. 15 "
rO.29/0.74 "
•.monitor onlv
- '. , " ,. ' ' ; • . •• ••
:12. 0/21.0 Ib/d
: monitor only
..•• . • ." •-•••;--
..-•-.. - -..-,.
- . !!••-;•-.. i *
• . '•:"* '••!•- - . ' - - -: ' . . ^
•••--.:•• " -:•- . ,--•.-:- . ......
:0. 14/0. 27 Ib/d •-•••
. • ' , ' " ' " .-','•-••'
»- • . ' ..-.-• -.,•',
• ' • •
• --..• - ' - '.,.;'-.•-•--
••..'' L ' .
'•-. - •: • "- '' '- '- . • : • .•' . -•' -
•-- • : •••-:••• ' .••..• "
-' -• • , ' ' • -
• :l/y 24-hr coup
:l/q arab
:2/m ' "
:l/y , •"-
. n n
:l/q 24-hr carp
• . . ' . ....,":. n ,- ..
•:2/m - arab
:l/y 24-hr conp
.. ... n . . n
•-• • . " •-•:. ". • ;.
:l/q arab
:2/m 24-hr comp
' " ' ' " '••.'' A1 .;
• . - . '"••'.
•
' • - "••',.•'•
•
• '• ":••'- - : - /; -:.' -'•- - ;,- ':
'•' ' •--''-. •-- '. ''"'•-- •-"-' . .
*Ava. Dailv/Max. Dailv •.. ;-

-------
ALQ003891:  The Tennessee Valley Authority's National Fertilizer: Development Center in
Muscle Shoals, Alabama, is engaged in the research and development of nitrogenous and
phosphatic fertilizers  (SIC 2873, 2874).  The facility is in the Fertilizer  ;  >    •
Manufacturing Category  (40 CPR 418)  and is currently in operation only 30-40 days per
year due to funding constraints.  Plant discharges receive biological treatment before
discharging (Outfall 109,  111).  Outfalls  101, 103,  and 104  are  process wastewater
resulting from the production of urea  (336 tpd), ammonia  (225 tpd), and nitric-acid
(165 tpd),  respectively; Outfall 105 is discharge from the water treatment plant;
Outfall 106 is discharge from an ash pond; Outfall  109 is treated sanitary wastewater;
Outfall 112 is discharge from an ammonia-from-coal  (ACP) research facility; and
Outfall 111 is a combination of the waste streams described above with the exception
of 109.  Outfalls 102 & 110 have been eliminated andOutfalls 107  (noncontact cooling
water and floor washdown  around the production  units) & 108 (stormwater runoff) are
not regulated by the permit.  The .permit  limitations are based  on  BAT  guidelines  (101,
103—ammonia; 104—nitrate) using the production rates,mentioned above, and the
facility's previous permit (101—organic nitrogen;  104~ammonia; 101, 103, 104—oil
and grease; 105, 106, 109, 111, 112—all limits).  The permit  includes  management -
requirements  (BHP's)  and a standard reopener clause for, toxic pollutants.
Effective Date:
Expiration Date:
April 1, 1985
March 31, 1990
.. ^... ,,,•;,   „. Final .Permit
Abstract Date:  May 9, 1986
                               EFFLUENT LIMITS  (FINAL)
AL0003891:  Tennessee Valley Authority's National Fertilizer Development;Center
Pollutants
Plow
Ammonia (as N)
Oraanic Nitroaen (as N)
Oil and Grease
Plow
Ammonia (as N)
Oil and Grease
Plow
Ammonia (as N)
Nitrate (as N)
Oil and Grease
Plow
Suspended Solids
Plow
TSS
Oil and Grease
Plow
BOD-5
Suspended Solids
Fecal Coliform
pH
Temperature
pH
Plow
COD
Ammonia (as N)
TSS
Qil and Grease

Outfall
: 101
•
.
.
: 103


: 104



: 105

: 106

*
: 109

•

.
: 111
*
: 112

.
.


Ava
: report
: 181/336
: 144/267
: 15/20
: report
: 11. 3/22.
: 15/20
: report
:0. 21/2.1
: 7. 6/56
: 15/20
: report
: 30/50
: report
: 30/100
: 15/20
: report
: 39/58
: 39/58
: 200/400
:6. 0-9.0
: 35/37. 7
:6. 0-9.0
: report
: 250/450
: 28/80
: 30/100
: 15/20

j_/Max. Limits* and Units

Ib/d
"
ma/1

5 Ib/d
ma/1

Ib/d
n
ma/1



roa/1
n

ka/d 30/45 ma/1
n 30/45 "
per 100 ml

C


Ib/d
n
ma/1
N

Monitoring
: continuous
:2/w coup
• " .11
:•'•" arab
•continuous
:2/w corap
: " arab

:2/w conp
A W If
»
: " •• arab__ .
sl'/w instant
: " comD
il/m weir
: " arab

:l/w recorder
•2/W COTOD
. n n
s " arab
. n n

. n n
: continuous
:l/d comD
. n n -
• 1/w "
j " arab

*Daily avg./daily max..
                                                  ava.

-------
AL0022314:  Mead Paperboard,  located in Stevenson, Alabama, is in the Pulp> Paper, and
Paperboard Category (40 CER 430).  The facility manufactures neutral sxilfite semi-
chemical  corrugating medium paperboard (SIC 2631), and discharges from two outfalls to
the Tennessee River.  Outfall 001'is process wastewater  (3.8 mgd) and stormwater
runoff  (<0.17 mg/mo.) treated by screening, sedimentation, aeration  lagoons,
coagulation, stabilization ponds, and discharge to surf ace water.  Sludge is treated
by gravity thickening, belt filtration, landfill, and land application.  Outfall 002
is sanitary wastewater (8,400 gpd), treated by screening, grinding,  activated sludge,
disinfection, rapid sand filtration,  arid discharge to surface water.  Because of EPA
anti-backsliding policy, limitations  are based on ERJV  Limitations based on
promulgated BPT. Guidelines (40 CER 430.22,  Subpart B, Semi-Chemical Sodium Base Mills,
and 430.52,  Subpart E, Paperboard from Wastepaper, Corrugating Medium Furnish
Subdivision), using a production factor of 999 tpd (925 tpd raw materials + 74 tpd
wastepaper), are, less stringent than those in the previous permit;  In the Summer of
1979, a modified life cycle (21 day) Daphnia maqna bioassav was conducted at Outfall
001, using four  test concentrations ranging from 0%-100% treated effluent.  No
toxicity was indicated.  The permit requires a one-year monitoring program of the
Tennessee River  to  include temperature and dissolved oxygen data.  D.O.  in the Summer
has dropped below 5.0 mg/1, and a program will be implemented to prevent further
decreases.,  BMP  and an SPCC plan are required.            .             «   .      ;
Effective Date:   May 1, 1985
Expiration Date:  May 1, 1990
                                                                          Final Permit
                                                           Abstract Date:  May 1, 1986
                               EFFLUENT LIMITS
AL0022314:  Mead Paperboard
       Pollutants
                          Outfall
Avg./Max. Limits* and tlnits
Monitoring
Flow (mgd)
BOD-5 (Jan - Apr)
" (May - Dec)
TSS (Jan - Apr)
(May Dec)
Dissolved Oxygen
PH
Pentachlorophenol
Trichlorophenol***
Flow
BOD-5
TSS
Fecal Coliforra
PH
'•.,.,.. .- .
- ,~ . . '. . ...



001 :report
: 8284/16586 lb/
: 6784/12368 "
: 10020/20040 "
: 7020/13840
:report
:6.0-9.0
:3.83 ppd
. :1.36 ppd
.002 sreport.
,,: 1,3/2.25 Ib/d
: 1.5/2*25 Ib/d
. : 200/400 per 100
, :6. 0-9.0,
• , . : ,,,:,. ':'.''- •- "... ..
...-., :
.- . . . ,,-s. . ..... . -
: . . - - " .
:
1 ." ' • "
d (261/523 mqr/1**)
(214/390 " **)
(316/632 " **)
(222/437 " **)
-;'-••'-

3.83 ppd
1.36 , ppd ,.
'
30/45 mg/L
30/45 mg/1 -.. . :
ml
"•,-.-• •.;.'./.; ,,' •„. -
: : -• f., i. ' •„ f ..-;,">-,• * - '"'-," . ,. '

.. ..,.'•.: . , -.•. .,..„'.• .,..,, ... ,-.'.
-"•„,'•. .-'''• . ': . •,
-,, - ,,' ., ., - .- !"'. .
continuous
1/d 24 hr camp
11 11
11 II
II II
grab ,
ii , it , - ": •
l/g
H n . *
l/w instant '..--.
grab- "
H ii .
H tl i,
11 .11





  *Daily average/daily maximum
 **Eguivalent concentrations based on 3.8 mgd flow, but not included in .permit.
***Monitoring reguirements and limitations for this paraireter do not apply if the
   permittee certifies that cMorophenolic-containing biocides are not used..
   Certification of non-use shall be submitted annually by December 31 if the
   permittee selects this option.           _ -;.....',. '.'..,..,   /  -  "

-------
AL0026328:  Rerr - McGee Chemical Corporation,  in Theodore, >is in
Chemicals Category  (40 CFR 415) and is engaged in the upgrading of ilmenite ore to    •;
synthetic rutile (SIC 2816).   Fluctuations in production sometimes force the: treating
and discharge of water from the iron oxide pond, which is recycled during normal
production.  The total facility discharge is through Outfall 001,  at a .rate of 0.201
mgd, to a tributary of Middle Fork Deer River.  Concentration limits are BPjl in the
absence of promulgated guidelines for this facility are thought to represent BAT/BCT.
These limits are the same as those in the previous permit, except for total chromium,
which is based on the EPA suggested saltwater chronic water quality value.  The
company operates a french drain system, which encircles the iron oxide pond,,  This
system is to be maintained and operated  continuously until  the pond is closed and
groundwater sampling indicates that the pond is no longer causing groundwater
pollution.  The facility must comply  with the effluent limitations by the effective
date of the permit.  Bi-annual chronic toxicity tests are required on 100% e;f fluent,
using two species.  Should the results indicate toxicity, more definitive testing must
be performed, and if deemed necessary, a Toxicity Reduction Evaluation will be
required.                 -       •      •••    •'.•"-     '•'.••.-  ,.  . :-.•  ".->;'<;  ';. '.  ',   •-.'"
Effective Date:  September 30, 1987
Expiration Date:  September  29, 1992
                            Abstract Date:
                                   Final Permit
                               January 27, 1989
                              , EFFLUENT LIMITS  (FINAL)
AL0026328:  Kerr - McGee Chemical Corporation
       Pollutants
Outfall
Ayg./Max. Limits* and Units
Monitoring
Flow : 001 monitor onlv :l/w
pH t
TSS :
Chlorides :
JCron (Total) :
Chromium n t
Manganese " :
Total Dissolved Solids :

*
.


: 6.0 - 9.0
i 50/75 ma/1
: — /10.000 "
••sl.4/2.8 "
•sO.15/0.3 "
S2.0/4.0'
:mohitor only


..•''' ' .


- ; -' " .•-••.. n
... '. :. ••- , . n
...... n

;-••-•• . . n

.. , .... ^ n
• 	





r recorder
arab
CO1TID
n .
- "
• n ,
': - ''.I
n .' '. '







.
• *
'




s -'• : • - - - . •-,-•••::••••
*Ava. Daily/Max. Dailv

-------
AL0029378;  American Cast Iron Pipe Company is an integrated foundry, .located  in
Birmingham, that manufactures 501,912 tons/yr of ductile iron pipe and fittings,
seamless steel pipe,  and steel  castings and tubes (SIC 3321,  3317,  3325).  The
facility is in.the Ferrous Casting Subcateaory of the MetaJL Molding and Casting
Category (40 CFR 464).   Treated process wastewater and stormwater are discharged from
Outfall  001 to Village Cjteek. via storm drain.  A description of the treatment  process
was  unavailable.  Effluent  limitations are based on BPT(TSS,oil  and  grease)  and BAT
(copper,  lead, zinc, and phenols) effluent guidelines.  Limits for  pH are  based on
BPT  and  water  quality standards.  Stormwater runoff, which is heavily laden with
suspended solids and oil and grease, is collected via storm drains  and  discharged into
the  plant's recycle water system.  Stormwater credits .are given for stormwater runoff
during periods of rainfall equal to or exceeding 1/8 inch,  on the, following amortized
basis: 57.14%  for the first day, 28.57% for the second day, and 14.29% for the third
day.  These credits are calculated as a function of runoff coefficient, rainfall
intensity, and drainage  area.  Sequential rainfall events of 1/8 inch or greater with
overlapping credits shall be additive.,  Monthly 24-hr acute screening toxicity tests
must be  performed on the effluent  from Outfall 001.   If the  effluent is found  to be
acutely  toxic  (mortality > 10%), a Toxicity Reduction Evaluation will be required.
Should.the effluent rate of flow or characteristics change such that the potential for
toxicity increases,  the permit will be reopened and modified to incorporate
requirements commensurate with those changes.
Effective Date:  June 1, 1988
Expiration Date:  May 31, 1993
Abstract Date:
    Final Permit
February 1, 1989
     ;                          EFFLUENT LIMITS (FINAL)

AL0029378:  American Cast iron Pipe Company

       Pollutants         Outfall      Avg./Max.  Limits* and Units
' ' : : - ' : •
Flow
PH
Oil and Grease
(Stormwater credit)
TSS
(Stormwater credit)
Copper (Total)
(Stormwater credit)
Lead (Total)
(Stormwater credit)
Zinc (Total)
(Stormwater credit)
Phenols (Total)
(Stormwater credit)
Rainfall (MOD)
Flow (cfs) Vi
(at a

.


*Avg. Daily/Max. Daily
: 001 tmonitor only .
: :7.0 - 8.5
: - • • :192/294 Ib/d

i :653/1145 "
. .__/__ n
» . /
: :5.9/7.7
» ._•••/ n ••'.-'
« /
•: :14.2/28.8 "
•:.' :— /—-.•• "
: :20.5/52.0 "
a .__/___ «
: :2. 55/3. 39 "
„ ._ 	 / 	 - . • • n ,
e . —/—?-
-s rreport
llage Creek report
point near 001)
;: • •,." : '-••-, •-' ';
* • • . • ' • : .". ' • - -

•-" •- » ." . ='-

:l/d total
:2/w grab
. n n
: I/event amort.
:2/w comp **
: I/event amort.
:2/m comp **
: I/event amort.
:2/m comp **
: I/event amort.
:2/m comp **
: I/event amort .
•••'.""" :2/m grab
:l/event amort.

:l/d recorder
: ... .
' ' , - ' ... ."'.-.
• -. - . ; . •' ..... :•'.-•
' . ..,,.,..
• '•: . , : "

**Composite samples to be flow proportioned.

-------
AL0046370:  Allied Products Company. Grayhill-Nunnaly Mine is  located in Shelby and
Bibb Counties, near Maylene, Alabama.  The facility is engaged in surface mining of
coal, mineral  loading,  storing,  and transportation (SIC  1211 and 1213) as a --New Source
in the Coal Mining Category (40  CFR 434,  October 13,  1982).  There are ten discharges
to unnamed tributaries  of Shades Creek and wastewater, which consists of drainage from
surface mining,  is treated  in storage ponds by neutralization  and  sedimentation.
Excavated sediment is landfilled and the landfilling  sites must be covered and
revegetated.  Effluent limitations  in the permit are based on  NSPS effluent  guidelines
and in addition, precipitation event and  post-mining  limitations are included.  In    ': •
order to qualify for post-mining discharge limitations,  the facility must cease all
mining operations and begin revegetation. The facility  must also apply  for  and
receive a phase II Bond Release  from the  Alabama Surface Mining  Commission.   Tying  the
post-mining discharge limitation to the Phase II Bond Release  will effectively protect
Alabama's water quality.  There  is no biomonitoring requirement, but a BMP Plan
including an SPCC Plan  is included in the permit.
Effective Date:  July 18,  1988
Expiration Date:   July 17, 1993
                                 Abstract Date:
                                   Final Permit
                               January 30, 1989
                             -   EFFLUENT LIMITS (FINAL)

AL0046370:  Allied Products Company,  Grayhill-Nunnaly Mine
       Pollutants
     Outfall
Avo./Hax. Limits and Units
                                                                           Monitoring
Iron,  Total
001.004-0^4 ;3.Q/6.0     mg/1
                                                                        :2/m    grab
Manganese.  Total*
            ;2.0/4.0
TSS
            ;35/70
pH**
Precipitation Event Limits;
                 - 9.0
  Rainfall
             ;report inches
   Settleable Solids
            :—/0.5   ml/1
                                                                        :(2V   grab
   Iron, Total
            :—/7.0   ma/1
                                JLI3L
                                  :6.0 - 9.0
Post-Mining Limits
   Settleable Solids
               -/0.5   ml/1
                                                                         1/m   grab
  J2H.
             ;6.0 - 9.0
          		^ »         •  _.	-•	  • - - -----  _.'_:i-~- _n  ' '- -: '-	'	*—  ~'~
  limitations do not apply if effluent, before treatment, has a pH equal or
   more than 6.0 and total iron is less than 10 mg/1
   HH^VV. ..WifeM.l- V* V ViJl*v* V»V^ V^***A.-. •*• *• *^* * ^+*i ^--+~t~i*-r *~.+.+-~*** . -*»_'^_i. .*>*gjf_ -"-^ . ----- ^^_^^^^_^_     i ,„   , .
 **If permittee cannot comply with manganese limits. pH may be as high as 10.5 SU.
 Q^Must  be sanpled within 48 hours after the commencement of the 24 hour: -- ;
    precipitation event. - _ - ^ - - — — — -    '  - - -- -
 (2) Must  be resampled 24-36 hours after cessation of a 24 hour precipitation event.
    The sample should be analyzed for each effluent characteristic specif ied_ln_the
    generally applicable discharge limitations and must be in compliance with, — _^
    those limit
                . - _^ - - ^__ - _ - _^_
 (3) Limitations and monitoring requirement pertains to acid or
   led surface mine drainage only. - ; -- ; - , — ; - __
                                                     non-control-

-------
AL0054704:  General Electric Company,  produces plastics and resins (SIC 2821),
industrial organic chemicals (SIC 2869),  and is in the Organic Chemicals.  Plastics,
and Synthetic Fibers Category  (40 CFR  414),  Production at this facility is currently
in Phase I of a two phase operation.  In Phase I, Outfall 001 will discharge 1.645 MGD
of process, cooling, utility, and storm wastewaters, and increase  this output to  3.2
MGD during Phase II.  Sanitary wastes are discharged via Outfall 002 and Outfall 003
is used, solely for discharging stprinwater.  Outfalls 001 and 002 empty into the
Alabama River, whereas Outfall 003 empties into an unnamed tributary to the Alabama
River. A description  of the wastewater treatment facilities was not available.
Effluent limitations, for both production capacities, are  based on water quality
criteria and are considered to be BPJ/BCT for conventional pollutants and BPJ/BAT for
priority pollutants.  The discharge diffuser must have two open ports during Phase I
and increase this to .five open ports once Phase II commences.  To ensure adequate
siltation control during the ongoing construction,  impoundments capable of containing
the ten year 24-hr storm event, must be maintained.  A modelling study, predicting the
water quality impacts of Phase II effluent loadings,  must be submitted prior to
initiation of Phase II operation.  Should this model predict that, the present effluent
limitations for Phase II are inadequate/  with respect to maintaining water quality
criteria, the permit will be reopened and modified accordingly.  Quarterly acute
screening toxicity tests must be conducted on 100% effluent from Outfall 001.  If the
results indicate potential acute toxicityr additional and/or accelerated testing will
be required, as well as a study to determine the isopleths of waste concentration in
the receiving stream, under critical low flow conditions.  Should the instream waste
concentration exceed the no observed acute effect level, a Toxicity Reduction
Evaluation must be performed.
Effective Date:  November 7, 1986
Expiration Date:  November 7, 1991
    ,                Final Permit
Abstract Date:  January 31, 1989
                               EFFLUENT LIMITS (FINAL)

AL0054704:  General "Electric Company

       Pollutants         Outfall      Avq./Max.  Limits* and Units
                    Monitoring

Flow
T3H
BOD5
TSS
Cadmium (Total)
Copper "
Lead "
Nickel "
Zinc "
Methylene Chloride
Phenols (Total)
Flow
pH
BODS
TSS
Flow
pH
Total Organic Carbon, Tote
Total Copper, Total Lead
Methylene Chloride, Tota]



: •"• .' ' • • ' : ' '•.••-
001 : monitor only
:6.0 - 9.0
: 800/1600 Ib/d (1300/1950 Ib/d **)
: 800/1600 " (1300/1950 " **)
-.2.2/8.1
:2.2/11.0 "
:2.2/!l.O •'"•'.
: (2.2/11.0 Ib/d **)
:2. 2/11.0
:4.4/8.8 n
:110/165 "
002 :monitor only
:5.5 - 9.0
:30/45 ma/1
:30/45 •"
003 :monitor only
:6.0 - 9.0
il Cadmium, Monitor only
1/d total
" recorder
5/w 24-hr comp
n : . ' n
n n
n n
n n
n , n
n n
Ll/w Qtab
" 24-hr comp
1/w total
" instant.
" 24-hr comp
it n
1/d total
2/m arab
n n
Total Zinc,
L Phenols ;
• -
•
• •
• • :
: . . - \ . '. .
 *Avg. Daily/Max. Daily
**Denotes those parameters and limitations that will change with the initiation of
  of Phase II.

-------
AL0055239:  £ul£ States Steel, Inc. operates an integrated steel  manufacturing
facility (SIC 3312, 3316)  in Gadsen,  and is in the Iron and Steel Manufacturing
Category (40 CFR 420).  Production rates  are as follows:  coke plant - 1413 tpd;  blast
furnace - 2524 tpd; basic  oxygen  furnace steelmaking -  3064  tpd;  blooming mill  - 2832
tpd; hot strip mill - 1702 tpd; plate mill - 1091 tpd; HC1 pickle line - 1201 tpd;
galvanize line - 283 tpd;  tandem  mill -  918 tpd; 2-hi temper -  306 tpd;  4-bi  temper -
982 tpd.  Internal Outfall 001A is the monitoring point for the coke plant wastewaters
after treatment, and prior to mixing with the other was test reams, whereas Outfall 001
is for the total process wastestream, including process wastewaters from the
steelmaking operations.  Outfall 001 empties approximately  77.7 mgd into Black Creek.
Existing treatment facilities consist of a settling pond with oil skimming.,   Effluent
limitations are a BPJ determination for  the protection of the existing water  quality
standards.  Monthly 24-hr acute toxicity tests, using fathead minnows, are required on
100% effluent from Outfall 001.  The discharge will be considered acutely toxic if
mortality is greater than 10% of the test organisms.  Should the results indicate
acute toxicity, a Toxicity Reduction Evaluation may be required.   If the effluent rate
of flow or characteristics change, as to increase the potential for acute toxicity,   !
the permit may be reopened and modified.                                   .
Effective Date:  December 4, 1987
Expiration Date:  December 3, 1992
                            Abstract Date:
                                   Final Permit
                               January 30, 1989
                               EFFLUENT LIMITS (FINAL)
AL0055239:  Gulf States Steel, Inc.
       Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow :
pH :
Temperature :
Dissolved Oxyaen :
TSS (Net) :
Oil and Grease :
.Ammonia :
Cyanide (Total) :
Lead " :
Zinc " :
Phenols (4AAP) :
Benzene :
Naohthalene :
Benzo(a)pyrene :
Arsenic (Total) :
Chromium " :
£ron " :
Mercury n :
•
•
•
•
*Ava. Daily/Max. Daily
**24-hr flow proportioned
001 :monitor only
:6.0 - 9.0
:monitor onlv
:3.5 ma/1 minimum
:9.0/22.5 ma/1
:6. 0/15.0 "
:0. 67/0. 67 "
:0. 02/0. 02 "
:0. 03/0. 03 .»••••
:0. 18/0. 18 "
:0.03/0.085 "
:monitor only
* n , . ,- •'"-"-.'
n . -
; "
n
"
» -
* .
: • • - . •
: . . • • '• *
: ' •''•,'"

composite
continuous
u
- , - n
5/w arab
" 24-hr comb
11 arab
11 24-hr comb
arab
" comp **
n n **
n •••».**.
1/w arab
n n
n n
" como **
n it **
n " **
n " **




' ' K ••'•• 	 :-•• -.••.-


-------
AR0000582:  The ALCOA facilliy located.in,Bauxite, Arkansas, is in both the Ore Mining
arid Dressing Category (40 CFR  440) and the Nonferrous Metals Category (40 CFR 421)
mining bauxite via open pits  (SIC 1051)  and refining it into aluminum (SIG 2819).
Discharges are to Holly Creek (Outfall 009), Hurricane  Creek (Outfalls 007,008) and
Big Branch Creek  thence Dry Lost Creek thence lost Creek (Outfall Old).  Outfalls"
008, 009, and 010 consist of acid mine drainage water with daily average flows of 3*62
mgd, 2.42 mgd, and 2,63 mgd, respectively, neutralized with hydrated lime.  Outfall
007 is overflow from the Storm Lake process water impoundment containing bauxite
refining process  wastewater, sanitary wastewater,  and stormwater runoff.  As of 5/25/
there has been no discharge from this outfall; any discharges that occur in the future
will receive  neutralization as treatment. Outfalls  001A, 001-006, Oil, and 012 are no
longer  operative.  ALCOA'S request to use the process wastewater for neutralization
treatment of  mine water was not accepted pursuant to 40 CFR 421.13 (BAT);421.l3(a)
states  that there will ba no discharge of process'1 wastewater except for the stormwater
allowances of 421.13(b).  ^e permit limitations are based on BPT/BAT guidelines for t
mining industry  (40 CFR 440.22,  440.23).   A  99% pH compliance requirement (40 CFR
401.17) is included due to a pH concern.   Biomohitoring requirements for Outfall 010
consist of 24-hour static screening tests using 100% effluent samples  (by volume).  If
survival of the test organisms is less than  80%, a replacement static 48-hour median
LC50 test must be performed on the originally collected sample.  Tests will be conduct
quarterly for a duration of two  (2) years.
Effective Date:  October 12, 1985
Expiration Date:  December 23, 1989
                              Abstract Date:
                                   Final Permit
                                 March 25, 1986
                              ., EFFLUENT LIMITS  (FINAL)
AR0000582:  ALCOA

       Pollutants
Outfall
Avg*/Max. LJmits*and Units
Monitoring

Flow
TSS
Iron ;
Aluminum
pH
-. • "
Flow
TSS , . ,
Iron
Aluminum
PH
- - '..*,..
.. : ..: %




-.-.:- ...-..., • • :..-. . , ' ;. .
007 :repprt , .
,:20/30 mg/1 ....
1.0*5/1.0.... "
:1.0/2.0 "
:6,0 - 9.0
• . . - . - .
... - ...» .. - . - -.j - . •-,.--.' .. • - • ; • -. . •
008, 009,: report
010 	 ::20/30 mg/1 .. : ../
:0. 5/1.0 " •••••••
:1.0/2.0 "..-.:
:6.0 - 9.0 .•;..
:-.-'"•'.
..... . -. ;
• ".'--•--
-..•,.,- . . - - '..--•',-
; - . - _ \ _- 1 „.•-„.„ ^ 	 4, - \ ,.;.-, ••.
•'"'--• r " ' - '-,-'"
- \ .-.,«. j - ".. " • - - ' '- - ; " '-....•--.
"'.«-'' . . -
• . : . = . . - - - ' -

continuous
1/w 24 hr conp
it n
H - n : t
grab

continuous
1/w grab '.'.-•
H . ii -. •• .
|l ''•• H ••.
continuous






 *Daily average/daily maximum.

-------
AR0000680:  Great Lakes Chemical Corporation in El Dorado, Arkansas, is a fire
retardent (SIC 2879) and bromide manufacturing plant in the Inorganic Chemicals,
Category (40 CER 415).   Outfall 001 discharges  stormwater, once-through cooling
water, exterior truck wash and condensate at an average rate of 0.15 mgd to Gum Creek
to the Bayou de Loutre.  Outfall 002 discharges stormwater,' safety system flush and
steam condensate at an average rate of  0,18 mgd to Walker Creek to Corney Bayou.
Discharge at Outfall 001 is estimated to average 77% stormwater, and at Outfall 002,
stormwater comprises 93% of the discharge.  Flow at these outfalls is noncontinuous
and discharge is only during large rainfall events.  Outfall 003 consists of 0.004  mgd
sanitary waste.  Treatment techniques are unspecified;  all process waste -is discharged
to deep injection wells, but toxics, chloride,  and temperature limits are imposed due
to possible accidental discharge or lack of receiving water dilution.  At .Outfalls  001
and 002, concentration limits are  based on the following:  chlorides and temperature -
water quality standards; oil and grease - Region VI guidance; total organic carbon,
chromium,  total organic ha 1 ides, and ethylene dibromide -~ BPJ.  At Outfall 003,  limits
on BOD and  TSS are previous permit limits.  Biomonitoring screening tests are required
once each quarter for a period of two years, by 24 hour composite sampling.  If there
is a survival of less than 80% of the test organisms, a.48 hour.LCSO test is required
There is no requirement for a BMP  Plan  included in the permit.
Effective Date:  October 30, 1984
Expiration Date:  October 29, 1989
Abstract Date:
    , Final Permit
February 28, 1985
                               EFFLUENT LIMITS (FINftL)
AR0000680:  Great Lakes Chemical Corporation
Pollutants
Flow
roc
Chlorides
Total Organic Halides
Ethylene Dibromide
Total Chromium
Oil and Grease
Temperature
r&
Flow
TOG
Chlorides
Total Organic Halides
Ethylene Dibromide
Total Chromium
Oil and Grease
Tenperature
EH
FlOW
BOD-5
TSS
PH
-
Outfall
001








002








003




Avg./Max. Limits and Units
report
—760 itcr/1
— /800
— /200 ucr/1
~/50
— /50 "
— /15 no/1-""
32.2 C
6.0 - 9.0
report
--/35 rng/1
— /160
— /200 ug/1 ...-•'•
— /50 "
— /50 ••'-»• '
— /15 mg/1 - '<•
32.2 C
6.0 - 9.0
report
15/25 mg/1
15/25 ..
6.0 - 9.0

Ifcnitoring
: continuous
: 1/d* grab
: "* 24 hr coup
:l/w*
• "* -.«
: "* grab
:l/d*
• »* »
:coritinuous
: •.' "
: 1/d* grab
: "* 24 hr contp
:l/w*
':."*' "
: "*' qrab
:l/d*
. «* »
. „
:l/d estimate
:2/m 24 hr cdttp
- " '9'- » ll
•
:2/m grab
•' ....---*,. ^
•
*When discharging.  Sample is taken 1st day of discharge event.

-------
AR0001147:  The Arkansas Power and Light Company operates-the Lake Gather ine Power
Station, which is a steam electric power generating  station  (SIC 4911) and is in the
Steam  Electric Power Generating  Category :(40 CFR 423).  This facility has five
outfalls .that discharge into Lake Catherine and are as follows: 001 consists Of 425
MGD of once-through cooling water; O'lA discharges boiler blowdown  (0.145 MGD), filter
backwash  (0.086 MGD), and regeneration wastewater  (0.014 MGD); 002 discharges 229.5
MGD of once-through cooling water and, 0*05 MGD of filter backwash; 003 consists of
untreated floor drains (0.0072 MGD)  and builduig sumps (0.31  MGD);  and 004 discharges
metal  cleaning wastewater.  Wastewater treatment .consists of neutralization, chemical
reduction, oil/water  separation, and dechlorination.  Effluent limitations for
Outfalls 001 and 002  are based on State .water quality standards and BAT effluent
guidelines.  Limits for Outfalls 01A,  003, and 004 are based on BPT effluent
guidelines, which under a ,BPJ determination, are 'equivalent  to BCT.  The limitations-
for total iron and copper at Outfall 004 are based on BAT effluent guidelines.  There
are no biomonitoring  requirements or BMPs  in the permit.           :
Effective Date:  January 25, 1986
Expiration Date:  September 30, 1990
Abstract Date:
  Final Permit
April 10, 1989
                               EFFLUENT LIMITS  (FINAL)

AR0001147:  Arkansas Power and Light Company - Lake Catherine Plant

       Pollutants         Outfall      Avg./taax. Limits* and Units
                  Monitoring
Flow
Temperature
Total Residual Chlorine
Flow
TSS
Oil and Grease
pH
Flow
Temperature
Total Residual_J2hlorine
Flow
TSS
Oil and Grease
pH
Flow __,
TSS
Oil and Grease
Total Iron
Total Copper
pH
.



001 : 425/476 . , MGD
:99/100 (instant, max.) F
:— 766 Ib/d * (— /0.2 no/1)
OlA rmonitor only
: 30/100 mg/1
: 15/20 IT, ;-;'»-••:.-'••' ......
:6.0 - 9.0
002 :230/240 MGD
: 91/99 (instant. max.J F
:— /33 Ib/d (— /0.2 mg/1)
003 :monitor only ; '
:30/100 mg/1
: 15/20
:6.0 - 9.0
004 :monitor only
:30/100 mg/1
: 15/20 "
•1.0/1.0 "
:1. 0/1.0 "
:6.0 - 9.0
:
• : -, . •
• ' . ' . .
•
continuous
ii
1/w arab
1/d est imate
1/w grab
n n
it n
continuous
n
1/w grab
continuous
1/w grab
n n
n • n
1/cLestimate
1/w grab
n n
n n
n n
it it




 *Dailv Avg.A)ailv Max.

-------
AR0001449:  Teletype Corporation/ located in Little Rock, Arkansas,  manufactures
telecxammunications equipment (SIC 3661) via plating of base metals and assembly of
components.  The plating operations place them in the Metal Finishing Category (40 CFR
433).  Three outfalls discharge to a tributary of Little Fourche Creek,  as follows:
Outfall 001 consists of 0.12 mgd process wastewater, Outfall 002 consists of moling
tower overflow, and Outfall 003 is noncontact cooling water.  Sanitary wastes,  boiler
blowdown/  and additional cooling water go to the sanitary sewer.  Treatment of       :
the plating rinse water consists  of cyanide destruction, neutralization/ and
sedimentation to remove heavy metals.  Of the parameters specified in the effluent
guidelines, TSS and oil and grease are based on HPT; total chromium, copper, lead,  .
nickel, zinc, and amenable cyanide are based on the previous permit which -is more
stringent  than the  guidelines, and total cyanide is based on BAT.  In addition, tin,
iron, fluoride, and phosphorus limits are based on the 95 percent confidence level
because of their presence on the application form in significant quantities and
temperature and hexavalent chromium limits are continued from the previous permit.
Limitations for the remaining  outfalls are based on BPJ.  Biomonitoring on the
effluent from the vaste treatment system is required but no BMP Plan is required.
Effective Date:  October 16, 1984
Expiration Date:  October 15, 1989
Abstract Date:
    Final Permit
January 23, 1985
                               EFFLUENT LIMITS (FINAL)

AR0001449:  Teletype Corporation  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                    Manitoring
Flow
TSS
Temperature
m
Flow
Temperature
TSi















002**



003


•














report
30/45 mg/1
30/32 C
6.0 - 9.0
report
30/32 C
6.0 - 9.0
,


• i» . •
•
- •
•



•





1/w estimate
" grab
" in situ
" grab
1/w estimate
1/d** in situ
1/w grab
.














**Hhen discharging

-------
ARQ001449J  teletype Corporation, located inlittleRock, Arkansas, manufactures
telecommunications equipment (SIC 3661) via plating of base metals and assembly of
components.  The plating operations place them in the Metal Finishing Category (40 CFR
433).  Three outfalls discharge to a tributary of Little Fourche Creek, as follows:
Outfall 001 consists of 0.12 mgd process wastewater, Outfall 002 consists of cooling
tower overflow, and Outfall 003 is noncontact cooling water.  Sanitary wastes, boiler
blowdown,  and additional  cooling water go to the sanitary sewer.  Treatment of
the plating rinse water consists  of cyanide destruction, neutralization, and
sedimentation to remove heavy metals.  Of the parameters specified:in tiie effluent
guidelines, TSS and oil and grease are based on BPT; total chromium, copper, lead,
nickel, zinc, and amenable  cyanide are based on the previous permit which is more
stringent  than the guidelines, and total  cyanide is based on BAT.  In addition, tin,
iron, fluoride, and phosphorus limits are based on the 95 percent confidence level :
because of their presence on the  application form in significant-quantities and      -..-
temperature and hexavalent  chromium limits are continued from the previous permit.   ,
Limitations for the remaining outfalls are based on BPJ.  Biomonitoring on the
effluent from the waste treatment system is required but no BMP Plan is required.
Effective Date:  Ctotober 16, 1984
Expiration Date:  October 15, 1989
     •''.',   :          Final Permit
Abstract Date: ,-•' Jariuary 23, 1985
                               EFFLUENT LIMITS (FINAL)

AR0001449:  Teletype Corporation   (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units
Flow
Oil and Grease
TSS
Copper
Lead
Nickel
Cyanide (Total)
Cyanide (Amenable)
Chromium (Total)
Chromium (Haxavalent)
Tin
Iron
Fluorides
Phosphorus
Zinc
Temperature
Biomonitoring
pH




*Equivaleht concentratioi
the permit.
001 :report
: 10. 3/20. 7 kg/d
:12. 3/23.4 "
:0. 22/0. 45
:0. 05/0. 12 "
:0.27/0.54 "
:0. 26/0. 48
:0. 05/0. 11
:0. 27/0. 58
:0. 03/0. 06
:0. 29/0.36
:0. 26/0. 57
:1. 53/3. 48 "
:0. 21/0. 34 ]* "
:0. 27/0. 58 "
: 30/32 C
Jfonitoring
: continuous
(26/52 mqr/1*)
(31/60 . " *)
(0.56/1,14 •"•*)-•
(0.13/0.3 " *)
(0.67/1.36 " *)
(0.65/1.20 " *)
(0.14/0.27 " *)
(0.67/1.46 " *)
(0.08/0.15 " *)
(0.73/0.9 " *)
(0.65/1.43 ".*) :
. (3.8/8.7 " *)
(0.53/0.86 " *)
(0.67/1.46 " *) ...
.
,, • , .:report:- . . ,-: "•"' ....'. . - '• . .-:.'•" ... :. ,
, :6.0 - 9.0
• ; • . -• .
: .;•••• - , ..'...'" :"•. V
: .-'.•- -. . ' ...: ..'.-.
'•:'-..'• '-''.-.•
is based on a flow of 0.105
mgd, but not include
-: . " •'-'• .'.•-'•;•' . -' '•: ' :.
2/w grab
" 24 hr camp
II II
II it
It II
II II
II II
II II
,-" .. : '-:'"-;" - • • •
It tl
II - ; II - .•
II II
II M
II II .
cxjntinuous
1/q 24 hr carp
continuous




3d in


-------
AR0036544: Union Carbide Corporation, Films-Packaging Division is located near Qsceola
in Mississippi County, Arkansas.  The facility manufactures regenerated celluose food
casings for the meat packaging industry, involving the dissolution of cellulose to  ...
produce viscose and resulting  in the precipitation of cellulose in tubular form (SIC
3079).  Outfall 001 consists of process solution,  equipment cleanup water, product
washwater, and sanitary wastewater which flows at a rate of 1.09 mgd to the
Mississippi River.  This wastewater is divided into two streams based on BOD content.
The low BOD stream is  treated by neutralization and equalization/ and sanitary and
high BOD effluent is sent to a biological treatment  station before it is coitibined with
the other effluent and treated by clarification.   Sludge is treated in a sludge lagoon
and drying bed.  There is an internal  outfall  (101) located at the discharge point of
the biological treatment station which is a monitoring point for phenols.  Outfall 002
and Outfall 003 consist of untreated stormwater which discharge .intermittently to the
Tyronza River.  There are no applicable effluent guidelines for this facility,  but
Development Documents  for the  Inorganic Chemicals Manufacturing, and Petroleum Refining
Categories were used to derive BPJ  limits at the  facility.  At Outfall 001, limits on
COD and ammonia are previous permit limits, and BOD and TSS limits reflect BCT for
the facility.   Chromium limits at Outfall 001 and limits on phenols at internal   ;
Outfall 101 reflect BAT levels for the facility.   There is no BMP Plan, required in the
permit, but biomonitoring is required once  each quarter for two years at  Outfall 001.
Effective Date:  October 30, 1984
Expiration Date:  October 29, 1989
Abstract Date:
  Final Permit
March 11, 1985
                               EFFLUENT LIMITS (FDC^L)

AR0036544:  Union Carbide Corporation, Films-Packaging Division

       Pollutants         Outfall      Avg./Max. Limits and Units
                  Monitoring

Flow
BOD-5
COD
TSS
Ammonia,
Chromium
as N
, Total
PH
Flow
Phenols,
Total (4AAP)
Flow
TOG
Oil and Grease
pH

"



*Eguivalent
**Sample
: ' ""'.'-•• ' • •'••'-'''
001 :report
: 107/213
: 356/711
: 142/284
: 213/427
:0.23/0.
:6.0 - 9
101 : report
:0.05/0.
002, 003:report
^continuous "




45
.0

1
kg/d
. 11 :
II
11
It


kg/d
(25
(86
(34
(51
(0.



.9/51.5
.1/172
.4/68.7
.5/103
05/0.11

,

i«3/l*)
»•*)
" * \
«-*)
.«•*)



:2/w
* tl _y
• H
*
• • .
:l/w
:l/d
:l/d
:l/w
24 hr comp
"
"
"
: : - .n ,
grab





measure
24 hr comp
tl/d** estimate
:— /50 mg/1
:— /15
:6.0 - 9
II
.0
1







: " ** grab
. « *
: " •*
tic "
r* "


: ' " '. ' ; ' "
• • " • ; 	 • • • .
: " , ' ••''.':". 	
• - •
1 : - ' 	 "'"'.':
concentrations based on 1.09
mgd, but
not included in permit . • ,
during first hour of discharge on day discharge occurs.





-------
AR0037770:  CPS Chemical Company is Ideated in West Memphis, Arkansas.  The facility
is a multipurpose batch operation which produces specialty chemicals and custom
chemicals  (SIG 2865) in the Organic Chemicals and Plastics and Synthetics  Category (40
CFR 414).   Treated process wastewater and contaminated stormwater are  discharged
continuously through Outfall 002 into the Mississippi River at an average  rate of
0.052 mgd.   The current treatment--system employed iscomposed of a holding pond follow
equalization/ aeration and final clarification.  Effluent limitations  in the permit
are a BPJ determination of BCT/BftT for this discharger based on the level  of treatment
currently demonstrated at the facility, the proposed effluent guidelines,  and  on the
level of treatment attainable after upgrading the current treatment system. While the
current treatment system may not achieve the current permit limits, it is  possible
through a combination of in-plant controls and modification or upgrading of the pond
system from aerated lagoons to activated sludge treatment to allow further
biodegradation of the pollutants to meet the limits.  Biomonitoring is required and a
priority pollutant scan must be conducted at a minimum of once per quarter on  the
treated effluent.
Effective Date:  August 30, 1984
Expiration Date:  August 29, 1989
                            Abstract Date:
                                   Final Permit
                               January 29,  1985
                               EFFLUENT,LIMITS (FINAL)
AR0037770:  CPS Chemical Company
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
BOD-5
COD
TSS ,
TOC
TPA i Total Purqeable Arbr
Total Phenols
Aj 6-Dimtro-o-cresol
Phenoxyacetic Acid









002 :report :continuous
: 11 . 4/33 . 2 kcr/d* (50/146 - mq/1*) : 3/w 24 hr camp
•1113.5/231.7 " (500/1019 ' *): "


natics )












:
13.6/29.6 ". (60/130 '*): " '
34.4/100.5 " . (151/442 ' *): " '
0.2/0.7 " (0.9/3.0 ' *):l/w
0.5/1.4 " (2.2/6.1 ' *): « -
0.2/0.7 " (0.9/3.0 ' *): "
0.1/0.3 •".- (0.4/1.3 ' *): "
• . , •
1 • -
•
• - -
' - ' • : - •
:
. , :
. . ._. • • .-.:'-•'-
- : . ' - '
•
. .- -'-.'.-' :
•. . • :
*Equivalent concentrations are based on a flow of 0.06 mgd, but not included
 in permit.

-------
AZ0022144:  Energy Fuels Nuclear, Inc./  Hack Canyon Mine/  located in Mohave County,
Arizona, operates an underground uranium mine (SIC 1094) in the Ore Mining eind
Dressing Category (40 CFR 440).  There is a single discharge to Hack Creek txibutary
to Kanab Creek.  Outfall 001 consists of mine drainage water, estimated at 50 'gallons
per day.  Wastewaters are treated by evaporation, ion exchange, barium chloride
treatment, and sedimentation.  Ef fluent limitations are based on BAT guidelines
(Subpart E, Uranium, Padium, and Vanadium Ores Subcategory) and water quality
            The permit requires a BMP plan to be implemented by 5/1/86; the BMP plan
may address requirements for a Spill Prevention, Control and Countermeasure (SPCC)
plan.  Biomonitoring requirements are not included.
Effective Date:  August 1, 1985
Expiration Date:  June 30, 1990
Abstract Date:
 ..  .Final Permit
February 7, 1986
                               EFFLUENT LIMITS (FINAL)

AZ0022144:  Energy Fuels Nuclear, Inc., Hack Canyon Mine

       Pollutants         Outfall      Avg./Max. Limits and Units
                    Mcgiitoring

Flow
TSS
COD
Zinc
Uranium
Radium 226 (dissolved)
Radium 226 + 228 (total)
TDS
Turbidity-
Dissolved Oxygen
Temperature
PH













•
• -'•.,.
001 :report
: 20/30 mg/1
:100/200 "
:0.5/0.5 "
:2/4
:3/5 p Ci/1
:5/5 "
:report
:<50 nepheldmetric turb. units (NTU)
:>6 mcr/1
:No greater than 3 C above, ambient
:6.5 - 9.0
•
*
• '-',''.
•
• .
•
: • ' ' -
• .
• . - • -
• "" .
•
: • • • '..
• • -
•
•
» • - - -
•
: • • • . • - '
•
•
: . • < ' ' ' , , ' ~
• ; - ' ' ,-.,•-

1/m composite
it
ti
i •
; l
'.'-..- '••;
ii • -• i _...
ii i
not specified
n H
H . ii
1/m ^discrete*
.'• ~l.r .











•;•• •,',.• - . :. ,- ,r
*Sample collected in less than 15 minutes.

-------
CA0004111;  Aerolet-General Corporation of Sacromento,  is  in the aerospace  industry
(SIC 4939)  with operations involving the development of rocket and marine propulsion
systems, engineering, manufacturing, and custom and specialty chemical  manufacturing.
Specific products  include space propulsion parts, guided missiles, space vehicles and
parts, industrial  organic chemicals, explosives, ship/boat building and parts, and
medicinals.  Operations contributing flow  include retention ponds  (Outfalls 001 and
002),  West Lake  (003, 004, 005), F-Area Lake  (006),  water-cooled air compressor,   ^
cooling towers,  and  boilers  (Oil, 016).  The estimated average flow is 17.35 mgd, of
which only 0.05 mgd  is from  industrial sources and the remainder is the discharge from
West Lake during storm events.  West Lake consists of three storage cells and the
retention pond consists of an east and west pond.  The discharge from the west
retention pond to  West Lake  (Cell No. I), is designated Outfall OQ2A.  All outfalls
discharge  into Buffalo Creek.  Treatment by neutralization and chemical oxidation
occurs at the F-Area Lake (006).   All sanitary wastes are routed to the Sacromento
Regional Wastewater  Treatment Plant.   Effluent limitations are based on the Water
Quality Control Plan for the Sacromento River Basin and a  BPJ determination of BAT.
Effective Date:  August 23, 198,5
Expiration Date:  August 1, 1990

 . .  .  „           ,              EFFLUENT LIMITS  (FINAL)

CA0004111:  Aerojet-General Corporation  (Page 1 of 2)
                                           .-.,,' .          .' :   Final Permit
                                           Abstract Date: April 21, 1989
       Pollutants
             Outfall
Avg./Max. Limits and Units
             Monitoring
Flow
001.002.002A.003.004.005
   monitor onlv
date.time.duration.volume
Hydrazine
                    ;0.007/0.014 ka/d (0.01/0.02  iro/1)   I/discharge grab
DRY WEATHER  (MAY 1 TO OCTOBER 31) LIMITS BASED ON FLOW OF 0.2 MGD
COD	;	  -  :         ; 15/30   kg/d     (20/40
                                                        _L
TSS
Total Dissolved Solids
oH
Flow


Hydrazine **
N-Nitrosodimethvlamine **
Nitrate **
Nitrite
Chlorine Residual ** _,
PH
RECEIVING WATER LIMITATIC
Arsenic
Bar ium
CoDoer
Cyanide
Iron
Manganese _,
Silver
Zinc
Turbidity
Temperature
Phenol ..'••_,
N-Nitrosodimethvlamine
pH

:60/114 " (80/150 " ) : " "
: 189/379 " (250/500 " )
:6.0 - 9.0 :
006 : . date.time;
:0.05/ — i MGD (excluding stormwater)
:0.2/-- " (dry weather limit)
:0. 002/0.004 kg/d (0.01/0.02 mg/1)
:0. 0002/0. 0004 " (0.001/0.002" )
: 7.8/10 ".' (45/60 " )
:monitor only
: fO. 05/0.10 " )
:6.0 - 9.0
)NS :
:0.01 mg/1 (Max. Any Time)
:0.1 "
:0.01
:0.01
:0.3 " \
:0.05
:0.01 "
sO.l "
: Increase not to exceed 20%
: Increase not to exceed 5 F
:0.001 mg/1 (Max. Anv Tine)
:0.0005 " ( " )
:6.5 - 8^5
. .""'••
*Based on avg. dailv industrial flow of 200,000 gallons.
**Based on avg. daily industrial flow of 50,000 gallons.
n .«
n n
urat ionj volume


1/w grab
.•n .'.. n
n n
. 1. .-.-. ... / n
n . : , n
•-n . ... . n • .

1/w grab
n tt
n ii
,, n n
n n .
n n
n n
n n
n n
n n
n n
n n
continuous


•

-------
                               EFFLUENT LIMITS (FINAL)



CA0004111:  Aerojet-General Corporation (Page 2 of 2)



       Pollutants         Outfall      Ava./Max. Limits and Units
                                       ! Monitoring
RECEIVING WATER LIMITATIONS
TOG
:mon itor only
Dissolved Oxvaen
Electrical Conductivity
Nitrate
Perchlorate
Sodium
: " - , ' •''.."':•'< "
rmonitor only


n
CHEMICAL GROUPS TO BE ANALYZED AND REPORTED
rcontinuous
'•' ••-" : ;«.'..
s
. n

                 001.002.002A.003.004.005
Groups A, B. C.and volatile compounds of D
                                     I/discharge grab
Acid and Base Neutral compounds
                                      ;l'/m  grab
Groups A and B : :
Groups C and D : :


GROUP A : :

COD : :
Total Oraanic Haloaen : :

TSS : :
QiJ and Grease : :
Ammonia t :
Oraanic Nitroaen : :
Chlorine Residual : :
Dissolved Oxyaen : :
Turbidity t :
Temperature : :
* *
GROUP B t :

Total Hydrazine : :
Nitrate : :
Perchlorate : :
Sodium : :
Tptal Dissolved Solids : :
Electrical Conductivity : :

GROUP D
The Volatile/ _Acid r and Base/Neutral
snolication form.
* •
• •
• •




GROUP C

Antimonv
Arsenic
Bervllium
Cadmium
Total Chromium
Hexavalent Chromium
CoDoer
Cvanide
Lead
Mercurv
Nickel
Selenium
Silver
Thallium
Zinc
Barium
Iron
Manganese




Compounds as listed in Form




sl/m grab
-2/v
0
• : .!-•••' . :•• ..
a
e
: >
a
9 ' '
•
!' i •
.5 	 : 	

	 ! 	 : 	
a
» 	 : 	

.. 	 : — «_, 	 : 	 : 	 -
»


	 J 	 ^ 	 '

•
: -

; ' •
*

2C of the M?DES





-------
CA0004464:  J-M A/C Pipe Company,  Inc. of Stockton, Californla,; is in this Asbestos
Man-ofactvxcing Category (40 CFR 427), producing asbestos/cement (A/C) pipe and
polyvinyl chloride  (PVC) pipe (SIC 3292,  2821).  Two waste streams enter North
Little John Creek, a tributary to French Camp Slough and the San Joaquin River:
Outfall 001 consisting of once^through noncontact  cooling water  (26,000 gpd) and   :.
Outfall 002 consisting of wastewater from a grit removal operation (24,000 gpd).  001
flows through a wet well prior to discharge.  002, however, bypasses tJie,well and is
discharged directly to the creek. . Outfall 003 is process wastewater (1.063 mgd) from
the productipn of A/C pipe; the PVC production process is a completely closed system
where all water  is  recycled.  003 is confined in impoundments consisting of two
unlined settling and evaporation/percolatioh basins as per a BAT regulation of zero
discharge of process wastewater.  Outfall 004 is sanitary wastewater (27,000 gpd)
routed to a -POTW without pretreatment.  The permit limitations are based on BAT
guidelines and water quality standards.  Discharges from 001 and 002 shall not create
zone of temperatures greater than IF above ambient which exceeds 25% of "the cross-
sectional area of French Camp Slough.  The survival rate of test fishes in 96-hour
bioassays in 100% effluent shall not be less than 70% for any one bioassay, or 90% for
any three or more consecutive bioassays.  By 6/1/85, the facility is to submit a
technical report demonstrating that runoff is not contaminated with raw materials,
dust, or products stored on-site.  A BMP plan is not included.          .
Effective Date:
Expiration Date:
January 25, 1985
January 1, 1990
Abstract Date:
 Final Permit
, June 6,  1986
       .   -,    ,...'••;-....    .      EFFLUENT LIMITS (FINAL)   :

CA0004464:  J-M A/C Pipe Company, Inc.

       Pollutants         Outfall      Avq./Max. Limits andUhits
                                                        Monitoring

Flow
TSS ' . ,
TDS
Settleable Matter
Temperature .
Asbestos , 	 ,
Standard Minerals
Bioassay
PH
TOC '
Metals, Fluoride
DO Receive
Turbidity
Temperature
Metals, Fluoride
Standard Minerals
PH


• - r ' . ' ' - , -,-•-'
• - . . . ,.'
001, 002:30000/~ qpd
: 2. 3/5.1 -. kg/d .20/45 mg/1
:57/— " 500/—- "
:0. 1/0.2 ml/1
:— /86 F* ...-..-
: no detectable levels
:report
•: :70%/90% survival***
:6. 5-8.5 .- ,
.001 :—/5 mg/1****
:report .
ing Water :> 5.0 mg/1
: :not > 10% over background levels
:not > 4 F above ambient
:report '. .
.-.•,•
: shall not -alter ambient by more
:than 0.5 S.U. .
• ' •
• . - •
:continuous
:l/w 24 hr ccnp
:l/m " -
:l/w grab
:l/w**
:l/m 24 hr comp
:l/y " v
:l/m
:l/w grab ,
: " 24 hr carp
:l/g
:(1) grab
:l/m " ,
:l/w**
:l/q grab
:l/y
:l/w " •
•
.: "- . , • . ••. ••••••.•• ••--... :
*Not to exceed ambient by more than 20 F.
, **Field (in situ) .

***Mmimum for any one bioassay/median for any 3 or more consec. bioassavs.
****In addition to quantity or concentration reported in plant water
(1) Frequency not specified. ,
supply-


-------
CA0004839:  Iiibbev-Owens-Ford Company of Lathrop, California,  manufactures   ,
architectural  (float) glass and both tempered and laminated automotive glass (SIC 321
in the Glass Manufacturing Category (40 CER 426).  Plant discharges consist of process
wastewater from Outfalls 001-003 (0.30 mgd,  0.70 mgd, and 0.90 mgd, respectively),
domestic wastewater from Outfall 004 (0.025 mgd), and noncontact cooling water and
blowdown from Outfall 005 (0.30 mgd).  002 and 003 receive oil/water separation.   004
is treated in an extended aeration basin/settling tank package plant.   Sanitary waste
sludge is  removed  by a contractor? process waste sludge disposal is by landfill.   All
five outfalls are combined with stormwater runoff and basement infiltration water in a
one million gallon cooling/equalization pond before discharge to the San Joaquin River
at a maximum rate of 2.5 mgd.  ^During the 'growing  season  (April - October), up to 100%
of the combined discharge is diverted to two additional on-site holding ponds and used
for irrigation on  nearby farmland.  Limits are based on water quality standeirds  and
BPT/BAT effluent guidelines  for the glass manufacturing industry.   Process wastewater
mass limits are calculated using production rates  of 750  tpd of float glass, 150,000
sq. ft./day of  tempered auto, glass, and 100,000 of laminated auto, glass.  The  actual
mass limits are to be calculated using average daily production rates derived on a
weekly basis;  mass limits for each process waste stream may then be added together and
compared to a single sample of the combined effluents for compliance.  96 hour
bioassays  are required for the determination of  70% survival as a minimum  for any one
bioassay and 90% survival as a median for any three or more consecutive bioassays, in
100% effluent.  Test fishes  are not specified.   The facility was to submit a
wastewater effluent land disposal plan by 7/1/85 and a sludge disposal report by
8/1/85.  A BMP plan is not required.                                   ,
Effective Date:
Expiration  Date:
April 26, 1985
April 1, 1990
Abstract Date:
Final Permit
June 6, 1986
                                EFFLUENT LIMITS  (FINKL)
CA0004839:   Libbey-Owens-Ford Company (Page  1 of 2)
Pollutants
TSS :

Oil and Grease

Phosphorous

TSS

Oil and Grease

TSS

Oil and Grease
-
Phosphorous

Flow
BQD-5
TSS
Outfall Aver. /Max. Limits and Units
001 : 1.36/1. 36 kq/dm (1.2/1. 2 ma/1*)
: 0.004/0. 004 Ib/ton of product
: 0.95/0. 95 ka/dm (0.84/0.84 ma/1*)
: 0.0028/0. 0028 Ib/ton of product
:0. 034/0. 034 ka/d(l) (0.03/0.03 mq/1*)
: 0 . 0001/0 . 0001 Ib/ton of product
•002 :17/27.2 kg/d(lV (6.4/10.3 mg/1*)
: 0.25/0. 40 lb/1000 sq. ft. of product
:8. 8/8. 8 kg/d(l) (3.3/3.3 mg/1*)
: 0.13/0. 13 lb/1000 sq. ft. of product
003 : 40. 8/40. 8 kq/d(l) (12/12 ma/1*)
: 0.90/0. 90 lb/1000 sq. ft. of product
:16.3/16.3 ka/d(l) .(4.8/4.8 ma/1*)
:0. 36/0. 36 lb/1000 sq. ft. of product
:2.7/2.7 kg/day(l) (0.8/0.8 ma/1*)
: 0.06/6.0 lb/100 sq. ft. of product
(2) :2.5/— mgd
:1.4/2.9 kg/d 15/30 ma/1
: 62/75 " 30/60
Monitoring
not ^pacified


11

II ,: ,




•" ' '"
ll




continuous
l/w-24 hr comp

 *Bguivalent concentrations based on 0.30 mod (Outfall 001)f. 0.70 mqd  (Outfall 002),
  and 0.90 mod (Outfall 003) flows, but not included in permit.
 fl) Actual mass limits must be calculated weekly based on average'daily production
     rates; Outfalls 001-003 may then be added together and  compared to  a single
     sample of the combined discharge for compliance.
 (2) Outfalls 001-005, combined.	--  •  •	.  ".	

-------
Gft0004839:  r.ihhey^Owens-Ford Company of Lathrop, California, manufactures
architectural (float) glass and both tempered and laminated automotive glass (SIC 321
in the Glass Manufacturing Category (40 CFR 426).  Plant discharges consist of process
wastewater from Outfalls 001-003 (0.30;mgd, 0.70 mgd,  and 0.90 mgd, respectively),
domestic wastewater from Outfall 004 (0.025 mgd), and noncontact cooling water and
blowdown  from Outfall 005 (0.30 mgd).'  002 and 003 receive oil/water separation.   004
is treated in an extended aeration basin/settling tank package plant.   Sanitary waste
sludge is removed by,a contractor; process  waste sludge disposal is fay landfill.   All
five outfalls are combined with stormwater  runoffand basement infiltration water in;a
one million gallon cooling/equalization pond before discharge to the San Joaquin River
at a maximum rate of 2.5 mgd.  During the growing season  (April - October), up to 100%
of the combined discharge is diverted to two additional on-site holding ponds and used
for irrigation on nearby farmland.  Limits  are based on water quality standards and
BPT/BfiT effluent guidelines for the glass manufacturing industry.   Process wastewater
mass limits are calculated using production rates of 750  tpd of float glass, 150,000
sq. ft./day of tempered auto, glass, and 100,000 of laminated auto, glass.  The actual
mass limits are to be calculated using average daily production fates derived on a
weekly basis; mass limits for each process  waste stream may then be added together and
compared to a single sample of the combined effluents  for compliance.  96 hour-
bibassays are required for the determination of 70% survival as a minimum for any one
bioassay and 90% survival as a median for any three or more consecutive bioassays/ in
100% effluent.  Test fishes are not specified.  The facility was to submit a
wastewater effluent  land disposal plan by 7/1/85 and a sludge disposal report by
8/1/85.   A BMP plan  is not required.                        :         ,

Effective Dates   April 26, 1985  \ V                   ,     .            Final Permit
Expiration Date:  April 1,1990                           Abstcact Date:  June 6, 1986


                               EFFLUENT LIMITS. .(FI1WL).••".'.'"          '

rAnnnAR^Qi  T.iHN=y^'% r»f 2)    "                    V

       Pollutants         Outfall      Avg./Max. Limits and Units         Monitoring
Settleable Matter       :    (2)   :0.1/0.2 ml/1                         :l/2w   grab
Chlorine Residual       :         ;—/O.I  mg/1                         ;not specifiecT
Bioassay (96 hr.)
Oil and Grease
Standard Minerals
Total Coliform
Phosphorous
Selenium, Chromium,
Nickel, Cobalt
Temperature
pH
DO Receivj
Residual Chlorine
Turbidity
Temperature
pH
.
.


:70%/90% survival* >
:monitor
. • • •:"•••. ''•••• • • • ' . • : :.-•-•
rl/m grab
sl/w 24 hr comp
:l/y grab ,',
: " :l/m "
smonitor :
:l/w 24 hr comp
: " :l/m grab***
: . . • • ' :• ' ---'.'- :":•'.
:-•- /86 F** :. :l/d '
:6.5-8.5 .. ,
ing Water :> 5.0 mg/1
:monitor
:l/2w '••-.•
: 1/w '
.it i
:no greater than, 10% above background : " '
:no/greater than 4 F above ambient : " ' ••'-,:
: shall not alter ambient more than
:not specified
: 0.5 S.U. :
;.•".'-. :..'.' ''• :. - -^ '. -. ".-' : . • .--•'•'
' -. ' '• ..•'-•' • "' '•• : - ."'-•'•• • ' •• •" ' : - .• -'-,'-
  *Minimum f or any one bioassay/median for any three or more consecutive bioassays.
 **Not to exceed background temperature by more than 40 F.
***When used.
(2) Outfalls 001-005, combined.

-------
CA0005096:  The Pacific Refining Company operates a petroleum refinery in Hercules
that has a crude-run throughput of 35,000 bbl/day.  This facility  manufactures
gasoline and other hydrocarbon fuels  (SIC 2911) and is defined as  a cracking refinery
in the Petroleum Refining Category  (40 CFR 419).  Outfall 001 discharges 0.25  mgd  of
process wastes, cooling tower blowdown, boiler blowdown, sanitary sewage, and
stormwater to San Pablo Bay.  Outfalls 002 and 003 consist  of untreated  stormwater
runoff.  Effluent limitations are based on BAT effluent guidelines,  the  Water Quality
Control, Plan for the San Francisco Bay Basin, State Plans and Policies,  current plant
performance, and BPJ.  Weekly 96-hr acute static toxicity. tests, using the three-spine
stickleback, are required at Outfall 001 for  the  first eight  months  to determine
compliance.  During the last two of the eight months, flow-through toxic ity tests
should be run concurrent with the static tests.,  Thereafter,  compliance should be
determined solely with the  flow-through procedure.  The survival of the test organisms
in 96-hr tests shall achieve a 90 percentile value of not less than 50 percent
survival based on any ten consecutive samples.  The LC50 should be determined with no
less than 4 dilutions.  The permit contains a reopener clause addressing chcinges in
the characteristics of  the  effluent.     ,  ,           f   .                   ;
Effective Date:  February 27, 1985
Expiration Date:  February 20, 1990
Abstract Date;
..  Final Permit
April  13, 1989
                               EFFLUENT LIMITS - (FINAL)
CA0005096:  Pacific Refining Company

                                       Avg ./Max. Limits and Units
                  Monitoring
1 . • 1 _ . , . -
Flow : 001
BODS :
TSS :
COD :
Oil and Grease :
PJ>enol,ic Compounds :
Ammonia :
Sulfide :
Total Chromium :
Hexavalent Chromium :
Total 2inc :
Settleable Solids :
Soluble BODS :
Chlorine Residual :
Total Col i form :
pH i
ADDITIONAL LIMITS FOR POLLUTANTS
BODS t
TSS t
COD i
Oil and Grease t
Phenolic Compounds :
Total Chromium •
Hexavalent Chromium r
Flow : 002, 003
Oil and Grease :
TOC :
E>H
RECEIVING WATER LIMITATIONS
Dissolved Oxrvgen :
Dissolved Sulf jde :
t>H :
Unionized.... Ammonia -•

rmonitor onlv
:74/134 kg/d
:59/93 '.:'.-"'
: 518/1000 "
: 22/40 ' " (10/20 mg/1)
:0. 46/1.00 "
:40/89 "
:0. 39/0. 88 "
: 0.54/1. 56 "
:0. 04/0. 10 "
si. 13/2. 27 " • •
:0.1/0.2 ml/hr
: monitor only
:Not to exceed 0.0 mg/1
: 240/10. 000 */100 ml
:6.0 - 9.0
ATTRIBUTABLE TO STORMWATER RUNOFF DISCI
: 26/48 mg/1
:21/33 "
: 180/360 "
:8/15 "
:0. 17/0. 35 "
:0. 21/0. 60 "
: 0.028/0. 062 "
:rer>ort
t— /15 ma /I
I--/110 "
:6.5 - 8.5 ••' .

:5.0 mg/1 miJiimum
80.1 " "
:6.5 - 8.5
:0.025 mg/1 (Annual median)
:0.4 " (Max. anv time)
conliinuous
1/w 24-hr coirro
n n
n n
" 3 grabs
11 24-hr comD
n n
" grab
" 24-hr como
n n
1/m
1/w grab
" 24r-hr como
" grab
n n
continuous
ARGED AT 001.
1/w 24-hr como
n n

grab
" 24-hr corno
n n


occurence-grab
n "


1/m grab
n • n


n n

-------
CA0005I34!  Chevron USA. Inc.. Chevron Chemical Company, and General Chemical
Corporation, located in Richmond, have been  issued a joint permit.  Chevron USA
operates an integrated petroleum refinery (SIC 2911) with a crude-run throughput of
256,000 barrels/day and a capacity of 365/000 barrels/day. . It manufactures fuels,
lubricants, asphalt, and^petrochemicals and  is in the Petroleum Refining Category  (40
CFR 419).  The discharge consists of treated process wastewater and stormwater runoff.
The Chevron Chemical Company, Ortho Division, manufactures fertilizers, pesticides,
fungicides/ herbicides, and  fuel additives  (SIC  2873, 2879).  This operation falls
under the Fertilizer Manufacturing Category  (40 CFR 418) and the Pesticide Chemical
Category (40 CFR 455).   The discharge consists of gas  scrubber  blowdown from an
incinerator.  General Chemical is in the  Inorganic Chemical Category (40 CFR 415) and
manufactures sulfur ic acid  and oleum (SIC 2819), .using alky la t ion acid and spent
sulfuric acid from  the  refinery as part of its raw  material.  The discharge is routed
to the Chevron USA treatment plant.  The following is a description, of the ten
outfalls: 001 averages 13.8. mgd of refinery process wastewater which has been treated
in aerated lagoons and oxidation ponds, .contaminated once-through.cooling water that
has been diverted to the. treatment, plant, and 0.072 mgd of wastes from General
Chemical consisting of cooling tower blowdown, boiler blowdown, steam condensate,
plant washings, and stormwater; 002 consists of  44 mgd of dnce^through cooling water
from Chevron USA? 003 is the combined discharge, between July 1, ,1987 and November 1,
1987, of Outfalls 001 and 004.  Upon completion  of'a deep water outfall 003 will
become equivalent to 001 and will discharge  into San Pablo Bay.; 004 is 0.18 mgd of
exhaust gas scrubber, blowdown from  the Chevron Chemical Company incinerator (currently
this wastewater receives no  treatment, however by 11/1/87, this will be routed to the
treatment system);  005  through 010 discharge uncontarninated stormwater runoff.  Other
than 003, all outfalls empty into Castro Creek which flows into Castro: Cove and
ultimately to San Pablo Bay.  Effluent limitations are based .,on BAT effluent
guidelines, the Water Quality Control Plan for the San Fr,ancisco .Bay Basin, current
plant .performance, and BPJ.  To demonstrate compliance,  the permittee must perform a
flow-through toxicity test, using the three-spine stickleback and the rainbow trout,
and a static toxicity test, using rainbow trout.  Other required studies include an
effluent.dispersion study on Outfall 003,  a Toxic Substance Control Program, effluent
characterization. and a Toxicity Reduction Evaluation.  The potential for
bioaccumulation of the metallic  and organic compounds present in Outfall 003 must be
studied, as well as a tissue  analysis of organism exposed to the effluent.  The
sed.iments and benthic organisms  of Castro Cove must be monitored, twice per year and a
comprehensive surveillance of the biota thatrmay be affected by the deep water outfall
must be performed to determine the alteration,  if any, of migrating fish, fish
spawning in the area, or crustaceans.  The avoidance/attraction response of resident
and migratory fish and other aquatic life  to Outfall 003, must be studied.  A BMP Plan
must also be developed.    ;    ;          ",.      ..':   .;    .;"'.-.   -."',..              ,
Effective' Date:4 June 17, 1987
Expiration Date:  July \L, 1992,
Abstract Date:
 ^ Final Permit
April 19, 1989
                               EFFLUENT LIMITS (FINAL)
CA0005134:  Chevron USA, Inc., Chevron Chemical Co., General Chemical Corp.
            (Page 1 of 2)                     ,   '/...'               '.',..   •..  '
       Pollutants         Outfall      Ayg./teax. Limits and Units         Monitoring
BOD5 . .
TSS
TOC
Oil and Grease
Phenolic Compounds
Ammonia
Sulfide
Total Chromium >
Hexavalen tiChr am ium
Settleable Solids
001 : 1610/3040
: 1330/2090
: 3550/6680
: 504/950
:7. 54/22.0
: 595/1300
: 8. 82/19. 5
: 8. 82/25. 3
: 0.72/1. 62
: :0.1/0.2"
kg/d
n
"
n
kg/d

n
n
».' -;
ml/1


.
(8/15 mg/1)
(0.17/0.35 " )
(9/20- " )
(0.14/0.31 " )
(0.21/0.60 " )
(0,0^28/0.062 " _) _,

1/d instant.










-------
                               EFFLUENT LIMITS (FINAL)
CA0005134:  Chevron USA, Inc., Chevron Chemical Co., General Chemical Corp.
             (Page 2 of 2)          ,                       ,             t        ;    "
       Pollutants         Outfall      Avg./Max. Limits and Units        - Monitor ing
.
Arsenic : 001
Cadmium :
Chromium :
Copper :
Cyanide :
Lead :
Mercury :
Nickel i
Selenium :
Silver :
Zinc :
Phenols :
Polynuclear Aromatic Hydrocarbons

:— /200 ua/1
:~/13 " '
s47/47 "
.__ 730 «
:— /25 "

:— /l.O " ...-..-
:134/194 " (— /71 ua/1 after 7/1/88
:26/45
s~/23 ." ' •
:141/157 .»••=.••--•
»_ ._/E>nn BI • *
• / *}\j\j
:— /ISO • " • •
ADDITIONAL ALLOCATION FOR STOEMWATER RUNOFF
BODS :
TSS :
TOC :
Oil and Grease :
Phenolic Compounds :
Total Chromium :
Hexayalent Chromium :
TOC : 002
pH :
pH : 003
Toxicity :
BQOJ5 : 004
TSS :
TOC :
Phenolic Compounds :
Ammonia :
Total Pesticides * :
Oil and Grease 005,006,007,008
TOC :
pH :
:26/48 ma/1
:21/33
:57/106 "
:8/15
:0. 17/0. 35 "
:0. 21/0. 60
:0. 028/0. 062 "
:5.0 ma/1 max. above intake levels
:6.5 - 8.5
:6.0 - 9.0
: 96-hr survival not less than 50%
:36/154 ka/d
r 38/57
:23/53 "
: 0.06/0.16"
:28/43
:0. 10/0. 20 "
.009.010 15 ma/1 (Max. Dailv)
:110 ma/1 (Max. Dailv)
:6.5 - 8.5
IP OUTFALL 003 IS NOT RELOCATED BY 7/1/87. THE COMBINED DISCHARGE OF 00
IS LIMITED BY THE FOLLOWING LIMITATIONS
Cadmium 	 _ •
Hexavalent Chromium :
Copper 	 ;
Cyanide :
Lead :
Mercury •
Nickel :
Selenium :
Zinc :
DECEIVING WATER LIMITATIONS
Dissolved . Oxygen '
Dissolved Sulf ide :
DH :

Unionized Ammonia :

.
:10 ua/1 (Max. Daily)
• IT " ~ " ""''•• t
:20 " "
• O C " tl :
~ £ J
:5.6 "
• TO ' r " - - , " - -
:7.1 " n
— T rt " tl II .
• CO n 11
• ' -
:5.0 ma/1 minimum
:0.1 ma/1 maximum
:6.5 - 8.5; ambient not to varv more
ithan 0.5 units 	
: 0.025 ma/1 (Annua.. median)
:0.16 " (Max. an v time )

••"'•• .- .' •' '. r

' '


' •• • ' . ' ~

























>• '--'



AND 003


















*Total pesticides shall be determined by measuring Difolatan arid Orthene^_

-------
CA0006165J  Steuffor Chemical Company, located in MaitdJiez, California, maraiEactures
sulfuric acid (SIC 2819) by regenerating spent refinery sludge acids'and by burning
sulfur.  The facility is in the Inorganic Chemicals Manufacturing Category
(40 GFR -415), and has five outfalls.   Outfall 001  includes process wastewater,  cooling
tower blowdown,  washdowns, stormwater runoff, and pretreated cinder/slag leachate,
discharged to Peyton Slough at a monthly average dry weather flow rate of
approximately 0.063 mgd (excluding leachate).  Outfalls 002 through 005  consist of
domestic wastewater discharged to a  subsurface leaching field; the discharges shall be
kept entirely beneath the ground surface at all times.  The leachate at  001 is
pretreated with  precipitation/  flocculation, neutralization, and settling.   Final   :
treatment of 001 is by  the same processes.  BCT/BAT guidelines for the inorganic
chemicals industry have not been promulgated,  The company has treatment technology
equivalent to BAT based on BPJ. Permit limits are calculated using an average dry
weather flow, and concentrations based ori: 1983/84 plant performance data.  The
settleable solids and receiving water limits are exceptions, however, based instead on
water quality stgryfonis in accordance with a Watet Quality Control Plan,  San Francisco
Bay Basin (July 21,  1982).  Compliance with the concentration limits has  been achieved
100% of the  time.  However, Stauf fer has only 'been in compliance with the mass limits
97% (daily maximum  limits) and 92% (monthly  average  limits) of the time,   therefore
the .following condition is added:  The total mass of a constituent in'any calendar
month shall  not  exceed  30 times the monthly average mass limit; if a monthly average
limit is not given, total mass shall not exceed 30 times the daily maximum limit.
Survival in  a 96-hour renewal  bioassay, using a salmonid species and in a 96-hour
static bioassay using Stickleback shall be a median of 90% and a 90 percentile value
of not less  than 70%.   Compliance  is to be determined by the Stickleback test results
The implementation  of a BMP plan consistent with general guidance in the NPDES BMP
Guidance Document (June 1981) is required not later than 12 months after the permit
issuance date, and  BMP's to be included  in the plan  are specif ied.
Effective Date:
Expiration Date:
April 30, 1985
April 30, 1990
Abstract Date:
Final Permit
June 5, 1986
                               EFFLUENTLIMITS > (FINRL)

CA0006165:  Stauffer Chemical Company (Page 1 of 2)

       Pollutants         Outfall      Avg./Max. Limits and IMits
                                                       Monitoring
Flow
TSS ,
Settleable Matter
COD ,
Oil and Grease
.iron. .;.:•.,.. .
Zinc
Lead .•
Chromium
Cadmium
Copper
pH
TSS
Zinc
: 001 :~/0.5
: :7.27 —
: :0.1/0.2
. : .- ,,:-- 716.5
: :— /1. 8
. : :— /0.29
: :0.09/«
: :7.27—
: : 10.87--
: :— 75,4
: :— /18
: :6.5-8.5
: (1) :20/—
: : 0.267—
mqd

ml/1
kg/d
' : ' " ,
. - n
n
g/d
n
11
ii

mcj/1
II :

20/30 ...
' _ . • ' . • ' . -
: — /46
„/*:
/ «^ - ,
	 — /0.8
0.26/0.8
20/55
• 30/65
. — /IS/"
— /50

.•".;.


mcr/1

fflcr/1
11
it
H
ug/1
11
,.-..- "•; \
11



: continuous
:2d/w 24hr comp
:l/d grab
:l/w 24, hr comp
* It II
• 1. ; i
* !' , "
:2d/w "
°i II tt
• , • '
.ii "
:l/w . "
' : " • "
:continuous
:2d/w 24hr comp
- '".:'. "•:*; • ~." "
 (1) Allocations for pollutants attributable to stormwater runoff at 001;  total
    effluent limits=stormwater runoff allocations + above, mass limits.

-------
CA0006165:  Stauffer Chemical Conpany/ located in Martinez,• California, manufactures
sulfuric acid  (SIC 2819) by regenerating spent refinery sludge acids and by burning
sulfur.  The facility is in the Inorganic Chemicals Manufacturing Category
(40 CFR 415), and has five-outfalls.  Outfall 001 includes process wastewater, cooling
tower blowdown, washdowns, stornwater runoff, and pretreated cinder/slag leachate,
discharged to Peyton Slough at a monthly average dry weather flow rate of
approximately 0.063 mgd (excluding leachate).  Outfalls 002 through 005 consist of
domestic wastewater discharged to a subsurface leaching field; the discharges shall be
kept entirely beneath the ground surface at all times.  The leachate at' 001 is
pretreated with precipitation, flocculation, neutralization, and settling.  Final
treatment of 001 is by the same processes.  BCT/BAT guidelines for the inorganic
chemicals industry have not been promulgated.  Hie company has treatment technology
equivalent to BAT based on BPJ.  Permit limits are calculated using an average dry
weather flow, and concentrations based on 1983/84 plant performance data. ..The  ,
settJLeable solids and receiving water limits are exceptions, however, based; instead on
water quality standards in accordance with a Water Quality Control Plan, San Francisco
Bay Basin (July 21, 1982).  Compliance with the concentration limits has beefi achieved
100% of the time.  However, Stauffer has only been in compliance with the mass limits
97% (dally maximum, limits) and 92% (monthly average limits) of the time.  Therefore
the following condition is added;  The total mass of a constituent in any calendar
month shall not exceed 30 times the monthly average mass limit; if a monthly average
limit is not given, total mass shall not exceed 30 times the dally maximum limit.
Survival in a 96-hour renewal bioassay using a salmonid species and in a 96-hour
static bioassay using Stickleback shall be a median of 90% and a 90 peroentile value
of not less than 70%.  Compliance is to be determined by the Stickleback test results.
The implementation of a BMP plan consistent with general guidance in the NFDES BMP
Guidance Document (June 1981) is required not later than 12 months after the permit
issuance date, and BMP's tx> be included in the plan are specified.            ,
Effective Date:
Expiration Date:
April 30, 1985
April 30, 1990
Abstract Date:
Final Permit
June 5, 1986
                               EFFLUENT LIMITS (FINM.)

CA0006165:  Stauffer Chemical Company  (Page 2 of 2)         :,	,.

       Pollutants         Outfall      Avg./Max. Limits and Unite'
                                                        Monitoring
Lead
Qiromium
Rece
Temperature, Turbidity,
Color
DO
Urx-ionized Ammonia
•pH


"


001 :20/~ ug/1
:30/— "
iiving Water
" :not to exceed background levels
: •. ; • • . -•••• . , - , . -"•".
" :7 mg/1 minimum* * 	
:0. 025/0. 4 mg/1**
11 : shall not alter ambient by more
: than 0.5 s.u.
: ' • - . • 	 	
: '..*'''"' ; "•. . • • -
:
!-
.
2d/w 24hr comp
'!•; , . ' « • • - ••
' " !'••';. '•. V ' •"
1/m*** grab
/ . ' ' ""-"•
» *** » r
ii H
" *** »



;

  *Median of any three consecutive months shall not be, less than 80% saturation.
 **Annual median/maximum.
***Monitorlng frequency at specified stations shall be upon occurrence.1

-------
CA0029491:  Sionetics Corporation, in Sunnyvale,  has operated an electrical equipment
maintenance facility (SIC 7379) which has ground water contaminated, with organic
pollutants, particularly trichloroethylene and 1,1,1-trichlorethane.  The permittee'
has proposed containment and cleanup by extracting groundwater from onsite  wells,
pumping to :an air stripping plant and discharging the treated water  (15,000 gpd)  to a
storm drain tributary to Calabazas Creek.  The effluent  limitations for the discharge
are based on the Water Quality- Control Plan for the San Francisco Bay Region, State
and Federal plans and policies,  and a EPJ determination of BAT.  Annual PC/MS Open
Scans are required for influent and effluent samples. Also, annual 96-hr acute
toxicity tests, using rainbow trout, are to be performed with undiluted effluent;.
Effective Date:  January 18, 1989
Expiration Date:  January 18, 1994
                 Abstract Date:
  Final Permit
April 19, 1989
                               EFFLUENT LIMITS (FINAL)
CA0029491:  Signetics Corporation

       Pollutants         Outfall
Avq./frlax. Limits arid Units
  Monitoring
Flow : 001
Trichloroethylene :
1 , "Lj 1-Tr ichloroethane j
1,1-Oichloroethane :
Ij2-Dichloroethvlene :
1,1-Dichloroethylene :
1,2-Dichlorobenzene :
Tetrachloroethylene :
Total Volatile Oraanics :
pH ' :
Toxicity (Acute) :
.
BCD5 :
COD :
:monitor onlv •
:0.005 ma/1 (instant, max.)
^005 " : " "
:0.005 " " , "
:0.005 •-."... " •-••":.'.
: 0.005 " ....-•" "
:0.005 " in.
:0.004 " .'.--.-,•'" "
lO.lOO " " "
:6.5 - 8.5
tmedian survival = 90% ! •
:90 percentile not less than 70% survi\
rmdnitor only
•. •' "
Ammonia Nitroaen : : "
GCA4S Open Scan : : " • -r • ,
Oraanic Chemicals Identifiable : " - '-....•
by EPA Method 601 : :'..-.''• :
RECEIVING WATER LIMITATIONS
Dissolved Oxyaen :
pH :
Unionized Ammonia :
.
Oraanic Chemicals Identifiable
:5.0 ma/1 miniiraam
:6.5 - 8.5 ...V'
: 0.025 ma/1 (Annual Mean)
:0.4 " (Max. ,anv time)
: monitor onlv •
by EPA Method 601 : : •
INFLUENT MONITORING .
GC/MS Scan :
Oraanic Chemicals Identifiable
by EPA Method 601 :
"• *


**Varies: total ammonia nitroaen
:moriitor onlv
. n

: • . -.'.-•• •


1/d instant .
1/m arab
n n
ii ii
n n
ii n
n n
n n
n n
n n
1/y "
7al
1/y arab
n n
**
1/v arab
2/y


2/v arab
it n
n n
n n
n • n


1/y . arab
2/v




shall be analvsed- and unionized ammonia calculated
whenever fish toxicity test results fail to meet the spec if led. percent survival.

-------
CA0055115:  The Golden West Refining Company,  in Santa Fe Springs, operates an oil
refinery and tank farm (SIC 2911) which falls under the Petroleum Refining Category
(40 CFR 419).  The facility discharges up to 8.6 mgd of stormwater runoff to the North
Fork Coyote Creek.  The wastes pass through a retention basin, screen,  and  straw
filter prior to discharge.  The industrial process wastes are discharged to the
sanitary sewer system.  Effluent limitations are based on the Water Quality Control
Plan for the Los Angeles River Basin and the Settlement Agreement reached by EPA, the
NRDC, and API on April 17, 1984.  The permit contains a standard reopener clause.
Effective Date:  October 28, 1985
Expiration Date:  October 10, 1990
                              Abstract Date:
                                   Final Permit
                                 April 20, 1989
                               EFFLUENT LIMITS (FINAL)
CA0055115:  Golden West Refining Company
       Pollutants
Outfall
Avq.>
Limits and Units
Monitoring
Flow
BODS
TSS
COD
Oil and Grease
Phenolic Compounds
Total Chromium
Hexavalent Chromium
t)H
Temperature
Turbid itv

001 :monitor onlv
: 0 . 22/0 . 40 lb/1000 aal
:0. 18/0.28
si. 5/3.0
:0. 067/0. 13
:0. 0014/0^0029
: 0.0018/0. 0050
: 0.00023/0. 00052
:6.0 - 9.0
:Not to exceed 100 F
:No increase of natural
:
^continuous
./day of flow :
n • '• ".; ' •": . •' " '. ;- 	 •' - ' •
" ' ' •••'.;. • " '••".'.'
n , -.. :'•.•••.
" • i - - '
n . . '. ' '
" .
' '
' :••'•'''
turbidity :
' ' ' ' :''-.-"•••'•'•
       DAILY DISCHARGE RATE FOR ANY CALENDAR DAY;
       Daily Discharge Rate = (8.34/N)  X (the summation of 0 x C)
           where;  N = number of
           Les analyzed in any calendar day  ;
                   0 = flow rate
                   C = constituent concentration

-------
CA0057177:  Powering Oil Company, of Sante Fe Springs. '=is .in the Petroleum Refining
Category  (40'CFR 419)'.  This permit is for the 11.8 mgdI  of stormwater runoff and 0.321
mgd of cooling tower blowdown; boiler blowdown, and demineralizer regeneration wastes
which flow  to settling basins prior to entering a storm drain to the North ForkCoyote
Greek, a  tributary of the San Gabriel River.  The discharge is above the tidal prism.
All process wastewaters are discharged to the LA County Sanitary District System.
Effluent limitations are based on the Water Quality Control Plan adopted for the Los
Angeles River Basin and on Section 301 of the Clean Water Act.
Effective Date:  May 24, 1984
Expiration Date:  May 10, 1989
Abstract Date:
  Final Permit
April 17, 1989
              :,                EFFLUENT LIMITS (FINAL)

3A0057177:  Powerine Oil Company

       Pollutants   ,      Outfall    -... Avg./teax.  Limits and Units
                  Monitoring

DRY WEATHRR LIMITATIONS
Suspended Solids
Seitleable Solids
Dil and Grease _,
3OD5
Phenols
Femperatiire , , ., .
DH
-JET WEATHER LIMITATIONS
Dil and Grease
Phenols

: • .....

001 : 134/402 . Ib/d
:0.1/0.3 - mL/1
: 26. 8/40. 2 Ib/d
: 53. 3/161
:~/2.68 "
; :Not to exceed 100
:6.-0.- 9.0

:— /1514 ,lb/d
:— /101 "
:- ••.''.-••-'

. :, . '•• " •
(50/150 roa/1)
~ -~ .• . • . ~ -
(10/15 ma/1)
(20/60 " )
(—/l.O " )
F - • -I.,;.:,.. - --: , '


(— /IS ira/1) ;
(— /l.O •.-""•' )
'.-•-.. ..;.' : .. . . ..,;•.-' . , :

-





'..•..-'•. : -.'•:. •.- '-•





   Daily Wet Weather Discharge for anv calendar dav
t • 't ' fi -._._- : '-I.. =. . ,„ .;.- -.,---., 	 ^i « ," t - - .
Daily Discharqe Rate = (8. 34/N) X (the summation of O'xC) ,
where:

N = number of samples analyzed in any calendar day
0 = flow rate ••"-• ' .'•••
C = constituent concentration >






• ;.• . -' • '•...' ' '"•-•:'-~ '~.',- • -' :. '•:', '•.-.'' -,.' .;"-,•.•. -..''.'' • •-'• -.-'••

- ...

.
"
, -, - - . - : •' ^, *, • . . -,
. . . _ • ',,.<'.:',-,,„ ^
"• " . . " - ." - ' - ' .. : .
, - • - '-.'.'-;--. - .- >' , . . - - . -• -. v-i - - . -".--.


.• .;. '.-; •-• . _ ;- - •:.
^.» ..' '-'.



-c No monitoring requirements or frecaiencies were included in-the nermit.

-------
CA0081787:  The Mar ley Cooling Tower Company,  located in the east Stockton airea,  owns
a cooling tower fabrication plant  (SIC 2499), which utilizes solutions containing
copper and chromium  in  the wood  preservation process.  This facility is in the Timber
Products Processing Category*  (40 GFR 429)  and discharges 0.37  mgd of treated
stormwater  to the Stockton Diverting Canal,  tributary to the Calaveras River. Past
use of copper, chromium, and arsenic wood treatment compounds has contaminated
groundwater.  In accordance with a Settlement/Agreement, the discharger is required to
pump and discharge groundwater from beneath the site to the pn-site treatment plant
consisting of flow equalization, settling, filtration.  pH adjustment, and JLGQ.
exchange. Effluent limitations are based on Federal Drinking Water Standards and
Water, Quality Criteria which  maintain water  quality standards set forth by the Water
Quality Control Plan for the  Sacromento-San Joaquin Basin.  Limitations vary since the
receiving stream undergoes periods of no flow.  During the months of December 1987,
March 1988, June 1988, and September 1988,  grab samples are to be taken once monthly
of the effluent and upstream  receiving water for acute and chronic toxicity tests.
Three test species are to be used for the acute tests and the most sensitive of  the
three is to be used for the chronic tests.  The results  will be reviewed and! the
effluent limitations may be revised accordingly.
Effective Date:  June 24, 1988
Expiration Date:  June 1, 1993
                                                       Final Permit
                                     Abstract Date:  April 14, 1989
                               EFFLUENT LIMITS (FINAL)

CA0081787:  Marley Cooling Tower Company      -

       Pollutants         Outfall      Avg./Max. Limits and Units .
                                                       Monitor ing
Plow
Toxicitv (96-hr)

pH
LIMITATIONS EFFECTIVE DUI
Total Dissolved Solids
Copper
Total Chromium
001 :0.37/— MGD
:min. survival for
jmedian for any 3
:6.5 - 8.5
*ING NO FLOW CONDITIONS IN
: 5007500 ma/1
:6.5/6.5 ua/1 "
:50/50 *>•

any one test
or more tests

THE RECEIVING
continuous
= 70% :l/m arab
= 90% : " "
:c6nt:inubus
STREAM:



• , f

: 1/d 24-hr como
• . j-

.it n
~ • " ' * fl '
'

Hexavalent Chromium
               :11/11
continuous
Arsen ic
               :10/10
;l/d 24-hr  comp
EQUATIONS FOR ADJUSTING LIMITS FC
   Adjusted Daily Maximum =
                      WHEN RECEIVING STREAM FLOW EXISTS
  	(Daily Max. Limit) X  (Daily receiving stream flow)/(Daily effluent flow)
   Adjusted Monthly Average =  '  '               	  '                  	
      (Monthly Ava,
 Limit)  X (Avg.  monthly receiving stream flow)/(3 X Avg." monthly
	'      	'	           '"•  •'	effluent flow)
LIMITS NEVER TO BE EXCEEDED
Copper . '-
Total Chromium
Arsenic
Total Dissolved Solids
RECEIVING STREAM LIMITAT]
Copper
Trivalent Chromium
Hexavalent Chromium
Arsenic
Total Dissolved Solids
pH
Temperature
Total Chromium
Copper
Arsenic
Total Dissolved Solids
:~/65 ua/1
.—/so • •»
.__ /so " . ' ...
s— /lOOO "ma/1
ONS ' " " ' ' -.'••• ' - 	 -•'
:6.5 " ua/1 '
:50 ' " ' " ' " 	 .':••'.
ill "
:10 • - » '
:500 ma/1
:Not to chanae more than 0.5 units
:No more than 5 F increase
Influent imonitor only
. it
"
"
1/d 24-hr comp
n it
n n
n •• • n

1/w arab
"" n ' " 	 n
n n
n n •.*"•''
". " .,.!"•'"
n • •' '.• n
n n
1/d arab
n i n
n n
n it

-------
COO.OP.0248:-'- Amax. Inc.. located in-Climax, Colorado, processes molybdenum ore
(SIC 1061)  from open pit and underground mines in the Ore Mining and Dressing Category
(40 CFR 440).  The facility has the capacity  to process up to  50,000 tons of ore per
day, although it is temporarily shutdown until the market becomes more  favorable.
Sanitary and mill wastewaters, mine drainage  water,  and runoff from the mine area are
routed ,to a tailings pond for settling.  Additional treatment is provided in a
wastewater treatment plant that originally consisted of ion exchange,  lime          ';
precipitation, flotation, filtration,  and chlorination;  unspecified  modifications have
been made.  Treated waters  are held in  a  retention pond before entering Ten Mile Creek
through .Outfall 001, a discharge  flume.  Because of  excess runoff from snowmelt in the
Spring, .some of the treated water from  the settling pond, may bypass the treatment
plant and be discharged directly  into  the creek mentioned above as per a BAT storm
exemption  (40 CFR 440.131 to)).  The snowmelt bypass  will only occur  between May 1 -
July 31; for a period of time no longer  than 60 consecutive days*  The permit
limitations .are based .on water quality  standards with the following exceptions:  pH,
and non-bypass TSS limits based on BPT/BAT effluent guidelines (40 CFR  440.102,
440.103),  and oil and grease and bypass TSS limits  based on  state effluent  standards.
Amax has chosen not to discharge  process wastewaters from 12/25 - 2/28 to minimize
effects on trout during low steam flows.  A groundwater monitoring program has been
implemented  and yearly reports are required.   The  permit contains a BMP Plan effective
during bypass conditions.  BMP requirements include diverting unpolluted runoff around
mine wastes, and revegetating and stabilizing areas exposed to erosion.   The permit
may be  reopened for  toxic pollutants.     "    ^    •"••'"_"'  • :                        v .-••'
Effective bate:
Expiration Date:
November 17, 1987
September 30, 1992
Abstract bate:
   Final Permit
March, 14, 1989
                               EFFLUENT.LIMITS (FINAL)
C00000248:  Amax, Inc.
Pollutants

Flow
TSS
Outfall Avq./Max. Limits and Units Mo
;

: 001 rreoort

Ammonia as N (un- ionized)
Oil and Grease
Total Cyanide
Cadmium
Copper
Lead
Zinc
Iron
Manqanese
Molvbdenum
Fluoride
Total Phosphorous
Sulfate
Temperature
•





.;
, o





Total Dissolved Solids :
DH

*Snowmelt bypass
days between May

e
limitations
. .
nitoring
(report*) continuous
:20/30 mq/1 (30/45 mq/m-l/w
:0. 02/0. 04
:< 10
:0. 117/0. 234
: 0.012/0. 024 "
:0. 044/0. 088 "
: 0.004/0. 008 "
:0. 17/0. 34 "
:1. 0/2.0
:!. 0/2.0
: report
• •*
* w ' '
• "
: " - - •• "
• ™
•
:6. 5-9.0

(0.02/0.04 " *) : "
« 10 "-*) :l/d
(0.15/0.30 roa/1*) :l/w
(0.014/0.028 " *) : "
(0.133/0.266 " *) : "
(0.018/0.036 " *) : "
(0.52/1.04 " *) : "
(2.1/4.2 " *) : "
(1.6/3.2 " *) : " '
(report*) : "
( " *) :l/q
( " *) : "
•("''*) : "
( " *)-•"• :l/w
( " *) :l/m
(6.5-9.0*) :l/w
.
qrab
n
visual**
qrab
n
n
n
n
n
' it "
n
n
n
... n ........
ti
n
n '

effective for not more than 60 consecutive .-'-.•'
1-July 31 when there is a need
to eliminate excess water

  from the industrial wastewater treat
**Grab sample if a sheen is observed.

-------
C00000591:  Res-ASARCO, a joint venture between Newmont Mining Company and ASARCO,:
Inc.,  operates a lead/zinc mine and flotation mill (SIC 1031)  in Leadville.   This
facility is in the Ore Mining and Dressing Category (40 CFR 440, •Subpart E)  and
discharges 1.0 MGD via Outfall 001 to Iowa Gulch.   Approximately 18,000  tons of ore
are mined per month and the wastewater  is treated in a lime and settling treatment
system.  The basis for BAT limitations for manganese, copper,  zinc,  lead, mercury, and
cadmium is water quality.  The BCT limits for TSS, pH, and oil and grease are based on
non-degradation policy and state effluent standards.   The cyanide limits ares based on
BEsI for BAT,  with a requirment to meet adopted stream classification standards for
free cyanide.   Ammonia limits are based on the results of a dilution and pH study of
Iowa Gulch.  The permittee is required to submit a Spill Prevention Control "and
Countermeasure Plan (SPCC Plan) within 90 days of the effective date of  the permit.
Effective Date:  November 27, 1986
Expiration Date:  March 31, 1991
                           Abstract Date:
                                  ;Final Permit
                              November 22,  1988
                               EFFLUENT LIMITS (FINAL)
C00000591:  Res-ASARCO
       Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
Flow : 001

TSS :
Copper (Total Recoverable)
Zinc " :
Lead "
Manaanese " :

Mercury (Total) :
Cadmium n :
Cyanide " :
pH :
Oil and Grease :
Ammonia (as N) :

.
Dilution Flow :

Temperature :
Sulfatpe :
pissolved Manaanese :

•
*
.
.

.
.
.
.
.
:
: monitor only

:20/30 ma/1 -
:0. 05/0.1 "
:0. 5/1.0 "
:0.2/0.4 "
:1. 0/2.0 " (5. 0/— ma/1 interim
: limit until 12/31/88)
: 0.001/0. 002 ma/1
:monitor only
:0.1/0.2 roa/1
:6.5 - 9.0
:< 10 ma/1
:4.5/ — "
' . ••
: • -• . - -
: monitor only

"
• n - • :
. n ,.--..
• " . •
• •
•

.
: •:

• . . • •
.
", ' • , ''"••"
. . • • - ., 	
: : . : . " . . , . v .
:l/d instant.
or continuous
2/m arab
•* " '-
n n
—
n n
; 	 — 	 '
n n

1/m .«
n • , L ,• -n.
n n
1/W " '
" visual/arab
2/m "


a/m instant.
or continuous
2/m in-situ
1/q arab
n n


' ' .! . !. .•,,...•:,.
' . . ^v'.-j-S- •-' -,




1 , :,- - . .» .

	 ••;• . . .--.


-------
C00001121?  The Public Service Company of Colorado Fort St. Vrain Generating Station
in Platteville is a 343 megawatt steam electric power generating station (SIC  4911)
and  is  in  the Steam Electric Power Generating Category (40 CFR 423).  The facility
uses nuclear  fuel as the primary energy source. Cooling tower blowdown, treated
domestic waste water. Turbine Building sump discharge/ Reactor Building sump discharge,
bypass  water, and stormwater runoff is discharged  to  the South Platte River via
Goosequill Ditch, to Jay Thomas Ditch,  to a farm pond, and then to a ditch to the
river.  This  discharge is designated as Outfall 001,  but is divided into, 001A  (from
the  farm pond)  and  0.01B (Goosequill Ditch)  for certain monitoring requirements.
Outfall 002 is an alternate discharge point  for wastewater normally discharged through
001, arid when used,  empties into  the St.  Vrairi Creek.  There are two internal
monitor ing points; 006 is the discharge from the Turbine Building Drain; arid 007 is
the discharge from the sewage treatment system.  Wastewater treatment consists of
aeration,  oil separation, filtration,  and a polishing  pond.  Effluent limitations are
based on water quality standards.  BPT.  and  BPJ.  The permittee must certify either by
calculation or yearly analytical testing,  that the  cooling  tower blowdown does not
contain detectable amounts  of the  126 priority pollutants, except for total chromium
and  total  zinc.                                                                      /
Effective Dates  May 29, 1987
Expiration Date:  December 31, 1991
                             Abstract Date:
                                   Final Permit
                                March, 14, 1989
                               EFFLUENT LIMITS (FINAL)
C00001121:  Public Service Company of Colorado - Fort St. Vrain Station
       Pollutants
Outfall
Avg./Max. Limits and 'Units
Monitoring
Flow
Total Residual Chlorine
Zinc (Total)
CoDoer - " •
Chromium " ' • .
Temperature
Ammonia
Total Phosphorus
Oil and Grease
pH
Flow
Total Residual Chlorine
Zinc (Total)
Copper "
Chromium "
Temperature
Ammonia
Total Phosphorus
Oil and Grease •
DH
TSS
Oil and Grease
BODS
TSS
Fecal Coliform (#/100 ml
Influent BODS
Oil and Grease

001 :monitor only
: — /0.014 me
:0.66/1.0 "
:0. 12/0. 24 -"
-.0.2/0.2
:— /30 C
:monitbr only
. "
: 15/20 . nta/1
:6.5 - 9.0
002 :monitor only
:— /0.022 ma
:0. 75/1.0
: 0.11/0. 22 "
tO.2/0.2
S--/30 C
:monitor only
"••'.-.
: 15/20 ma/1
''• s-6.5 - 9.0 '
006 : 30/100 ma/1
:15/20 "
007 : 30/45 "
: 75/110
:6000/12.000
:monitor only
:— /10 ma/1
•

i/l
'•'.-. -*1.
*
*

*
*



/I
*
*
*

*
*


**
**
(30-day
(
(




(1)
(2)
(2)
(2)
(1)
(2)
(2)
(2)
(2)












avq/7-day avg)
" )
)



:l/w continuous
: " ' arab
:l/m n
. n it
-•'. " "
:l/w "
'.I/m
. n n
. n n
:l/w
: " continuous
: " arab
:l/m "
. n n
. ". " '
:l/w "
:l/m
. n n
.n n
:l/w "
:l/m .".• ,
:l/a "
:l/m "
. n n
." n ,
: " comp/grab
:l/w arab
•
(l)Monitor parameter at Outfall 001A.
(2)Monitor parameter at Outfall 001B.
 *It's not necessary to monitor both 001 and 002 in the same month for  this parameter.
**Ljjnitations do no apply when there is a discharge of stormwater runoff from either
  of the smaller pipes located adjacent to the end of the 24-inch pipe. 	-

-------
C00001147:  Conoco. Inc. operates a petroleum refinery in Commerce City that refines
44,500 barrels/day to produce gasoline, jet fuel, fuel oil, asphalt, and' liquid
petroleum gas (SIC  2911).  The facility is in the-Petroleum Refining Category  (40 CFR;
419; Subpart B, Cracking) and has a maximum  reported  flow of  2.3 MGD.  Outfalls,'002   •
and 002A (alternate for 002)  discharge treated process wastewater. Outfall 003 is the
interceptor trench, and Outfall 004 consists of stormwater, runoff.  Outfall 002
empties into  Burlington Ditch, whereas the other outfalls empty into Sand Creek.    :
The right to discharge  into Burlington Ditch has been revoked and Outfall 002 is
being phased out and replaced by  002A.  Effluent limitations for BOD5,  TSS, and oil
and grease are based on BCT effluent guidelines and the limits  for phenolics, total
chromium, hexavalent chromium, COD, ammonia, and sulfide are  BAT.  The dissolved
oxygen limit  on 002A is based on  a water  quality standard.  The process configuration,,
size factor,  and  the process factor for the refinery are  7.70,  0.95, and  1.41,
respectively.  Wastewater treatment consists of an API separator, flocculatlon. a
biological treatment lagoon,  and an aeration basin to increase  D.O. .prior to
discharge.  A BMP Elan,  is required for the interceptor system.
Effective Date:  May 1, 1987
Expiration Date:  December 31, 1991
                 Final Permit
Abstract Date:  March 8, 1989
                               EFFLUENT LIMITS  (FINAL). 1

C00001147:  Conoco, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                 Monitoring
Flow
BOD5
TSS
COD
Oil and Grease
Total Phenols
Ammonia
Sulfide
Total Chromium
ffexavgjent Chromium
Dissolved Oxygen

pH
pH


;0

.


.
.
.
.
.
•
.

•
.
;
02,002A:monitor only
: 328/590 Ib/d
: 262/411
.-2289/4411 "
: 95/179
:1.8/7.3 "
:179/393
:1.7/3.9
:2. 1/6.0 '".'..'..
:0. 17/0. 38 '" '
002A :2,0 ma/I minimum (Until 6/30/88)
:5.0 ma/1 minimum (Begin 7/1/88)
:6.5 - 9.0
002 :6.0 - 9.0
.
:
:l/d
fl/W
. ••
1/m
1/w
1/m
n
n
i/q

l/d
n
n
n


continuous
grab
n
n
n
n
n
n
n
.n • , ,
in-situ
n
grab
n



-------
C00032158:  Eastman Kodak Company,  Kodak .Colorado Division,  operates; a photographies
products manufacturing  facility (SIC 3861) near Windsor.  No Point Source,Category
exists for photographic manufacturing/ only photographic development which does not  -
pertain to this facility.  Industrial wastewater  is .generated from seven  operations:
(1) lithoplate manufacturing;  (2) productiori support facilities;  (3)  film Support
manufacturing;  (4) film and paper sensitizing complex;  (5) silver recovery from
sensitizing complex;  (6) utilities; ,and  (7) demineralization of  intake water.
Sanitary wastes are discharged to the POTW.  Several recovery and treatment processes
are used to minimize  pollutant loading/  including a waste acid regeneration system, a
decationizer/electrowinning system  for zinc recovery/ a sand filter, for silver
recovery, and reverse osmosis in the demineralization unit.   The main'.wastewater
treatment facility/consists of two aerated lagoons followed by multi-media rapid sand
filters with coagulant  addition.  The effluent'(1.8 MOD) is discharged through Outfall
001 to the Cache La Poudre River.  Outfall 002 discharges to Law Ditch and is only
authorized as an emergency bypass.  The following  is the basis for the concentration
limitations for Outfall 001:   (1) State Effluent Standards.for BOD,  Oil and Grease,
and TSS; (2)  State Water Quality Standards for pH, total ammonia, total recoverable
zinc, silver,  and copper, and hexavalent chromium; (3)  below the detection limit for
1/2-Dichloroethane. The permittee is required to achieve compliance with the effluent
limitations for total ammonia,  total  recoverable silver, and 1,2-Dichloroethane by
January 1, 1990.  An implementation plan, outlining the abatement program designed to
achieve compliance, must be submitted by December 31,  1988.
Effective Date:  February 13, 1988
Expiration Date:  December 31, 1992
                           Abstract Date:
                                 .-Final Permit
                              November. 16,, 1988
                               EFFLUENT LIMITS (FINAL)'

C00032158:  Eastman Kodak Company (Page 1 of 2)
       Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
Flow (March - Mav)
(June - Auaust)
(Sent - Nov)
(Dec - Feb)
TSS
BOD5
Zinc (Total Recoverable)
(March - Mav)
(June - Auaust)
(Sect •-• Nov)
(Dec - Feb)
CoDoer (Total Recoverabl
(March - Mav)
(June — Auaust)
(Sent - Nov)
(Dec - Feb)
Hexavalent Chromium**
(March - May)
(June - Aucrust)
(Sept - Nov)
(Dec - Feb)
Dissolved Aluminum
Total Cyanide
Oil and Grease
pH
001 :1.5/— MGD

J 1 . D/-~

: 30/45* ma/1' •-.' >
:30/45* ••"..•

:0.7/— ma/1
-0.8/ — : " ; "

.in /__ •*
. a. • u/
5) , :
:0.27/— . "
:0.32/— "
:0.32/~ "
:0.35/— "

:0.20/— "•....
:0.22/~ " •-.
:0.23/~ ..-•••-••,. : .-:.-.;,
:0.27/— n
:Report (Dailv Max)
. n n
:— /10 ma/1
:6.5 - 9.0
: - ' :l/w instant. "
' ' :or continuous
• '. • :.-•-..•- •' '
'..'.••.,.•--'
..'.". :l/w arab
- ; , •'•;-:' " " •••-.."••
••"».'.. ••••.•
:l/m comp
. n n •
.... . - .• . • ;•. :n • ' -. n., ';
. n n ~. .:

. n n
. n • n
- n ' n . . • .
: • . ....-..• • ,- .
, . n n
• ' - • ••
. n n

*- . ' ' • ,"• " . • • ,
. . - • - , , : n ' -
- - . ' 9 n . '. n
. n n
1/w visual/arab
: " arab

-------
C00032158:  Eastman Kodak Company,  Kodak Colorado Division, operates a photographies
products manufacturing  facility (SIC 3861) near Windsor.  No Point Source Category
exists for photographic manufacturing, only photographic development which does not
pertain to this facility.  Industrial wastewater  is generated from seven operations:
(1)  lithoplate manufacturing;  (2) production support facilities; (3)  film support
manufacturing;  (4) film and paper sensitizing complex;  (5) silver recovery from
sensitizing complex;  (6) utilities;  and  (7) demineralization of  intake water.
Sanitary wastes are discharged to the POTW.  Several recovery and treatment processes
are used to minimize pollutant loading,  including a waste acid regeneration system, a
decationizer/electrowinning system  for zinc recovery, a sand filter for silver   ,
recovery, and reverse osmosis in the demineralization unit.   The main wastewater
treatment facility consists of two aerated lagoons followed by multi-media rapid sand
filters with coagulant  addition.  The effluent (1.8 MGD)  is discharged through Outfall
001 to the Cache fca Poudre River.  Outfall 002 discharges to;- Law Ditch and is only
authorized as an emergency bypass.  The following is the basis for the concentration
limitations  for Outfall 001:   (1) State Effluent  Standards for BOD, Oil and Grease,
and TSS; (2)   State Water Quality Standards for pH, total ammonia, total recoverable
zinc, silver, and copper, and hexavalent chromium; (3)  below the detection limit, for
1,2-Dichloroethane.   The permittee is required to achieve compliance with the effluent
limitations  for total ammonia, total recoverable silver,  and 1,2-Dichloroethane by
January 1, 1990.  An implementation plan, outlining the abatement program designed to
achieve compliance, must be submitted by December 31,  1988.
Effective Date:  February 13, 1988
Expiration Date:  Deceirber 31, 1992
                           Abstract Date:
                                   Final Permit
                              November 16, 1988
                               EFFLUENT LIMITS  (FINAL)

CO0032158:  Eastman Kodak Conpany (Page 2 of 2)
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
Total Anrnonia  (as N)
 001
       fMarch - Mav)
       i32.0/—  mg/1    Q8.0/—  ma/1 ***) ;3/m
      (June - August)
       ! 39.07—
            (21.07—
        (Sept - Nov)
        : 36.07-
            (36.07-
                                                                  ***1
        (Dec - Feb)
        ! 130.07—
            (130.07-
                                                                  ***
Silver  (Total Recoverable)
       (March - Mav)
          02/0.04
            (0.01/0.0?.  mq/1***Vi3/m   comp
      (June - August)
        !0.02/0.04
            (0.01/0.02
                                                                   ***
li.
        (Sept - Nov)
        ;0.02/0.04
            (0.01/0.02
                                                                   ***
LL
        (Dec - Feb)
        :0.02/0.04
            (0.02/0.04
1,2-Dichloroethane
        monitor: only  ug/1  ( < 5 uq/1 ***V  ;l/w   grab
Priority Pollutant Scan
                         (exclude pesticides);2/y_
   *Monthlv Avg/7-Dav Avg
  **Permittee mav monitor for total chromium as long as  it  remains  < 0.20 mg/1; if—
   total chromium is > 0.20 mg/1,  hexavalent chromium must be analyzed and  reported
   for the same sample.	;	_	;—	__	;	;	:	__—_-'- •'-  '  ,
          limits go into effect beginning January 1, 1990	:	  •• y   	.

-------
C00033537:  The Goors Porcelain Company, in Grand Junction, manufactures a variety of
ceramic products  (SIC 3264) and is  in the Clay,  Gypsum, Refractory, and Ceramics
Category  (40 CFR  451).  Outfall 001 consists of 100,000 gpd of sanitary waste         •
(including one other business), non-contact cooling water;  and wash water from the
porcelain plant and discharges into Leach Creek, a tributary  of the Colorado River,
The treatment  facility is comprised of an aeration basin,  a contact basin,  a
clarifier, and chlorination.   Sludge is  aerobically digested,  dewatered,,in  drying     -:
beds, and landfilled.  The effluent limitations are based on-State  Effluent
Regulations, except for pHr which is based on Water Quality Standards. .A Materials
Containment Plan  must be  submitted within ninety-days of the effective date of the
permit.-;.;.--1'  ':..   /'-..:,,,,.  . •'.-  •-• '.-..-:'..-• .  '      •''..' '•  < .... ;.:.  •/..-,  ••, •   .-''•.. _"•'.". • -;,."•  - . -  -.
Effective Date:  April 11,  1986
Expiration Date:  December  31,  1990
Abstract Date:
     Final Permit
November 17, 1988
         '-••';                    EFFLUENT LIMITS (FINAL)    "; >

CO0033537:  Coors Porcelain Company                          ,

       Pollutants         Outfall       Ava./Max.  Limits* and!Units
                     Monitoring
Flow

TSS
BODS
Fecal Coliform
Total Residual^hlorine
Oil and Grease
DH
Salinity ;

BODS (influent)
TSS "


r . - .



'>:-,. ._••''





001























0.10 MGD (avai monthly)

30/45/— ma/1 (25/38 Ibs/d)
30/45/— " (25/38 "" }
6000/12,000 #/100 ml
— /— /0.5 ma/1 ?:•'•••
10 ma/1 (daily max)
6.5 - 9.0
monitor only
... .... . ^ .. . .....
monitor only
n ' ' ' ' •' -..--.•.•--.

. " rr '•'




.--..... ' «' . ' •



-.•'.--•••• .-'.'_. ....

*ava. monthly/ava. weekly/max, daily
L!/W instant.
or continuous
1/m comp
n • •; n ;. '
" arab
1/w "
" visual/arab
" arab .
1/q "

1/m comp
n n
n
-' '-.-- - n
'.-:".. -. n ' . •
--- ' . • . n : -- •
n
n
'. -


. -

• . '


-------
C00035394:  Amax, Inc.,  ovms the Keystone Mine,  located near Crested Butte, which was
once an active lead-zinc underground mining facility (SIC 1031)  associated with the
Mount Emmons Molybdenum Project.  This facility is in the Qce Mining and: Dressing
Category  (40 CFR 440, Subpart E)  and discharges  mine drainage and underflow from a
reclaimed tailings  area.  The drainage (0.458 MGD), underflow (0.0432 MGD), and
sanitary waste (720 gpd) is  treated at the Mount  Emmons Water Treatment Plant before
being discharged via Outfall 001 to Coal Creek.   Treatment consists of lime
neutralization, Speculation, flotation, and filtration to remove heavy metals.  There
is also a pH. interlock  to prevent  the discharge  of any out-of-specif ication water.
Outfalls 002, 003, 004,  and 005 discharge stormwater  runoff water from reclaimed or
undisturbed areas around the mine.  Effluent limitations are based on State Effluent
          and State Water Quality Standards.   The permittee is required to follow
BMPs which include preventing water from entering or seeping out of mine portals,
flooding or sealing of existing inactive mines, revegetation and stabilization of
exposed areas, retention of topsoil, limiting mining activities to where pollution can
be controlled, sealing the surface areas of old mines, diversion of unpolluted runoff,
lining of interceptor and collector ditches and measures to minimize sediment in a
tailings pond from entering the runoff diversion pipe.  A reopener clause is contained
in the permit in reference to toxic pollutants.                             ,  •  • '
Effective Date:  September 27, 1985
Expiration Date:  June 30, 1990
                          Abstract Date:
                                        Final Permit
                                   November 16, 1988
                               EFFLUENT LIMITS  (FINAL)
C00035394:  Amax, Inc.

       Pollutants         Outfall
            Avg./Max.  Limits and Units
                                        Monitoring
Flow
001
t monitor only
                                                                        ;l/w   instant.
                                                                       :or continuous
                                  !20/30   mg/1
                                            ;l/w   crab
Copper  (Total Recoverable)
      :—70.04
Lead
        •70.15
Zinc
        -70.6
Manganese
      ;—-71.0
Mercury   (Total)
      ;—70.00005* mg/1
Oil and Grease
      r—710
                                                                       il/w visual or
                                                                             grab
Salinity**
      :monitor only
                                      ;l/q  grab
EH.
      ;6.5 - 9.0
                                                                       ;l/w grab or
                                                                         continuous
  *If  reported  as  "not detected" using EPA approved method that yields the lowest
  detection  level (  < 0.0002 ma/1), the permittee shall be considered in compliance.
 **Shall be measured  as TDS, however, may be measured as electrical conductivity if	.
  sufficient correlation can be shown to exist between conductivity and TD5..	

-------
000036897:  IBM Corporation operates an electronic equipment and magnetic tape
manufacturing plant at its facility in Boulder, Colorado.  After detection and
identification of toxic organics in the groundwater resulting from accidental spills,
and leaks from undergound storage tanks,  IBM constructed a .wastewater treatment system
for groundwater containing organic compounds,  This is a new permit regulating the
discharge from the waste treatment system.   There is no effluent guidelines category
for the operations covered under this permit.  After extensive monitoring by IBM,  five
plumes of oontamination have been discovered. ^Thecxmtaminat^ groundwater from
Plumes, 1,2,3,  and 5 is pumped from a series of wells to the treatment system which
consists of filtration followed by carbon adsorption, -then oxidation catalyzed by
ultra violet light, if needed.  The design flow of the treatment system is 225 gpm or
0.324 mgd.   Plume 4 is not treated at the treatment system but is treated at the site,
by earth removal, etc. Outfall 001 is the discharge  from the treatment facility to
St. Vraih Creek.  Outfall 002  includes storm runoff,  air conditioner condensate,
groundwater infiltration (and any associated organics), and possibly irrigation return
flow.  Monitoring is required at this outfall to detect changes in the organics
levels, which will eventually be treated at the source.  The basis of the effluent
limits is as follows:  1) State Effluent Standards - TSS, oil and grease, and pH;  2)
BPJ,  using the Handbook of Environmental Data on Organic Chemicals, - tetrahydrofuran,
methyl ethyl ketone, toluene, dichlorometharie, and;cyclohexanone; human health limit,
using the Handbook of Toxic and Hazardous Chemicals - xylene;, and water quality -  the
remaining parameters.  This permit allows bypass of the treatment facility when the  ,
water contains very low  or nonnletectable levels of organics, and requires the
preparation of a SPCC Plan.
Effective Date:  June 7, 1982
Expiration Date:  March 31, 1989
Abstract Date:
     Final Permit
February 15, 1985
                               EFFLUENT LIMITS (FINMLi)
CO0036897:  IBM Corporation (Page 1 of 2)
Pollutants 	 	 Outfall
Flow , s 001**
TSS ; •,.':••
Oil and Grease s
Tetrahydrofuran s
Methyl ethyl ketone :
Toluene s
Dichloromethane
Cyclohexanone ,
Tetrachloroethylene
Trichloroethylene
1,1,1 - Trichloroethane
1,1,2 - Trichloro-1,2,2-
Trif luoroethane

,
-






.. Avg./Max. Limits and Units Monitoring* .';
report. _.-,, ... '..,.-....:'.... . :l/w m
30/45
-r-.no.
mg/1 . .; .::, ... „ :2/v

— /0.5
— /l.O
—/O.I
— /0.15
— /0.2
— /0.84
— /4.8
T-/1.5
'•'••• ( 2)
grab

	 . :2/m orab ,
-• ' '--':' : ' : '-

. . ,.

H .
H .
tl . ^
.'- -• II -• •
II
II . •
11 .
II
tl
II
• .
— /0.05
• M - .11
ti

(1) Instantaneous or continuous for Outfall 001,  estimate for Outfall  002.
(2) Weekly by visual inspection, monthly by grab  sample.
 *Monitorinq requirements are applicable to 001 (plant effluent),  002
 (storm sewer), and plant influent, except for flow,  TSS, pH, and oil and
 grease which do not apply to the plant influent.   The monitoring frequency
 for all organics will change after one year from 2/m to 1/m.
**LJmited to treated water from Plumes 1,2,3 and 5.

-------
000036897:  IBM Corporation operates an electronic equipment and magnetic tape
manufacturing plant at its facility in Boulder, Colorado.   After detection eind
identification of toxic organics in the groundwater resulting from accidental spills,
and leaks from undergound storage tanks,  IBM constructed a wastewater treatment system
for groundwater containing organic compounds.  This is a new permit regulating the
discharge from the waste treatment system.   There is no effluent guidelines  category
for the operations covered under this permit.  After extensive monitoring by IBM, five
plumes of contamination have been discovered.  The contaminated groundwater  from
Plumes 1,2,3, and 5 is pumped from a series of wells to the treatment system which
consists of filtration followed by carbon adsorption,  then oxidation catalysed by   •
ultra violet light, if needed.  The design flow of the treatment system is 225 gpm  or
0.324 mgd.   Plume 4 is not treated at the treatment system but is treated at the site,
by earth removal, etc. Outfall 001 is the discharge from  the treatment facility to
St. Vrain Creek.  Outfall 002  includes storm runoff, air conditioner condenisate,
groundwater infiltration (and any associated organics), and possibly irriga1:ion return
flow.  Monitoring is required at this outfall to detect changes in the organics
levels, which will eventually be treated at the source.- The basis of the effluent
limits is as follows:  1) State Effluent Standards - TSS,  oil and grease, and pH; 2)
BPJ, using the Handbook of Environmental Data on Organic Chemicals, - tetxahydrofuran,
methyl ethyl ketone, toluene, dichloromethane, and cyclohexanone; human health limit,
using the Handbook of Toxic and Ifazardous Chemicals -xylene; and water quality - the
remaining parameters.  This permit allows bypass of the treatment facility when the
water contains very low  or non-detectable levels  of organics, and requires the
preparation of a SPCC Plan.                                                        ;
Effective Date:  June 7, 1982
Expiration Date:  March 31,  1989
              Abstract Date:
     Final Permit
February 15,, 1985
                               EFFLUENT LIMITS (FINKL)

CO0036897:  EBM Corporation  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                                  Monitoring*
Chloroform
Dichloroethane
Dichlorotrifluoroethane
Tetramethylbenzene
Trimethylbenzene
Xylene
PH
Methyl isobutyl ketone






-

001**















—/1. 24 ma/1
— /0.05 : "
—70.05 "
—/0.05
—70.05 "
—76.0 "
6.0 - 9.0
report
-
- • -
..

- . - '



2/m grab


-II - . ,

"
1/m "





• • ,
. •


 *Monitorinq requirements are applicable to 001 (plant effluent), 002
 (storm sewer), and plant influent, except for flow, TSS, pH, and oil and
 grease which do not apply to the plant influent.  The monitoring frequency
 for all orqanics will change after one year from 2/m to 1/m.
 **Limited to treated water from Plumes
1,2,3 and 5.

-------
C00041351:  The Western Sugar Company,  in Fort Morgan,  is a beet sugar refinery  (SIC
2063) which extracts sucrose from" sugar beets, purifies and produces refined sugar at
a rate of  480  kkg per  day.  This  facility is  in the Sugar Processing •Category  (40 CFR
409, Subpart A) and discharges 2.7 MGD via Outfall 001 to the South Platte  River.
Prior to discharge, the cooling water enters  a cooling pond.  Water utilized in the
beet transport and washing is discharged into mud ponds and the lime slurry is
disposed inlimefronds. Neither the mud ponds or the: lime ponds .have a surface
discharge.  The effluent limitations are based on BAT for temperature, BCT  for BOD5, '
State Effluent Standards for TSS  and Oil and  Grease, and Water Quality Standards for; '
fecal coliform, ,pH, and ammonia.  Flow is limited since the ammonia limit is water
quality-based, and therefore, flow dependent.  A Spill Prevention Control and
Countermeasure Plan  (SPCC Plan) is required.
Effective Date:  December 19, 1986
Expiration Date:  September 30, 1991
              Abstract Date:
  :   Final Permit
November 17, 1988
                               EFFLUENT LIMITS  (FINAL)
CO0041351:; Western Sugar Company

       Pollutants         Outfall
Avg./Max. Limits* and Units
     Monitoring
Flow : 001

TSS :. •• :
BOD5 :
Fecal Coliform :
Temperature . :
Total Ammonia (as N) :
(Oct. - April) :
(Mav - Sept.) :
Dissolved. Oxygen :
pH ••••-•'• :-.• - .-•• • - : •- . .-
Nitrate :
Nitrite :
Cobber (Total Recoverable)
Lead " :
Nickel " :
Zinc " :
Iron " :
Prioritv Pollutant Scan :
• • . ' - :

- • -. - ' . - •

• • ' .• - .
• - . • .- '-.'•.
:
• • • : • .- -'
. • -• • -...-. . .
. . . ..'.'• • - . .
• •- . • • - ; .

...:.-,,.
*avg. monthly/avg. weekly/max.
: 2.7 MGD :., (avg. monthly)

: 30/457— . mg/1
:2328/—/3493 Ibs/d
:3900/7800/— #/100 ml
:32 C (90 F) (daily max)
*' • .-.'.--•.
:10 ma/1 (avg monthly)
:0 "
:monitor only
:6.5 - 9.0
:one time analysis mg/1
-. .• n ..,•.;.:. ... . n
n it
. n , it
. . n . .... «,.•.-<..
'•-•,".'•-. .• ', "
. n •-. -- "
.'.-•'•• " ' . - - .-' •-.•;• n ,
: - : "-- ,'':' .'-•-.
: •• --' ' • •"' - ' •



• : . - '-'•-,•-"
•..-• i: ' -••:.:. - ..
• ' . • - . ' - '-"-'... ' '
-• :-' - - ' • • •-•.-•'
• • . - .": ••- :-~. . •-' ' :.". . -' ' . ..•.-.',.


... .. ..... _., ..
daily
• .-• • -• :
' •
- " •

•
. . _ .».
•

.-.-:
• . . •
— j_».
•
»
* . •
•
- •
:
. •. . .
•
:
•


"•'•'' j
:
:
'•*

-.•- •
-'•-•- .»

;
.--•-!
	 •
	 •

- : ' *
1/w instant.
or continuous
1/w grab

1/m •".:-•
" in-situ

1/w- grab
ii ii. .
", in-situ
arab -
grab
n
it
. . .-•:' " .- . ;•
«...
".--•. ••-."•
. ' "
," . ' "- •















-------
C00041360:  The Western  Sugar Company,  in Greeley,7 is a beet  sugar refinery (SIC 2063)
which extracts sucrose from sugar beets, purifies and produces refined sugar at a .rate
of 280 kkg per day.   This facility is in the Sugar Processing Category (40  CFR 409,  -:
Subpart A) and discharges 3.45 MGD via Outfall 001 to the Cache La. Poudre .River.
Prior to discharge, the cooling water enters  a cooling pond.  Water utilized in the
beet transport and washing is discharged into mud ponds and the lime slurry is   ::
disposed in lime ponds. Neither the mud ponds or the  lime ponds have a surface
discharge.  The effluent limitations are based on-BAT for temperature,,B£T.for BOD5,
State, Effluent Standards for TSS and Oil and Grease, arid Water Quality Standards for
fecal coliform, pH, and ammonia.  Flow is limited since the ammonia limit-is water
quality-based, and therefore, flow dependent.  A Spill.Prevention Control and   ;  	-.,
Countermeasure Plan  (SPCC  Plan) is  required.                  ', :        ,   "         ;•
Effective Date:  January 9, 1987
Expiration Date:  September 30, 1991
                           Abstract Date:
                                 .;..' Final Permit
                              November, 17, 1988
                               EFFLUENT LIMITS  (FINAL)
C00041360:  Western Sugar Company
       Pollutants
Outfall
Ayg./Max. Limits* and Units,
Monitoring
Flow

TSS
BODS
Fecal Coliform
Tenperature
Total Ammonia (as N)
fOct. - April)
(May - Sept.)
Dissolved Oxyaen
pH
Nitrate
Nitrite
Copper (Total Recoverabl
Lead "
Nickel n
Zinc "
Iron "
Priority Pollutant Scan













001












=0


















3.45 MGD (ava. monthly)

30/457— ma/1 .
1358/— /2037 Ibs/d
4000/8000/ — #/100 ml
32 C (90 F) (daily max)

13.5 ma/1 (ava monthly)
0 "
monitor onlv
6.5 - 9.0
one time analysis ma/1
n n
n n
n n
n n
tt n
n n
n n


'

.






'
'
*ava. roonthly/ava. weekly/max, daily
ul/w instant.
or continuous
1/w arab
n n •.'-.'
i/ni -. " ---.*•-•
" in-situ

1/w arab
n .11
" in-situ •
" . arab" '
arab
n
.',:, ', n „ '-.
n
»
«
n
" "- .---








• •-






-------
CT0000515:  O.Z./Gedney Company located in Terryville, Connecticut, produces and
markets malleable  iron electrical fittings (SIC  3644, 3322, 3471) and is in the Metal
Finishing Category  (40, CFR  433).  The facility has five outfalls to the Pequabuck
River.  Outfall 001 consists of storm water runoff, 002 is the tumbling wastewater .from
the harperizers, 003 -isi the combined discharge of 003A (stormwater runoff) and ,003B
(non-contact cooling water), 004 is treated metal finishing wastewater, and 005 is the
combined discharge  of stormwater (0.05A) and cooling tower blowdown (005B).  Wastewater
is treated by chromiuro reduction, 'hydroxide precipitation, flocculation. and
coagulation.  Sludge is treated  by gravity thickening and pressure filtration.
Effluent limitations are based on BAT  effluent guidelines, and BPJ.  No biomonitoring.
requirements or BMPs are included  in the permit.  ;
Effective Date:  June 1, 1988
Expiration Date:  June 1, 1993
                                                Final Permit
                               Abstract Date:  April 7, 1989
                               EFFLUENT LIMITS  (FINAL)
CT0000515:  O.Z./Gedney Company  (Page 1 of  2)
       Pollutants
Outfall
Limits and Units
Monitoring

Flow
TSS
Total Oil and Grease
Temperature (Receiving
Flow
Temperature (Receiving
Iron
Ammonia
Phosphorus
BOD5
COD
Total Organic Carbon
Fluoride
TSS
DH
Temperature
Flow
TSS ,
Total Oil and Grease
pH
Flow
pH
Temperature (Receiving
Flow
Hexavalent Chromium
Total Chromium
Iron
Zinc
Ammonia
BODS
COD
Total Organic Carbon

o ,
-. 001
.
.
Stream)
: 002 *
Stream)
o .
.
. .


.
, -..
*

: 003
: 003A
.- . .
.
.
: 003B
. .' -
Stream)
: 004 *
- .
. .
.
. - •
.
.
.
.
'-• • ' '••
• ; . - - ' '
:reoort
. " -. ' . : -
. n ' •--•-. - . . ;
:85 F max. & no more than 4 F increase
:report
:85 F max. & no more than 4 F increase
: 3. 0/5.0 ma/1
:0. 86/1. 72 "
:monitor only

: "
: " ' • " ' • ' • •
: 20. 0/30.0 ma/1
:20. 0/30.0
rmonitor only
: 85 F max . & no more than 4 F increase
:monitor only

: "
:6.0 - 9.0
:monitor onlv
:6.0 - 9.0
: 85 F max . & no more than 4 F increase
: monitor only
:0.1/0.2 ma/1
si. 0/2.0 -" • •- '•
:3. 0/5.0 "
:1. 0/2.0 "
:0.86/1.72 "
rmonitor only
• • ' •
• ' ' ' t' t • - 1 -- - - - c\ -
•-' • - • • ,'• '-:<.• • 	 ' ',-—
'
1/Y instant.
11 qrab
n n
.
l/q total flow

" 24— hr comp
* ' "
n n
n n
n ' n
n n
n ,, •-. ;n - .
n n
" range
•- .- '-i- '. -
1/y instant.
"'-- grab
" •* '
n n
1/m total flow
-".•• range

1/d record
1/w grab •
" 24— hr comp
it n
n n
tt n
n n
it tt
tt tt ,

  *Max. Daily concentration shall not be exceeded by more than a factor of 1.5.

-------
CT0000515:   O.Z./Gsdney Company located  in Terryville, Connecticut,  produces  and
markets malleable iron electrical fittings (SIC 3644, 3322;  3471), and  is  in the Metal
Finishing Category (40 CFR 433).  The facility has five  outfalls  to  the Pequabuek
River.  Outfall 001 consists of stormwater runoff, 002 is  the tumbling wastewater from
the harperizers,  003  is the combined  discharge of 003A  (stormwater runoff) and 003B
 (non-contact cooling  water), 004 is treated metal finishing  wastewater, and 005 is the
combined discharge of stormwater (005A)  and cooling tower  blowdown (005B).  Wastewater
is treated by chromium reduction, hydroxide precipitation, flocculation.  and      :  ;
coagulation,.  Sludge  is treated by gravity thickening and  pressure filtration.-.
Effluent limitations  are based  on BAT effluent guidelines, and BPJ.  No biomonitoring
requirements or BMPs  are included in  the permit.           ;
Effective Date:  June  1,  1988
Expiration Date:  June 1, 1993
Abstract Date:
 Final Permit
April 7, 1989
                               EFFLUENT, LIMITS  (FINAL)

CT0000515:  O.Z./Gedney Company  (Page 2 of 2)

       Pollutants         Outfall

Fluoride
Temperature
pH
TSS
Total Oil and Grease
Total Toxic Organ ics
Temperature
Flow
pH
TSS
Total Oil and Grease
Flow
Free Residual Chlorine
pH
Temperature (Receiving St
TSS




004 :20. 0/30.0 ma/1 .
:85 F max. & no more than 4
:6.0 - 9.5
:20. 0/30.0 ma/1
:10.0/ — . " .
:— /0.15 . - **
005 :85 F max. & no more than 4
005A :monitor only ' . •
:6.0 - 9.0
:monitor only
• - **
005B *: .. "
:0.2/0.5 ma/1
:6.0 - 9.0
ream) :monitor onlv •.
:30. 0/60.0 ma/1
.

:l/w
F- increase :
1 1/W
: "
. "
i " ,'
F increase:
:l/y
: "
."
. n
:l/y
. n
; "
: "
.- :- -r •" ,


24— hr comp

range. '
24-hr comp
grab
- "'. .. ".

instant.
grab
it
.it • ' ' .'
total flow
range
•' " ' •' . '
• n :. '
24-hr comp

: . - -• ' • " : :•"••••-.••-'
. , . • - . , , • .....
• .•'•.- ."...'•./
*Max. Dailv concentration shall not be exceeded bv more than
**In lieu of sanpltog, a statment certifying compliance with
Plan mav be included in each monthly report.
a factor of 1,.
5. • •
the Solvent Management



-------
CT0001007J  Robertshaw Controls Company in Milford, Ctonnecticait, Is a light-metals
working industry which manufactures air Ganditioniiig and refrigeration controls as
well as a line of  bellows controls and associated devices  (SIC 3822,  3769,  and 3599).
Processes include cleaning and pickling, electroplating and cheinical surf ace treatment
operations.  There are two outfalls from the facility to Great Marsh  Creek.  Outfall
001A consists of 70,000 gpd process wastewater from plating, and'bellow and tube
cleaning, and Outfall 001B consists of  206,000 gpd noncontact cooling water.  Process
wastewater treatment includes acid and  alkali equalization, chromium  reduction,
neutralization, chemical  precipitation, coagulation, and flocculation.  Sludge
treatment is on drying beds.  The facility is in the Metal Finishing Category
(40 CFR 433),  but effluent limitations in the permit are based on Connecticut General
Statutes  (Section 22a-436) and are more stringent than effluent guidelines in this
category.  Tempera-bore limits are based on the Connecticut water quality standards.  A
BMP Plan  and biomonitoring requirements are not included in 'die permit.
Effective Date:  April 17, 1985
Eviration Date:  April 17, 1990
                                                          Abstract Date:
Final Permit
June 1, 1985
                      .      ;  EFFLUENT LIMITS (FINKL)

CT0001007:  Robertshaw Controls Company

       Pollutants         Outfall      Avg. /Max, Limits and Units
                                                                          Monitoring

Flow . .
Aluminum . , ,
Chrdtnium, Total
Chromium, Hexavalent
Copper ;.,...
Iron . - , ..,'.-. .
Nickel •'-,.,-. ..';;:,
Tin ,.'.-'' , ,..-,-;
Zinc , ,
TSS
TTO
Temperature
Cyanide, Total
Tetrachloroethylene
pH
Flow
Temperature .-..,< . .
PH • ..-: -•-,;• " . . - •
.
-


? ^ . , ' .... -.* -* ^.
•-' . . ',. ; ': ;. : -' •• —
1'
. .
:'-..' : - , ... •:•' i' '• , - . • ': - ' ' ' -.
001A :report :
:1. 0/2.0 mq/1
ii, 0/2.0
10.1/0,2 •:.".-,-•
-•si .0/2.0 "
sl..O/2.-0 " •..:•:.
:1. 0/2.0 .„• "
. :1. 0/2.0 "
:1. 0/2.0
:20/30 "
• ——/I 49 it
.;-,-, ' • / X • "I £• > . . . :• . -
,:• — /85 F in receiving stream
: ; :report ...... ... ; • '..
' :.' "• ,. .'.-. ' -... ''----
:6.0 - 9.0
001B :report , ,...-;.
:~/85 F in receiving stream
:6.0 - 9.0 • •,:..; :
- ,:-:- ' • . . -'/-:.'•• •• '•
: . - •'.'.' ••:."...- f. '.
..•"'.. : ,. '.•••.'-.•.•.'. ••'-.-...
• '•••' ' , .-• - . - -'--• - -' ^ , "":•: ' -
- ' .-'•.•••:. • . . " . • ,..-.'- "''.' - -. ••• ,'; -. "•• ••
•r' -;;-r :'-•/ ;:,. ;. •,. ' / •; ;,;. •., -•';.; ' . , ; , -.:.;. .-
!'-*''' . . - -'- ' '•' . . '• ''•,-'•.,: ''. t •"
" •..-,, - - . ;. • , - ;- ." • : . , .- - *:-:--

1/w
•.".,. comp(;;
11 "
i, ii .
•".'.• , " -.•/'.'.
.""•'• -.-. •••;'"••-•:'.-:

" " .:•'.•
"..'..'-•"
M , II.
.11 II
II II
. .=
II II
1/m
1/w "
1/m
" grab
II II






• ,' ". '•' '"• j'"'1-, '.\ "--'• ' •'

-------
CT0001457:  The Whycq Chromium Company, Inc., in Thomaston,  is  a job  shop metal*
finisher which offers its customers metal preparation and electroplating services (SIC
3471) / using such common metals as chromium, cadmium, copper, nickel, and; zinc.   This
facility is in the Metal Finishing Category  (40 CFR 433).  Outfall  001 discharges
0.1224 GPD of non-contact cooling water and Outfall 002 discharges 0.195 MOD  of,
treated metal finishing wastewater.  Both outfalls discharge to the Naugatuck River.
Wastewater treatment consists of chemical oxidation, chemical reduction,
neutralization, coagulation, and diatomaceous earth filtration.  Effluent limitations
are based on the Connecticut General Statutes, the effluent guidelines,  and BPJ.
There are no biomonitoring requirements or BMPs in the permit.  ••-,"'  -      ,   iv*
Effective Date:  February 3, 1986
Expiration Date:  February 3, 1991
Abstract Date:
• Final Permit
April 7,; 1-989
                               EFFLUENT LIMITS (FINAL)
CT0001457:  Whyco Chromium Company, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                 Monitoring
. . ;
Flow
Temperature (Receiving
pH
Flow
Cadmium
Hexavalent Chromium
Tot^aJ Chromium
Cobalt
Copper
Iron
Lead
Nickel
Tin
Zinc
: 001
Stream)
.
: 002
.
.
.
.
.-
. • '
.
.
*
.
Cyanide (Amenable to chlorine)
Fluoride (Free)
TSS
Total Toxic Oraanics
pH
Antimony
Ammonia
BODS
Methylene Chloride
.
.
.
.
. '
.
.
.
Total Residual Chlorine :
Free Residual Chlorine.
Cyanide (Total)
Fluoride H
Phenols




*


.


.

*Max. Daily concentration shal
**In lieu of sampling.
Plan may be included
: report
:85 F max. & no more than 4 F
:6.0 - 9.0
* :report
:0. 10/0. 20 ma/1
:0. 10/0. 20 "•
:1. 0/2.0 "
:2. 0/4.0 "
si. 0/2.0 "
:3. 0/5.0 " "
:0.1/0.2 "
si. 0/2.0 "
:2. 0/4.0 >" " ' "
si. 0/2.0 "
:0.1/0.2 ' . " '
:20.0/30.0 " ' "'"•
:20. 0/30.0 «
:— /0.25 " **
:6.0 - 9.5
:monitor onlv
. n

n - .. ^.. ...........
» n
n i ;' ' '- ' . - -•
II . ' , • • • ' • .---.••,
. ' • -
II •
. ~ " " " . " r " "" 	


.
.1 not be exceeded bv more than
a statement certifying compliance with
in each
monthly report.
:l/m
increase : "
. "
:l/w
: "
. n
:••-" i
il/m
sl/w
: "
: "
•--" • ' . n
:l/m
:;l/w
. n
1 . •-
• -..- - •-• . • .' -n"
.'-'; ' :l/m
:l/w '
il/q.
:l/w
• .' - - -;••• n •
' ";"' :l/^n"
" " .• , 	 ."" "" .
. n
:l/w
	 ." « '"
:l/m


..

a factor of L,
total flow
grab
n , ,
total flow
24-hr comp
11
n
II
n
n
: •:".- :^'.'-
- n
- •' ; . " /: "...••••.
" "•-•. !|-. ,/ ,,/
' n .••'•,"*
it ' :
n
•';;•• n •-
ranae
24-hr comp
n - •
* ".'. ":• •..,'•.., -
.. ..... n ^
: ;,••; "-. •-, -.
ranae
24-hr comp

n


" ' " : ""

5.
the Solvent" Mcjnagement"'
: '•"" ' 	 • ' '"


-------
CT0001708:  General Electric Company, located in Plainville, Ctoamecftiait, manufactures
circuit protective devices including switches, load centers, and circuit breakers (SIC
3613).   The facility is in the Metal Finishing Category (40 CFR 433);  manufacturing
operations include metal-working, compression and injection molding, electroplating,
painting, and assembly.   The facility has one outfall discharging to Trout Brook (002)
and two outfalls discharging to Qoinnipiac River (001, 003).  Outfall 001 consists of
metal finishing wastewaters (35,600 gpd); 002 consists of ndncontact cooling water
.(387,000 ,gpd);  003 is a combined discharge of treated groundwater  (003A-288,000 gpd)
and cooling water (003B - 121,000 gpd).   Process  wastewaters from Outfall 001 receive
chrome  reduction, cyanide oxidation, neutralization, and settling (five lagoons in
series) as treatment.  Drying beds are used to treat sludge.   Effluent limitations are
based on Connecticut General Statutes (22a-430),  BPJ, and metal finishing guidelines',
except  for temperature, which is based on Water Quality Standards.   Die permit was   ',
modified for a reduction in flow of process wastewater changes in allowable
concentrations to reflect new guideline  limits, an increase in cooling water flow, and
elimination of two  Quinnipiac River monitoring sites.  No BMP or biomonitoring
requirements are included in the permit.  All metal, finishing wastewater generating
operations will  cease on  or before December 31, 1986, thus terminating discharge from
Outfall 001.
Effective Date:  June 7, 1985
Expiration Date:  June 7, 1990
               Abstract Date:
                               EFFLUENT LIMITS (FINftL)
CT0001708:  General Electric Company
       Pollutants         Outfall
Avg./Max. Limits and Units
    Final Permit
January 15, 1986
    Monitoring
Flow
TSS
Aluminum -
Chromium, Total
Copper ,
Iron "
Chromium, Hexavalent
Silver ;
Tin
Zinc
Cyanide, Amenable
TTO*
PH
Total & Free Residual ChJ
Methylene Chloride
Chloroform
Phenols
Cyanidej Total
Flow; •
pH
Temperature
pH
Temperature
Flow
Total Volatile Organics
Flow
pH
Temperature
001 :report :
:20/30 mg/1
:2. 0/4.0
:1. 0/2.0 "
tl.0/2.0'
:2. 0/4,0 "
-.0.1/0.2 "
:0.1/0.43 .".
:2. 0/4.0
:'l. 0/2.0. " ,
:0.1/0.2 "
:— /2.0
:6.0 - 9.5
Lorine :report
• • : " ,....'•
» n
'•-"•:; ..'>.' .
.11
002 :" ;
:6.0 - 9.5 ••: ; .
: — /85 F, or > than 4 F above ambient.
003* :6.0 - 9.5
: — /85 F, or > than 4 F above ambient.
003A :report
:100 ppb
003B :report -. . • . ,
: " ' - ••...-.'..•• . - ' • •
: " . >•..-'.. .'" -
1/w
24 hr comp
1 II
1 it
• t \ . "
t ll
1 II
l
.11
1 It
l n
1 It v
1/m
1/w
range
ll ll
1/m
24 hr comp
It ll
ii ' **
1/w

1/q
..- grab
It •"••-" ll



1/m
grab

1/q
grab
n ii
  *In lieu of analyzing for TTO, monthly reports may include a statement certifying
   compliance with a solvent management  plan under 40 CFR 433.12.
 **Combined discharge

-------
CT0002101:  William Prym,  Inc.. located in Dayville, is a leading manufacturer of
fabric  fasteners,  including  various pins, needles,  snaps, and ,hooks  (SIC  3469,  3471).
This facility is in the Metal Finishing Category (40 CFR 433) and discharges 0.173 MOD
of metal finishing wastewater (Outfall 001), boiler blowdown (Outfall 002), and 0.06
MOD of  non-contact cooling water  (Outfall 003) to Five Mile River.  Wastewater
treatment consists of neutralization,  flocculation.  clarification and a filter press^
Effluent limitations are based on State water quality standards. Connecticut General
Statutes, and effluent guidelines.  The permittee is required to evaluate the toxicity
of the  wastewater treatment  system effluent on the  receiving stream.  The permit does
not contain biomonitoring requirements or BMPs.                            >
Effective Date:  May 8, 1987
Expiration Date:  January 17, 1991
                 Abstract Date:
  Final Permit
April 10, 1989
                               EFFLUENT LIMITS (FINAL)
CT0002101:  William Prym, Inc.

       Pollutants         Outfall
Ava.Alax. Limits and Units
  Monitoring
Flow
Tin
Copper
Iron
Nickel
Zinc
TSS
Total Toxic Oraanics
pH
Flow
Temperature (Receiving St
pH
Flow
^temperature (Receiving Si
pH



001 * :report
:2. 0/4.0 ma/1
si. 0/2.0 "
:3. 0/5.0 "
il. 0/2.0 "
si. 0/2.0 "
:20. 0/30.0 "
:0. 50/1.0 " **
:6.0 - 9.0
002 rmonitor onlv
.ream) :85 F max. & no more than 4 F increase
:6.0 - 9.0
003 :monitor only
..ream) :85 F max. & no more than 4 F increase
:6.0 - 9.0
• -f '-'.,,-
• ' .-'•'.--•.
-,-'". ' :'
: : -• ••• • ' •- . '
•1/W
n
n
ii
n
n
n
total •"flow
24-hr comp
n "• •
n
n
n
it
1/m '" : "
1/w
1/y
n
range
instant.
arab
n - ' n
n
n
instant. ;
arab
ii , n

. • .. - -.^ ,


r*Max. Daily concentration shall not be exceeded by more than a factor of 1.5.
**In lieu of sampling, a statement certifying compliance with the Solvent Management
  Plan mav be included in each monthly report.	   •                  •'   '.'~	. >-

-------
OT0002437:  Wallace Silversmiths, Incorporated, in Wallingsford,Connecticut,
manufactures flatware and hblloware silver products  (SIC 3914). The facility has two
discharges, both consisting of metal finishing wastewater, to  the Quinnipiac River.
Outfall 001 consists of 6,000 gpd process waste from copper plating, silver plating,
and cyanide stripping operations and treatment is by cyanide destruction;
neutralization, and sedimentation..  Outfall 002 consists of 36,000 gpd acid and alkali
cleaning solution treated by neutralization before discharge.   The facility is in the
Metal Finishing Category  (40 GFR 433),  but effluent limitations in the permit are
based on Connecticut General Statutes (Section 22a-436)  except  the maximum daily zinc
limit which is based  on BRT effluent guidelines.  In accordance with 40 CFR 433.12, in
lieu of analyzing for total toxic organics, each' monthly report may include a
statement certifying compliance with a Solvent Management Plan.  There is ho
requirement for biomonitoring or  a  BMP Plan included in the permit.
Effective Dates  March 27, 1985
Expiration Date:  March  27, 1990
                                                          Abstract Date:
Final Permit
June 5, 1985
                               EFFLUENT LIMITS (FINAL)

CT0002437:  Wallace Silversmiths, Incorporated

       Pollutants         Outfall      Avg./Max.  Limits and Units
                                                                          Monitoring

Flow
Copper
Cyanide, Amenable
Cyanide, Total
Silver
Zinc
TSS
TTO* ,
pH
Flow
Copper ;
Cyanide, Amenable
Cyanide, Total
Silver
Zinc
TSS* ,
PH





• .*.-.''•' • • . ' . • • .'.
001 :report
:1. 0/3.0 mg/1
: 0.1/0.. 5 '
:1. 0/3.0 '
:0.1/0.5
:1.0/2.61 '
: 20/30 •
:0.1/0.2
:6.0 - 9.0
:report ' ^
:1. 0/3.0 mcf/1
:1.0/0.5 "
:1. 0/3.0 "
:0.1/0.5
: 1.0/2. 61 "
:0.1/0.2 "
:6.0 - 9.0
.."':'.".;••;.• •• .'•••• ..•••'-.'-"
'. * -••.-''
: •• . - •-''.' .-.'•'"•
"• . . : - - - . ' •
• - 0 . r ' •

1/w
" grab
ii 11
ii n
II II
H n _
- II II ;
II - - r II
II H
ii ".;..- .-.
11 camp :
n n
ti n
H H
ii ii
H n
ii : ii


-

•
•
*In lieu of analyzing for TIQ, each monthly report may include a statement certifying
 compliance with a solvent management plan in accordance with 40 CFR 433.12.

-------
CT0003671s  Waterbury Buckle Company/ located in Waterbury, Connecticut,  manufactures
buckles, fasteners, and miscellaneous hardware (SIC 3429) in the Metal Finislbdnq
Category (40 CER 433).  There is a single discharge of metal  finishing wastewater from
the facility to Mad River.  Outfall 001 is composed of cyanide plating wastes (96,000
gpd), combined oxidized  and acid plating waste (288,000  gpd),  and sludge (14,400 gpd)
Wastewater treatment consists  of oxidation, flocculation combined .with neutralization,
and settling; sludge is treated by pressure filtration, followed by shipment to Canada
for incineration.  Effluent limitations in the permit are based on Connecticut General
Statutes (Section 22a-430), BPJ, and effluent guidelines.  In lieu of monitoring for
total toxic organics, the facility may submit a monthly statement certifying       ,. ;.,
compliance with a Solvent Management Plan in accordance with 40 CFR 433.12.
Requirements for biomonitoring are not included in the permit.                   ,     ,
Effective Date:  May 17, 1985
Expiration Date:  May 17, 1990
                           Abstract Date:
                                   Final Permit
                              February 26,  1986
                               EFFLUENT LIMITS (FINAL)
CT0003671:  Waterbury Buckle Company
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
BOD-5
Copper
Nickel
Zinc
Cyanide
Total Chlorine Residual
TOO*
TSS
Fluoride
m











001





















report
"
1.0/2.0 mg/1
1.0/2.0
1.0/2.0
0.1/0.2
3.0/5.0
— /0.75 .
20/30
20/30
6.0-9.5
_
.
-
.
.
.





•
-
. .
composite
1/m 24 hr ccxap
1/w
II , It ,
II II
• II ll
1/m range
" 24 hr carp
1/w
M n
" range
r • ' '' . ' '










 *In lieu of analyzing for TTO,  each monthly report may include a statement
                        with a solvent management plan in accordance with
 l^TCER 433.12.            	  '	..• .   ..•

-------
DE0000051:  DuPont de Nemours and Company, Edge Moor Pigment Plant, of Edge Moor,
Delaware, is in the  Inorganic Chemicals Category (40 CFR 415, Subpart V)> and
discharges to the Delaware River.  The facility manufactures  titanium dioxide
pigments  (SIC 2816) by the chloride process in which benefaction of raw ilmenite ore
and chlorination are combined in the same step.  Ferrous chloride is a by-product of
the process and is converted to ferric chloride (SIC 2819)  which is  marketed as a
water treatment chemical.  Outfall  001 consists of 6.29 mgd process  wastewater and
cooling water treated by flocculation, sedimentation/ and neutralization.  Sludge
disposal  is by landfilling.  Outfalls 002 (2.97 mgd) and 003 (1.56 mgd) consist of
untreated npncontact cooling water and uncontaminated stormwater runoff.  At Outfall
001, concentration limits are based on the following (equivalent mass limits based on
8.5 mgd flow):   nickel and maximum dally chromium - BPT^BAT effluent guidelines;    '
average BOD and average lead - DRBC regulations? maximum BOD is 1.5 times the average'
limit, maximum lead is 2.0 times the average limit based on BPJ; and average chromium
- state standards.  The limit on average daily iron is a gross  limit calculation on a
net addition of 2.0  rag/1- (state standards) over the intake iron concentration and the
maximum limit is  based on past performance data.  Die maximum temperature limit is
higher than DRBC regulations but is taken from the previous permit limits which were
accepted  after negotiations with the Delaware Department of Natural Resources and
Environmental Control  (DNREC) and concurrence of  DRBC.  At Outfalls 002 and 003,
concentration limits were set using the intake water quality allowing no addition of
pollutants, and temperature limits are based oh DRBC regulations. There is no BMP
Plan or biomonitoring required in the permit.  The company is required to be in  ,
compliance with pH limits  for 99% of the  time during-any calendar month.  Individual
excursions are limited to one hour for Outfalls 002 and 003 and. by limits on acidity
and alkalinity for 001.     ,   ,,.,,„     ..;..-...,. "..  , . ^ ,  .„_%..-,,   „  „  .   .  .,   _ , ,
Effective Dates  February 15, 1984
Expiration Dates  February 14, 1989
                                         Abstract Dates
                                                Final Permit
                                           February 27,  1985
                               EFFLUENT LIMITS (FINRL)
DE0000051!
 DuPont de Nemours and Company,,
.Edge Moor Pigment Plant
       Pollutants
Outfall .     Avg./Max. Limits and Units
                                                              Monitoring

Flow . . , .
TSS ,. W. .-.„-,;
BOD-5 ... -
Lead ....;.
Iron '..,..
Chromium, Total
Nickel :. ,
Temperature
pH
Flow
TSS ,
BOD-5
Temperature.
PH
Flow
.
. -, S . . . .
001 s8.5/~ mgd
s 644/1448 kq/d
s 644/967 ".,...,/
$3/6
. ..' s 113/258
s5/32
$9/19
$W49* G ....-'
s6.0 - 9.0 	
002 si/-- . 	 mgd*.*
002&003 s 200/275* mg/1
. $17/25* .,......!?
. .: s-r-/43* C .... ,
$6,0 - 9.0
003 .' s3/— mgd
• - • •- -- - - -. -. , - -. nf "• • ' • . r .
...... .-». ...,,' . /-, ; -...,.>,!
• - ,- ." „.'--," -. ....
; 20/45* , mg/1
: 20/30*
,0.1/0.2* "
3.5/8.0* "
,0.15/1.0* "
0.29/0,6* "
t

<.. „-,'.- "... M /• . ,- ---. rt
. , • . ..-•_.., '.;: .,

.. j.,,,,1, . . . « - , • • . '- » - ,
* ,f
, ;' ».•'•• •':•'.'
. .. .. ..... 	 	 . -,.•. .:. . -, -.
.
continuous
2/w 24 hr comp
" .-. '
1/m '
2/w
1/m ' ,
H i
continuous

H
3/y 24 hr comp
It II
cxantinuous
H • . •
/•-; .'. "

 *Maximum ihstahtaneous .limits
**This limit is lifted if it is raining during or 24 hours prior to sampling

-------
PL0001040:  Union gamp. Corporation, located in Jacksonville, is engaged in the
fractional distillation of crude sulfate turpentine into principal constituents and
conversion of these into various terpene and aromatic chemicals  (SIC 2861/2869, and
2899).   The facility is in the Organic Chemicals. Plastics, and Synthetic Fiber
Category  (40 CPR 414).  A total discharge consisting of non-contact cooling water,
cooling tower and boiler blowdown, deionization reject brine water and stormwater
runoff is discharged  to Little Six Mile Creek.  The deionization water (2000 gpd) is
mixed with more than 3.5 MGD of  cooling water.  Due to the large dilution, no
treatment is performed.  The effluent limitations are State Certification Requirements
applied to the cooling water, blowdown  and other non-process wastewaters*  Monitoring
for COD and TOG is required  to indicate contamination by the manufacturing process.  A
Reopener clause is in the permit, as is a BMP,  however no compliance schedule is
included for the BMP.                                              •         ,
Effective Date:  June 30, 1988
Expiration Date:  June 30, 1993
     . ' .. •  r       :   Final Permit
Abstract Date: -November' 11, 1988
                               EFFLUENT LIMITS  (FINAL)        .

FL0001040:  Union Camp Corporation

       Pollutants         Outfall      Ava./Max. Limits and Units
                     Monitoring
plow
Tenperature
Chromium* (Total)
Zinc "
Iron "
Chlorine Residual "
TOC
COD
pH



















001 :monitor onlv
: 35/38 C (95/100 F)
:— /l.O ma/1
:— /0.03 "
:— /l.O "
:— /0.01 " -
rReport
• "
; • - .
:6.0 - 8.5
• .,.-.•,••"•'•
• • - .
•
• -L
•
•
• ' " - - -
•
•
• -
• '
• ' . .
» *
k • .
i • '
: : ': ' ' • '-.. •".-"-"-- ;
> • J
j *
: :
rcontinuous
...... n
:l/m •.<- arab *.*
. " " **
. " "
- . i) n **
:.-"• comD
. . n "
: " arab
• " : • • .-
, •
• • - • - . ' • -
«S * *'•'"' " "-1 •
• -
. ' •
• •. . . • T- v. \.'-;:,-..-^ •--•
- J •' ' . '" • ' " s • ' '
.' i> ' "•-•- ,-' .
"""'"';-""" 	 "" '- :"""" ' : '••' •"•:"-••'
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, ' ' - • ' •
..':.'-
•
', - •
t - •-'"," .
:
- :•. .-• ; • .
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• — •
  *Total chromium shall not exceed 0.05 mg/1 after reasonable mixing in the receiving
   water.
 **Monitoring required when they are present as a result Of chemical additions bv the
   facilitv.             '     	'	        	':  '/••-.•  - .•,    ••; •  ••-• :	_ -••• ••• :•-•

-------
 PL0002488:  Monsanto Textiles Company of Gonzales,  Florida,  (Pensacola area) is" in  the
 Organic Chemicals;, Plastics  and Synthetics ? Category (40 CFR  414) and produces nylon
 fibers and resins, intermediates used  to produce those fibers  and  resins, other
 organic chemicals, and thermoplastic elastomers (SIC Codes 2824, 2869,  2865, and
 2873)*   Theres are four outfalls:  Outfall OOl(21.6 MGD) consists1 of neutralized
 process streams from spund-bonded facility, non-contact cooling waters,  river intake
 water, condensate, ion exchange regeneration wastewater, firewater losses and storm
 runoff; Outfall 002 (1.2 MGD) is non-contact cooling water, condensate, storm water
 runoff, and fire water losses;  Outfall 003  (0.00096 MGD)  consists of stormwater
 discharge from within diked area around Day Fuel Oil Storage Tank; and  Outfall,004
 (0.0032 MGD) discharges stormwater from within  diked areas around  bulk  fuel oil
 storage tanks.  The discharges  enter the Escambia River,  a Class III water suitable
 for recreation and the management and  propagation of fish  and  wildlife.  Treatment  of
 Outfall 001 consists of neutralization .and Outfall 002 is discharged directly, without
 treatment.  The effluent from outfalls 003 and 004 undergoes: an^unspecified bil and
 grease removal before being discharged.  Effluent limitations  for  003 and 004 apply to
 the effluent from oil-water separators.   However,, t-he'-'riiRhhargg from diked areas shall
 not be,subject to monitoring and effluent limitations if:  (1) the dike drainage does
 not go to an oil-water  separator;  (2)  the facility has a valid SPCC Plan (40 CFR 112);
 and (3) BMP's consisting of a portable  oil skimmer (or similar device)  or absorbent
.material to remove oil and grease (as  indicated by the absence of  a sheen) are used
 immediately prior to discharge.   The basis for limitations  are Escambia Bay water
 quality studies and negotiations between  EPA Region 4 personnel and Monsanto
 personnel.   Mass limits are taken from previous  permits and from a wasteload
 allocation by the Florida Dept.  of Environmental Regulation.   Net discharge loadings
 for BOD5,  total nitrogen,  and total  phosphorus are to be  determined by gathering
 analytical data for each parameter from  (1) the river intake, after any treatment,  (2)
 the final  effluent from Outfall  OOl  before mixing with the receiving stream, and (3)
 the final  effluent from. Outfall 002.  No biomonitoring  requirements exist, however,
 there is a reopener clause.                                 V   .-",,
 Effective Date::  September 30, 1988
 Expiration Date:  . October 31,'-1993 ,
                                                     •   ••.•'•.-"•/"-"•.'-..   -,••     FinjSLl Permit
                                                     Abstract Date:  November 11,  1988
       .;'           :•'''.•-..'•  ••';  EFFLUENT LIMITS (FINAL)  ,;        ;

 FL0002488,:   Monsanto Textiles Co.        ,            ,  .   v

        Pollutants          Outfall       Avg./Max.  Limits*and Units
                                                                          Monitoring
 Flow
                        ;001. 002:monitor only
                                                                        : continuous
Temperature
                                  :37 C (max) '
                                      ;3/w   grab
 BOD-5
                 (net)
:454/1361 kg/d
(1000/3000 Ib/d)
                                                                             24 hr comp
Total Phosphorus
                                  : 20/61
                   (45/135
Total Nitrogen
                                 ;227/680
                   (500/1500
                                  :6.0-9.0
                                                                        {continuous
Chlorine Residual  (Total)
                                 >;~-/0.2   mg/1   (interim)
                                    -/0.04
                                                  VJJ1UCJ.4^U/         •     I
                                                 (final - 2 years after  ;
                                       1/w   grab
                                                  effective date)
FJlOW
                        ;003.004 ;report
                                      ;l/m estimate
Oil and Grease**
                                 ;5.0  mg/1
                                             grab
   *Net daily average/Net  daily maximum
  **
   See discussion  in abstract  regarding BMP's

-------
PL0002593: . American Cyanamid Company - Fiber Division, located in Milton,
manufactures synthetic acrylic fibers (SIC 2824) from monomeric acrylonitrile  and
methyl methacrylate.  This facility is in the Organic Chemicals, Plastics and
Synthetic Fiber, Category (40 CFR 414).  Outfall  001,discharges  approximately 1.59 .MGD
of process wastewater, utilities generation, sanitary water, service water,  landfill  ,
leachate, and surface storm water to Upper Escambia Bay.   The wastewater treatment
system consists of an unspecified number  of aerated lagoons for biological treatment
and spray irrigation.  Effluent limitations for BOD5,  TSS,  Total Nitrogen, Ortho-,
phosphate and Cyanide were taken directly from the state permit for this! facility;
temperature limitations are based on  the  Florida Administrative Code(FAC); pH  is based
on FDER regulations, FAC and 40 CFR 401.17.   Monitoring requirements for fecal
coliform were incorporated from the state permit and ensure compliance with  State
Water Quality Standards beyond the mixing zone.  The limitations for organic compounds
and heavy metals were derived using the effluent guidelines from the Organic
Chemicals, Plastics, and Synthetic Fibers Point Source Category.  Quarterly  acute 96-
hour static renewal toxicity tests are to be conducted,  using the mysid shrimp,
Hysidopsis b'ahia, and the fathead minnow, Pimephales promelas.  Survival of  less than
50% of the test organisms in 100%  effluent constitutes  a permit violation.  A BMP must
submitted within six months, and  is to be implemented as soon as possible, but no
later than 18 months after the effective  date of the permit.                    ;
Effective Date:
Expiration Date:
November 1,
October 31,
1988
1993
Abstract Date:
     Final Permit
November 10, 1988
                               EFFLUENT LIMITS (FINAL)
FL0002593:  American Cyanamid Co., Fiber Division (Page 1 of 2)

       Pollutants         Outfall      Ava./Max. Limits*and Units
                                                        Monitoring
'low
?einperature
30D-5
"SS
Total Nitroaen as N
?otal Cyanide
)rtho-phosphate as P
>H
'ecal Coliform
toenaphthene
^rylonitrile
Jenzene
Carbon Tetrachloride
'hlorobenzene
L ,2 ,4-Trichlorobenzene
Texachlorobenzene
L , 2-Dichloroethane
L , 1 , 1-Tr ichloroethane
lexachloroethane
L T 1-Dichloroethane
L » 1 , 2-Tr ichloroethane
^hloroethane
Chloroform
'-Chlorophenol
L ,2-Dichlorobenzene
L , 3-Dichlorobenzene
, r 4-Dic ilorobenzene
L , 1-Dichloroethylene
: 001






.








.
.
•
•
•




.
.
•
Lr2-tran5-Dichloroethylene 	
: monitor only
:35 C (max)
: 57/114 ka/d
: 114/227 "
: 205/318 "
:0. 18/0. 34 "
:6.8/13.6 "
:6.0 - 9.0
:monitor only
:0.10/0.28 k
: 0.45/1. 13
: 0.17/0. 63
:0. 08/0. 18
:0. 07/0. 13
:0. 32/0. 65 "
:0. 07/0. 13
:0. 32/0. 98
:0. 10/0. 25
:0. 10/0. 25
:0. 10/0. 28
:0. 10/0. 25
: 0.49/1. 25
•0.10/0.21
: 0.14/0. 46
:0. 36/0. 76
:0. 14/0. 21
:0. 07/0. 13
:0. 07/0. 12
:0. 10/0. 25
: continuous



(125/250 Ib/d)




(250/500 "
(450/700 "
(0.4/0.75 "
(15/30
)
)
)
)
. "

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: continuous '

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n
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it
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It
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(0.23/0.61
(0.99/2.48
(0.38/1.40
(0.18/0.39
(0.15/0.29
(0.70/1.44
(0.15/0.29
(0.70/2.17
(0.22/0.55
(0.22/0.55
(0.23/0.61
(0.22/0.55
(1.07/2.75
(0.22/0.47
(0.32/1.01
(0.79/1.67
(0.32/0.45
(0.15/0.29
(0.16/0.26
(0.22/0.55

Ib/d)
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-------
                  :             EFFLUEOT LIMITS  (FINAL,)
FL0002593:  American Cyanamid Co., Fiber Division  (Page 2 of 2)
       Pollutants         Outfall      Ava./Max. Limits*and Units
• Monitoring
-'-''. ' : - ** .- ' ' * " ' ' '" .--->---''' - * ' '• ' • . - ' , •
2 t 4— Dichlorophenol
1 , 2-Dichlor opropane
1 , 3-Dichloropropylene
2 , 4-Dimethylphenol -
2 , 4-Dinitrotoluene
2 -, 6-Dini trotoluene
Ethvlbenzene
Fluoranthene •
bis (2-Chloroisopropyl)
Methylene Chloride
Methyl Chloride
Hexachlorobutadiene
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
2 , 4-Dinitrophenol
4i6-Dinitro-o-Cresol
Phenol
.••:••• 001
o

___ *

a

-:L.. S
Ether
s

s



o
.


bis- (2-Ethvlhexvl) Phthalate
Di-n-Butyl Phthalate
Diethyl Phthalate
Dimethyl Phthalate
Benzo (a) Anthracene
Benzo ( a ) Pvr ene
3 , 4-Benzof luoranthene
Benzo ( k ) Fluoranthene
Chrysene
Acenaphthylene
Anthracene
Fluorene
Phenanthrene
Pyrene
Tetrachlor oethylene
Toluene
Trichlor oethylene
Vinyl Chloride
Total Chromium
Total Copper
Total Lead
Total Nickel
Total Zinc
Acute Toxicity





* Dailv averaae/Daily
f>
fl



o
n

*
0
n
*


€1
*
€1

, • . •'



•
*







Maximum
:0. 18/0. 52
: 0.71/1. 07
: 0.14/0. 21
:0. 08/0. 17
:0. 53/1. 33
:1. 19/2. 99
:0.15/0.50
:0. 12/0. 32
:1. 40/3. 53
:0. 19/0. 42
:0. 40/0. 89
:0. 09/0. 23
:0.10/0.28
:0. 13/0. 32
:0. 19/0. 32
:0. 34/0. 58
: 0.33/0. 57
:0. 36/1. 29
: 0.07/0. 12
: 0.48/1. 30
:0. 13/0. 27
:0. 38/0. 95
:0. 09/0. 22
:0. 10/0. 28
: 0.11/0. 2 8
:0. 11/0.28
: 0.10/0. 2 8
:0. 10/0. 28
:0. 10/0.28
:0. 10/0. 28
:0. 10/0. 28
: 0.10/0. 28
:0. 12/0. 31
:0. 10/0. 26
:0. 12/0. 37
:0. 10/0. 25
:0. 49/1. 25
:Report
- » ."
• ' "
"
• "
: Mortality <
: 96-hr usina
: minnows




ma/1
•n
n
n
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n
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n
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n
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50% in
mysid




•
(0.40/1.15
(1.57/2.36
(0.30/0.45-
(0.18/0.37
(1.16/2.93
(2.62/6.58
(0.33/1.11
(0.26/0.70
(3.09/7.77
(0.41/0.91
(0.88/1.95
(0.21/0.50
(0.23/0.61
(0.28/0.70
(0.42/0.71
(0.74/1.27
(0.73/1.26
(0.80/2.84
(0.15/0.27
(1.06/2.86
(0.28/0.59
(0,83/2.08
(0.20/0.48
(0.23/0.61:
(0.24/0.63
(0.24/0.63
(0.23/0.61
(0.23/0.61
(0.23/0.61
(0.23/0.61
(0.23/0.61
(0.23/0.61
(0.26/0.69
(0.23/0.57
(0.27/0.82
(0.22/0.55
(1.07/2.75





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100% effluent
shrimp & fathead










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-------
FL0002771:  Cleaners Hanger Company, in Jacksonville, draws, cuts, coats, and bends
purchased steel rods to make garment hangers  (SIC 3496) and is in the Iron and Steel
Manufacturing Category (40 CFR 420; Subpart I - Acid Pickling).  Outfall 001
discharges 57,600 gpd of spent hydrochloric acid pickle liquor, hydrochloric acid
rinsewater, lime rinsewater, drawing machine cooling water, and fume scrubber
wastewater to Cedar River.  Wastewater treatment consists of neutralization/ settling,
and filtration.   Effluent limitations are BAT for lead and zinc, and B£T for TSS and
pH, based on the effluent guidelines.   Once every two months for the first year and
once every six months  thereafter, 7-day static renewal chronic toxicity tests, using
Ceriodaphnia and fathead minnows, are to be performed.   A NOEC less than 100% will be
indicative of toxicity. , Should 10% of  the control organisms die within 96 hours or
more than 20% of the control organisms die in 7 days, the test must be repeated.  A
BMP PJLsa must be developed within six months, and implemented no later than eighteen .
months after the effective date of the permit.   The  permit contains a reopener clause
addressing changed discharge conditions or unaddressed pollutants found to be present.
Effective Date:  February 1, 1989
Expiration Date:  December 31, 1993
Abstract Date:
    Final Permit
January 11, 1989
                               EFFLUENT LIMITS (FINAL)

FL0002771:  Cleaners Hanger Company                    ,

       Pollutants         Outfall      Avg./Max.  Limits* and Units
                     Monitoring
•
Flow : 001
TSS :
Total Lead :
Total Zinc :
Total Iron :
Chronic Toxicity :
pH :
•
*
•.
»
•
•
•
•
»
•
•
'•
•

monitor on3.y
4.68/10.89 kg/d
0 . 023/0 .070 " ( report/0 .03 ma/1)
0.064/0.061 " (reoort/0.03 " )
— /— (report/1.0 " )
NOEC > 100%
6.0 — 8.5


.•'-•.•








•


continuous
1/w 24-hr comp
1/m "
n n ,
n n ,
6/y conp *,*
1/w grab




,,,_,,,,, .

r1 ,...-• . ". .. • -






 *Avg. Daily/Max. Daily	,	s		
**Monitoring frequency decreases to 2/vear after one year of jesting is completed.

-------
EL0034690J  Harris Corporation, Semioanductor Divisiori in Palm Bay, Florida,
manufactures  seniicanductor integrated circuits where circuits are periodically
immersed in acid and solvents,  and rinsedin deionized water (SIC 3674).   Hie facility
is in the Electrical' and Mectronic Cbmpcnents Category (40 CFR469, Subpart A).  The
permit covers one outfall  (Outfall  002) which consists of treated grpundwater entering
a ditch to the Northwest Tributary of Turkey Creek.  Wastewater from Outfall 001
consists  of deionization water, plant reject and regeneration water, cooling tower
blowdowri, exhaust scrubber water,and process wastewater, but by compliance schedule,
the facility  must cease discharge tipm this outfall ty the effective date of the
permit.   Operationai  level at ''Outfall 002 must foe attained by December 1, 1984. v   .
Groundwater is withdrawn from a surface aquifer and is treated by air stripping tiien
is reinjected back to the  same  aquifer or is discharged to surface water during
required  maintenance or emergency conditions (average flow rate:  100)000 gpd).   -
Effluent  limitations  in the permit are based on an.agreement between the facility and
the Florida Department  of  Environmental Regulation (December 21, 1983) which calls  for
withdrawal and treatment of contaminated groundwater  and allows two levels of
treatment depending on  place of final discharge.  The treated water reinjected back to
groundwater has  the most stringent limits;  these are  reflected in the permit.  There
is no biomonitoring requirentent in  the permit, but a BMP Plan must be implemented
within eighteen  months  of permit issuance.                               ,   r
 Effective Dates   September 24, 1984
 Ejqpiration Date:  September 23, 1989
                                                          ,               Final Permit
                                                          Abstract Date: May 22, 1985
                               EFFLUENT LIMITS (FIN^L)

FL0034690:  Harris Corporation, Semiconductor Division

       Pollutants         Outfall      Avg./Max. Limits and Units*
                                                                          Monitoring

Flow
Trichloroethene
1 , 1-Dichloroethene
1 , 2-Cis-Dichloroethene
1 , 2-Trans-Dichloroethene
Vinyl Chloride
1 ,Jj 1-Trichloroethane
1 ', 1-Dichloroethane
Methylene Chloride
1 , 2-Dichlorobenzene
Chlorobenzene
Ethyl Benzene
Toluene
pH .
•
.

T

,
-: -. • •, •• ' :-,;•••:-. •' ' .•
002 :report
:5/~ ug/1
:5/ — "
:5/~ "...-..
:5/~ "
:5/~ "
:5/ — "
:5/— •', "
• ^£O/ •~*^- • -.
:25/— "
:25/—
:25/— "
:25/— "
:6.0 - 8.5
: ' ' : -•-.'• . -.'--•
• ' :-' - , •' •' .-'..- ..-•••-•
': .. -'••'' :-: .• *•.••'
• ' i • -. " .•'"-.-• . .• . • •
• " ' ". - • • , •
.- • >. -


continuous .,:
1/w grab
n . : ii
H - it
n «
ii n

i ii
i ii
i tl
' " • " ' <•
1 ; , II

» ; ii






 *A11 concentrations must be "less than"  limit shown.

-------
FL0037338:  RCA Corporation, Solid State Division produces solid state integrated
circuits in wafer form (SIC 3674) at its facility located in Palm Beach Gatdens,    .
Florida, and  is in the Electrical and Electronic Components Category (40 CFR 469).  •
The facility's only discharge,  Outfall 001,  flows intermittently and consists of
chemical etching and cleaning process wastewater combined with reverse osmosis and    ,
deionization water.  Treatment is by chemical neutralization, and settling where
approximately 0.25 mgd of the treated water is discharged to an on-site percolation
pond.  Discharge occurs only during equipment breakdown or during rainfall events  -
where precipitation is greater than two inches per day.  In these cases, ov'erfiow from
the percolation pond is to a ditch to the Barman River from Outfall 001. Since
discharge is intermittent, only maximum daily effluent limits are imposed.  The limit
on TSS is based on regional standards for potable water treatment plants and the total
phosphorus limit is a State requirement applied to discharges which contain brine
reject water  from reverse osmosis units.  The effluent limitation for total toxic     ,
organics is based on BftT guidelines. in the Semiconductor Subcategory.   In lieu of  ' v.
monitoring for TTO, the facility can certify compliance with a solvent management plan
submitted to  EPA.  Fluoride and pH limits are based on water guality standards.  There
is no biomonitoring requirement in the permit, but a BMP Plan must be developed within
six months of the effective date of the permit and be implemented within eighteen
months of permit issuance.                                           >  ' -          "
Effective Date:  February 1, 1985
Expiration Date:  January 31, 1990
Abstract Dates
  Final Permit
April 30, 1985
                               EFFLUENT LIMITS (FINAL)

FL0037338:  RCA Corporation, Solid State Division

       Pollutants         Outfall      Avg./Max.  Limits and Units
                  Monitoring
-
Flow
TSS
Fluoride
total Phosphorus as P
Ammonia Nitrogen as N
TTO
PH














•
001



















•
•
report
—750 mcr/1 . .- •
—710
—715
report
—71.37 mq/1
6.0 - 8.5

.
•



.
-

.
.

; !


.
' - . . !
1
1/d* instant
1 composite
I n
i it
1 II
1 II
' : . grab »
«/ ' -•



- ' '
, .1 ;- ,.••'"






.
.r
•
*Once per discharge.

-------
FL0037869:  The  St. Johns River Power Park  (SJKPPj is a new 1,260 megawatt coal-fired
power plant (SIC 4911) in the Steam  Electr ic Power Generat ion Category (40 CFR 423}
located  on  a  1,656 acre site northeast of Jacksonville.  SJKPP is-jointly owned by the
Jacksonville  Electric Authority and the Florida Power and Light Company, but  is
operated by JEA.  Six  outfalls (001, 003,  005,  006.  007^  008)  discharge to  the St.
Johns River and  three  outfalls  (002, 004, 009) discharge to Browns Creek, a freshwater
tributary of  the St. Johns River.  The following  is  a description of those nine
outfalls:   OOl is the  main plant discharge; 002 discharges,from the runoff        -
sedimentation control  pond  and ,has a flow rate dependent upon rainfall; 003 is the
internal monitoring point for the sanitary wastewater treatment facility,, consisting
of an activated  sludge system,  sedimentation,  and chlorination.  and a  discharge :rate
of 0.024 MOD; 004 is .for the coal pile runoff sedimentation,pond overflow; 005 is the
internal monitoring point for the cooling tower blowdown which is  routed to Outfall
001;  006 is an internal outfall monitoring the. Central Wastewater" Treatment facility,
consisting  of chemical conditioning, sedimentation, multimedia, filtration, .chemical /'/
precipitation, and neutralization; filter backwash is recycled..solids  from the
clarifiers  are processed through a thickener..belt filter press..and landfilled on- .
site;  007 is  the  internal outfall for metal cleaning wastes that are ultimately
.discharged  from  Outfall  001;  008  is  an  internal outfall monitoring the effluent from
the oily water collection basin; 009 discharges solid waste runoff sedimentation pond
overflow; and 010 is the plant  intake.  Effluent limitations  are based  on NSPS/BAT. ; ,
effluent guidelines and State water  quality standards.  Limitation for  Outfall 003 are
based on secondary treatment  standards.  Quarterly acute toxicity tests must be  .
conducted on  Outfall 001 for a period of one year.  A salt drift monitoring program of
the cooling, towers must be  implemented  by 2/6/86  to  determine the  impact, if  any, of
the cooling tower emissions on the nearby area.  A BMP Plan must be submitted  within
six months  and implemented no later than eighteen months from the  effective date of
the permit.  The  instantaneous: zone-of thermal mixing shall not exceed  17 acres and ,
the temperature  at the point of discharge shall not  be greater than 105 F. ,
 Effective Date:  May 1,  1988  , -
 Expiration  Date:   April  30,  1993;
Abstract Date:
     Final ^Permit
February 28, 1989
                               EFFLUENT LIMITS  .(FINAL)
.FL0037869:   St. Johns River Power Park  (Page 1 of  2)              ...

      . Pollutants         Outfall      Avg./taax. Limits and Units        v Monitor ing

Temperature
Total Residual Oxidants
Copper
pH
Flow
TSS
Oil and Grease
,pH
Flow
BOD5 "
TSS
Flow
• . : " - •• - - ' : ' : • ' •
001 :— /35.6 C .
:0.10 ma/1
:0.18 "
:6.0 - 9.0
002 :monitor onlv
:50 mq/1
:5.0 "
:6.0 - 8.5
003 :0.030 MGD
: 30/60 ma/1
: 30/60
004 :monitor onlv
TSS. TDS. Settleable Solids :
Total Aluminum, Arsenic, Chromium, "
Copper. Iron. Lead. Mercury. Nickel. "
Selenium, Silver. Zinc "
pH : :monitor only
Flow : 005 : -..."
.Free Available Oxidants : :0.2/0.5 ma/1
Total Residual Oxidants : rmonitor onlv
(96.0 F)
(instant, max)
( ." " )


(instant, max)
( ".-.." V

(daily max)








^. ^ -v .
(not to exceed

tcontihuous
1/w mult, arabs
....-: 2/m 24-hr comp*
:l/w arab
.-:."• instant. •
:l/m arab :
: " - . "
:l/w "
:2/w pump meter
• :l/m 8-hr comp
.-. .: ,-r1; . n . .: n • •- •
• :estimate ' • '-
representative
"
. n
•
representative
:l/3 purip loas
2hrs/d) :l/w multiarabs
_w n , : n
:
: -:'"'•-.''' '''-.-"• : ' "••"-- •
*Moni tor ina reduced to once/month startiha, April 1. 1988. :

-------
                               EFFLUENT LH4CTS (FINAL)



FL0037869;  St. Johns River Power Park (Page 2 of 2)



       Pollutants         Outfall      Ayg.Alax. Limits and Units
Monitoring
* " • ' -'•-'.
Time of TPO discharae : :120 minutes/day/tower (instant, max)
Cycles of Concentration : :Not to exceed 1.5: calculate by
: : 24-hr ava intake f low/ava blowdown pei
Flow : 006 rmonitor only
TSS (Before Unit 2 Startup) :130/360 ka/d (30/50** rod/1)
(After Unit 2 Startup) r 220/660 " (30/50** " )
Oil and Grease (Before Unit 2) : 45/60 " (10/15 ito/1 ***)
(After Unit 2 Startup) r 90/120 " (10/15 " ***)
Aluminum (Total) : :1.5 ma/1 (instant, max) *
Arsenic " : rmonitor only '
Chromium " : : "
Copper " : rl.O ma/1 (instant, max)
Iron " : :1.0 " ( " " )
Lead " : :monitor only
Mercury " r :0.041 ma/1 (instant, max)
Nickel " : rmonitor only ' •
Selenium " : : "
Silver " : :0.0064 ma/1 (instant, max)
Zinc " : :monitor only
pH : :6.0 - 9.0
Plow : rmonitor only • •
TSS : :30/100 ma/1 (114 ka ****)
Oil and Grease : : 15/20 " (57 " ****)
Cooner (Total) : :1. 0/1.0 " (3.8" ****)
Iron " : . si. 0/1.0 " (3.8 " ****)
Phosphorus : : — /l.O " (3.8 " ****}
COD : rmonitor only
TDS, Settleable Solids, Total :
Aluminum, Arsenic, Chromium, Copper, " ...•>.
Iron, Lead, Mercury, Nickel, Selenium, " ,
Silver, Zinc : : "
Plow : 008 imonitor only
TSS : :30/100 ma/1
Oil and Grease : :15/20 "
pH : :6.0 - 9.0
Flow : 009 rmonitor only
TSS, TDS. Settleable Solids :
Total Aluminum, Arsenic, Chromium, "
Copper, Iron, Lead, Mercury, Nickel. "
Selenium, Silver, Zinc "
pH : :6.0 - 9.0
Flow : 010 rmonitor only
Total Residual Oxidants : r "
Total Aluminum, Arsenic, r r "
chromium. Copper, Iron, r r "
Lead, Mercury, Nickel, r : "
Selenium, Silver, Zinc r r "
r • r - ' .,.-•.•.
i r
r r
*Monitorina reduced to once/month startina April 1. 1988.
**When coal pile runoff not beina processed, daily max shall be 100 me
***When coal pile runoff not beina processed, daily ava. and daily max
15/20 ma/1, respectively.
****Maximum quantitv to be discharged per batch.

1/w determine
1/d calc.
tovjer- :;:''
1/d puirp meter
2/w 24-hr comp
; it ., .'-.ii
" arab
n it
2/m 24-hr comp
it n *
n it *
n n *
•» " *
!>r , " -* :/
n it *
-" .. ••.•"-•" -*.-.
•• " • " '•;.*.
" n *
" " *
continuous
1/d pump meter
1/d 24-hr comp
arab
" 24-hr como
it .n .
n n
it n
1/w 24-hr comp
n it
n n
tt, n
1/d pump meter
2/w arab
n n,.
: '" ' -, ' f; ',',- , , -
estJLrnate
repiLesentative
n
' **. •
• •-. " n
arab
1/d pump loas
1/w mult arabs
2/m 24-hr comp
• '"--. " *
n - . •••-'. "v-.n ' .,* ,:.
n " *




3/1.
limits are



-------
EL0037923*  Chloride Inc. - Metals Division, in Tampa,: Florida, has a 'scrap battery
cutting operation associated with secondary lead smelting (SIC 3341).  Ihe processes
at the facility are covered under the Nonf errous Metals Category,  Subpart M -
Secondary Lead (40 CER 421.133) and include battery cracking (1,635,357 Ibs of lead
scrap produced/month);  kettle  wet air pollution control (1,578,500 Ibs of lead
produced from refining/month);  casting contact cooling  water (1,010,240 Ibs of lead
cast using contact cooling/month); arid truck wash,  employee hand wash; arai employee
respirator wash (1,846,845 Ibs  produced from smelting/month each).  Process waters
used for noncontact cooling, dustand surface contamination cx^trol, materials
flotation and washing, and battery electrolyte (0.0256 mgd) are collected and treated
by pH adjustment, floatation/clarification and filtration.  The'first one inch Of
contaminated  stormwater is collected and treated or recycled to process.  Discharge is
to Delaney Creek.  Effluerit limits are based on BflT/BCT=BPT effluent guidelines except
for pH, which is based on water quality.  A BMP Plan must be implemented within
eighteen months of the permit  issuance and biomonitoring is required on the effluent
from Outfall  001.
Effective Date:
Expiration Date:
October 1, 1984
 September 30, 1989
              Abstract Date:
     Final Permit
February 20, 1985
              ,                 EFFLUENT LIMITS (FINAL)

FL0037923:  Chloride  Inc. - Metals Division
       Pollutants
         Outfall
Avg./Max. Limits and TJhits
     Monitoring

Flow
TSS
Antimony, Total
Arsenic j "
Lead, "
Zinc, »
Anrnonia (as N)
PH ;

.- - . , : .,,--,. .,. , - 1 *
' • ' .. •-''•'.( "




* , . V



1 • ' ' • ' -


s
001 :
:
.-.--!
-.
• .
.
- ' ,
"

'


.
-•


•
.
'
.:



.
•
.
! ' - : ;: :. '" '. :'.."-""'!
'report
0.66/1.39 kg/d
•0.025/0.056 "
0.017/0.04 •••.-•"
0.005/0.008 "
0.012/0.03 " ••••..-. '
0/0 -.:••-»
6.0-9.0

;."---,: - ' " '• . --."X.- '"' ', ' ,-"- ' "" . '--••
• . •_.-., •' 1 ' .,*,- " •- ,_. "..'," ... 1 ... ,- .
'" :', - ....'. -' ,',-,-• ,-..;.- , ' , -
. ' . " "... ._• - • '•'.-, . . '• - ","-•;:-,.'
/ - • ' ' . ' - . tf, " ' . " , t '
''•-',.'** - . . .. . ' , -'- '

• .-, -:-•••- . -..,-. u ../.:.;.,-;
1 -.-'-',*••.,.-
' -. • ' ' . • : ' •'.''''
•" , - ",:'''_' , _-, '.•„•„ , ••-.•'• •- '' 	 •- •'
'. . : • -'', • -' . -.,".'..•- /• . • . -. ',.' . .'.-

!- • ••'• -
continuous
1/w 24 hr cotp
n n :
n . ii
it M
« II :;
ii n
11 grab



' ' • .'' . /•'. •.-''.- :, • .

" .-•-;:
" ' - .-'• >:''•-•- .." '• » "








-------
GA0000124:  Tifton Aluminum Company,  Inc., located in Tifton, Georgia, is primarily
engaged in manufacturing and sales of aluminum extrusions.  Secondary operations
include extrusion die manufacturing,  ingot casting, press heat treatment, anodizing,
painting and fabrication of aluminum  extrusions  (SIC 3354, 3471).  The facility is in
the Aluminum Forming Category (40  CFR 467, Subpart, C) and has one discharge to Gum
Creek.  Outfall 001 consists of 0.29 mgd pain11 ine, and anodizing wastewater and-0.92
mgd noncontact cooling water.  Treatment consists of neutralization, 'flocculation.
sedimentation, gravity thickening,  and three settling lagoons.  The basis for effluent
limitations at the facility  is BPT/BAT guidelines calculated according to the
following reported daily production:   174,000 Ibs casting of aluminum ingot; 177,000
Ibs aluminum alloy extrusion; 79,000  Ibs press heat treatment of extrusions; 42,000
Ibs anodizing aluminum extrusion;  and 47,000 Ibs painting aluminum extrusion.
A static acute bioassay, conducted  in August, 1983, was found to be acceptable and   ;
prompted the following permit requirements:   (1)  a static or .continuous flow-through ,
bioassay must be performed if any  facility, process, or product changes •'. resulting in a
substantial change in the discharged pollutants,  (2)  a static or continuous flow-
through bioassay must be repeated by  August 31, 1985, or  (3) a repetition of the
static or continuous flow-through bioassay on a schedule approved by the Director of
the GA DNR.   If toxicity is detected  (< 80%  survival),  one or more of the following -;
items may be required: (1)  a chemical  analysis of the wastewater to determine the
possible cause of toxicity, (2)  a continuous  flow-through bioassay to determine the
LC50, (3)  an analysis of the potential effects of the toxicity on the receiving
stream, or (4)  the development and implementation of a Toxicity Reduction Plan,
including Best Management Practices and repetition of the bioassay.   The permittee
will not be required to perform  the total cyanide analyses if the first annual
wastewater sample contains a total  cyanide level of < 0.07 mg/1,  and the permittee
certifies in writing to the Director  of the GA DNR that cyanide is not and will not be
used at the facility.                                 *
Effective Date:  September 28, 1984
Expiration Date:  September 25, 1989
Abstract Date:
     Final Permit
November 28, 1988
                               EFFLUENT LIMITS (FINAL)

GA0000124:  Tifton Aluminum Company, Inc.'

       Pollutants         Outfall      Ava./Max.  Limits and Units
                     Monitoring
Flow
Aluminum, Total
Chromium, "
Chromium, Hexavalent
TSS
Phosphorus, Total
Zinc
Cyanide, Total*
Oil and Grease
pH


*See requirements noted
.
.

;
;
*
j
j
.
*
•
•
in
001* : report
:3.0/5.2 ka/d
' " :0;i2/0.29 "
* : 0.12/0. 25 "
: 63/132
: report
:0.6/1.2 ka/d
:0. 08/0. 20 "
:39/64
:7.0 - 9.5*
•
•
the above narrative.

(6.7/11.5 Ibs/d)
(0.27/0.65 " )
(0.27/0.55 " )
(138/290 " )
•
(1.4/2.6 Ibs/d)
(0.18/0.43 " )
(85/141 " )
-
'
' * . - •»• .

1/d
1/w
n
n
n
n
n
n
n
1/d
'-• •"


record
arab
n - ••' -
n
n
"
n
n
n '••'•'•
n

*


-------
GA0000329:   Hie Goodyear Tire and Rubber Company, in Clahoun, manufactures 600,000
Itos/d of synthetic latex for use with textiles, paper, and tire cord (SIC 2821),  as
well as manufacturing 75,000  Ibs/d of PVC film for use in food packaging (SIC 3079).
This facility is in the Rubber Processing Category (40 CFR 428, Subpart D;  Latex
Rubber) and discharges 0.205 MGD of process and sanitary wastewater via Outfall .001  '
and an unspecified amount of stormwater  runoff via Outfall 002 to Oothkalooga Creek.
Wastewater treatment consists of settling,  pH adjustment, coagulation, floccula'tion,
flotation, an aerated lagoon,  and  filtration.  Sanitary wastewater undergoes       ,'•'
treatment  in activated sludge and is chlorinated before entering the aerated  lagoon. ,
The resulting sludge is landfilled.  Effluent limitations for COD,  TSS,  ammonia,  and
Oil and Grease are the same as the previous permit, which were based on demonstrated
performance.  The SOT limits for BOD are based on effluent guidelines.   The permittee
shall not discharge an effluent which kills 10% or more of the exposed test organisms
(unspecified)  in 96 hrs.  or less,  when exposed to an effluent concentration equal to
the Instream Waste Concentration.  If toxicity is suspected,  a study plan must be
submitted for performing 48-hr acute static renewal toxicity tests.  If toxicity is
found, the permittee must submit a Toxicity Reduction Evaluation plan detailing the
steps to be taken to eliminate toxicity.  TRE  implementation must be completed within
270 days of State approval.  The TRE plan will be considered complete when the
toxicity is eliminated.  If toxicity is not initially detected, the State may require
48-hr acute static renewal toxicity tests upon notification.   Chronic toxicity tests
may also be required on a case specific basis.  Biomonitoring will be required at a
minimum  of once every three years.
Effective Date:  November 13, 1987
Expiration Date:  November 1, 1992
                            Abstract Date:
    Final Permit
December 6, 1988
                               EFFLUENT LIMITS (FINAL)
GA0000329:  Goodyear Tire and Rubber Company
       Pollutants
Outfall      Ava./Max. Limits* and IMits
     Monitoring
Flow
BOD5
COD '
TSS '
Oil and Grease
Ammonia as N ' •. __,
pH
COD
TSS
DH





001 monitor onlv






002**







19.1/30 . ka/d
164.1/246 "
18.6/27.9 "
— /9.35
8.6/12.7 "
6.0 - 9.0
• continuous
(42/66 Ib/d)
(362/542 " )
(41/61.5 " )
(— /20.6 " ) .
(19/28 " )

monitor only
n
n





1/w arab
n n



n n
1/m. '"
1/w
n n


1/disch. arab
n
n
ii
n





 *Avg. Daily/Max. Daily
**The first flush (approx. 30 minutes) shall be captured and routed to the wastewater
  treatment system. '••'*             	 ./  ••'.•--.•               -      ^       ^  .

-------
GAD000507:  William L. Bonnell
in Hewnan, Georgia, is engaged in
secondary aluminum smelting, casting,  extruding, anodizing and painting (SIC 3341,
3354, and 3471) and the wastewater treatment facility on site is owned by Ethyl
Corporation.  Production is reported as 400,000 Ibs/day in the Aluminum Forming
Category (40 CER 467, Subpart A).  Outfall 001 is the facility's only dischsirge to
Mineral Springs Branch to Mountain Creek and it consists of 0.67 mgd once ttirough
cooling water, cooling tower blowdown, conversion coating water, aluminum anodizing
wastewater,  and stormwater runoff.   Treatment is by neutral ization, and settling in a
clarifier and lagoons and sludge is treated on sand drying beds and disposal is by  oh-
site land application and landfilling.   Effluent limits are based on BPT/BfiT effluent
guidelines except dissolved oxygen which is limited by water quality standairds.  A
static bioassay test is required by October 1, 1985.  If tpxicity (less than 80%
survival) is found, the development of a toxic reduction plan including best ,     , ,
management practices  (BMP) may be required.
Effective Date:  August 15, 1984
Expiration Date:  June 30, 1989
              Abstract Date:
Final Permit
 H|ay 1, 1985
                               EFELUEOT LIMITS (FINAL)

GA0000507:  William L. Bonnell Company, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                             Ifcinitoring

Flow
TSS
Aluminum
Chromium, Total
Phosphorus, "
Oil and Grease
Zinc
Cyanide, Total

BOD-5
Dissolved Oxygen
PH





"



"



001










*











:

report
40/79.4 kg/d
5.13/10.3
0.21/0.51
2.7/5.4 ...-."
36.3/52.2 "
0.63/1.70
0.14/0.34 /•"

~/94
6 . 0 mg/1 minimum
7.0 - 9.0














(15.7/31.2
(2.0/4.1
(0.08/0.20
_J1. 1/2.1
(14.3/20.5
(0.24/0.67
(0.05/0.13

— /37














: :• •
:conti
mg/l*):l/w
*): "
.*): "
*•):' "
*): "
*):l/cr
" *):l/v


:l/w
:l/d
•
•
•
•
•
L *
• ! »',
• • ;-,
• •' •*. '•-
m
•
•
""•'.' ';'"- ,'
•
-' • • '
• • .

J1UOUS
camp
ir.
II
II
grab
ccrrtp
grab

com}
grab
1!












*B3uivalent concentrations based on 0.67 mgd flow, but not included in the permit.

-------
GA0001201'   The Great Southern Paper Company, located  in Cedar Springs, is in the
Unbleached Kraft - Neutral Sulfite Semi-Chemical  (Cross Recovery) Subcateaory of the
Pulp, Paper,  and Paperboard  Category (40 CFR 430,  Subpart D).  The facility produces
2834 air driecT tons per day of unbleached kraft and semi-chemical pulp and paper.  The-
following is  a summarization of the seven existing outfalls and the treatment they
receive: 001  and 002/ 24.0 MGD of process wastewater treated by coarse  screening.-
primary clarification, aerated pond, stabilization/holding pond, and an unspecified
number  of sludge lagoons; 003, 2.3 MGD from the emergency pond, treated by a settling
pond, stabilization pond, and controlled discharge; 004, 0.113 MGD from the sanitary
pond, treated by the stabilization pond; 005A and 005B,  56 MGD of untreated non-
contact coOling water; 006, 2.2 MGD of log flume overflow and water plant filter
backwash, treated by screening, grit removal, and flotation for log flume overflow;
007, 0.037 MGD of well water overflow and surface  drainage, treated bv grit removal,
and a rjfflQff. collection system for the coal pile.  All seven outfalls discharge to the
Chattahoochee River.  The effluent limitations for process wastewater are based on
production levels. BPT guidelines. 40 GFR 430.42. and BCT guidelines. 40 CFR  .
430.43/430.223, for  a non-continuous discharger.   Pentachlorophenol and
trichlorophenol limitations are based on production levels and BAT guidelines. 4.0 GFR
430.44/430.224, for  a  non-continuous  discharger.  The effluent limitations for the
other miscellaneous discharges are based on BPJ,  and are retained from the previous
permit.  The permittee shall not discharge an effluent which kills 10% Or mOre'of the
exposed test organisms (unspecified)  in 96 hrs.  or less,  when exposed to an effluent
concentration equal to the Instream Waste Concentration.  If toxicity is suspected, a
study plan must be submitted for performing 48-hr  acute static renewal  toxicity tests.
If toxicity is found, the permittee must submit a  Toxicity Reduction Evaluation plan
detailing the steps to be taken to eliminate  toxicity.  TRE implementation must be
completed within 270 days of State approval.  The TRE plan will be considered complete
when the toxicity is eliminated.  If toxicity is not initially detected, the  State may
require 48-hr acute static renewal toxicity tests upon notification.   Chronic toxicity
tests may also be required on a case specific basis.  Biomonitoring will be required
at a.minimum  of  once  every three years.
Effective Date:  November 12, 1987
Expiration Date:  November 1, 1992
                            Abstract Date:
                                   Final Permit
                               ;December 7, 1988
                               EFFLUENT LIMITS (FINAL)

GA0001201:  Great Southern Paper Company (Page 1 of 2)
       Pollutants
Outfall
Ayg./Max. Limits* arid Units
Monitoring
Flow
BQD5
TSS
BQD40
Pentachlorophenol
Trichlorophenol
pH
Flow
BOD5
TSS
pH
Flow
BODS
TSS
PH
*Avg. Daily/Max. Daily
001,002 :monitor onlv >
: 97/193 md/1 **
:177/354 " **
:monitor onlv
:— 70.018 ma/1 ***
: —70.017 " ***
:6..0 - 9.0
003 :monitor onlv
: 30/45 ma/1
:30/45 ••«••-
:6.0 - 9.0
004 : monitor only
:30/45 ma/1
: 30/45 • "
:6.0 - 9.0

:continuous
:l/d comp
: " "
il/a "
:l/m
. n n
:l/d grab
:l/w instant.
: " comp
. n n
: " ' grab
:l/m estimate
:'"-•' grab
. n n
.. n,- .... n •

 **Annual average limitations;  BODS;  16,671 Ibs/d	
***In lieu of monthly monitoring, the permittee mav certifv that chlorophenolic-
   containing biocides are not  used.

-------
GA0001201:   The Great Southern Paper Company, located in Cedar Springs, ,is in the
Unbleached Kraft - Neutral Sulfite Semi-Chemical  (Cross Recovery) Subcateoory of the
BllEc Paper,  and Paperboard  Category (40 CFR 430,  Subpart D).  The facility, produces
2834 air dried tons per day of unbleached kraft and semi-chemical pulp arid  paper.  The
following is  a summarization of the seven existing outfalls and the treatment: they
receive; 001  and 002r 24.0 MGD of process wastewater treated by coarse  screening.
primary clarification, aerated pond, stabilization/holding pondi and an unspecified
number  of sludge, lagoons; 003, 2.3 MGD from the emergency pond, treated by a settling
pond* stabilization pond, and controlled discharge; 004, 0.113 MGD from the ssanitary
pond, treated by the stabilization pond; 005A and 005B, 56 MGD of untreated non-
contact cooling water; 006,  2.2 MGD of log flume overflow and water plant filter       :
backwash, treated by screening, grit removal, and flotation for log flume overflow;
007, 0.037 MGD of well water overflow and surface drainage, treated by grit removal,' :
and a uanojEf  collection system for the coal pile.  All seven outfalls discharge to the,
ghattahoochee River.  The effluent limitations for process wastewater  are passed on
production levels. BPT guidelines,  4J1 CFR 430.42. and BCT guidelines. 40. CFR.
430.43/430.223,  for a non-continuous discharger.  Pentachlorophenol and
trichlorophenol limitations  are  based on production levels and BAT guidelines^: M ,CFR
430.44/430.224,  for a non-continuous discharger.   The  effluent limitations for the
other miscellaneous discharges are based on BPJ, and are retained from  the previous :
permit.  The permittee shall not discharge an effluent which kills 10%  or more of the
exposed test  organisms  (unspecified) in 96 hrs.  or less,  when exposed to an effluent
concentration equal to the Instream Waste Concentration.  If toxicity  is susjpected, a
study plan must be submitted for performing 48-hr acute static renewal toxicity  tests.
If toxicity is found, the permittee must submit a Toxicity Reduction Evaluation .plan
detailing the steps to be taken to eliminate toxicity.  TRE  implementation must be
completed within 270 days of State approval.  The TRE plan will be considered! complete
when the  toxicity is eliminated.  If toxicity is hot initially detected, the State may
require 48-hr acute  static renewal toxicity tests upon notification.  Chronic toxicity
tests may also be required on a  case specific basis.   Bipmonitoring will be required
at a minimum of once every three years.             -                                  :
Effective Date:  November  12,  1987
Expiration Date:  November 1,  1992
Abstract Date:
    •Final Permit
December 7, 1988
                                EFFLUENT LIMITS (FINAL)

GA0001201:  Great Southern Paper  Company (Page 2  of 2)

                                        Avg./Max.  Limits*  and Units
                     Monitoring

Plow
TDK
Flow 	
BODS
TSS
r>H
Flow
BODS
TSS
t>H
:005A & B:monitor only
: :6.0 - 9.0
: 006 :monitor only
n **
. . " **
• :6.0 - 9.0
: 007 :monitor only
: : 30/45 irer/1
: :30/45 "
; s6.0 - 9.0 '
:l/m estimate
: " grab
:l/w instant.
: " comp :
. „ -. n ; .
: " grab ,
:2/m estimate -
:« grab
.._ 	 *— — : 	 '
tl/w
• : ' 	 5 	 _
• ; • - 5 	 _ — -. —
: : • '-' 	 « 	 : 	 — —


*Ava. Dailv/MaXi
**Annual_averase_
. Daily
limitations: BCD5: 16.671 Ibs/d:

TSS: 20.243 Ibs/d

-------
GA0001619:  Merck arid Company. Inc. -Merck Chemical Manufacturing Division, located
in Albany, manufactures human and  animal health products (SIC 2833) and is in the
Pharmaceutical Manufacturing Category (40 CFR 439,  Subpart C).  Outfall, 001 discharges
1.777 MOD of domestic waste and process wastewater  and Outfall  002 .discharges 5.78;
MOD  of untreated ;noncontact  cooling water.  Both outfalls discharge to the Flint
River.  Treatment consists of a package plant with chlorination for domestic waste,
cyanide destruction, flow  equalization, neutralization, primary clarification.
activated sludge, and secondary clarification.  The sludge is thickened, flocculated,
and pressure filtered.  Effluent limitations are based on: BPT guidelines for. pH, BAT
guidelines for total cyanide, I3PJ_ and demonstrated performance  for ODD and TSS, and
the State water quality model  of the  Flint, River for BCD5 and ammonia.  The permittee
shall not discharge an effluent which kills, 10%  or more of the exposed test ^organisms
(unspecified)  in 96 hours or less,  when exposed to an effluent concentration equal to
the Instream Waste  Concentration.  If toxicity is suspected, a;study plan must be    -
submitted for performing 48-hr  acute  static  renewal toxicity tests.  If toxicity is
found, the permittee must  submit a Toxicity Reduction Evaluation plan detailing the
steps to be taken to eliminate toxicity.   TRE implementation must be completed  within'
270 days of State approval.  The TRE plan will be considered complete when the     ,
toxicity is eliminated.,  If toxicity is not initially detected,  the State may require
48-hr acute static renewal toxicity tests upon notification.'  Chronic toxicity tests
may also be required on a  case specific basis.  Biomonitoring will be required at a
minimum of once every three  years.                          -      / i."    „ -    ••'•
Effective Date:  February 3, 1988
Expiration Date:  February 1, 1993
Abstract Date:
     Final Permit
November 28, 1988
                               EFFLUENT LIMITS (FINAL)

GA0001619:  Merck and Company, Inc.- Merck Chemical Manufacturing Div.
Pollutants
Flow
COD •
:BOD5 (June -Oct.)
(Nov. - Mav)
TSS
Ammonia (June - Oct.)
(Nov. - Mav)
Cvanide. Total
DH
Phenols. Total
Total Kjeldahl Nitroaen
Bromide**
Flow
Specific Conductance
DH


*Ava. Dailv/Max. Dailv
Outfall Avg./Max. Limits* and Units
•
— *-- —
9
*9
«

0



o
o


e

0

**Monitorina required only
001 : monitor only
: 3810/5715 ka/d .
:544/952 . ,
: 1134/1984 "
: 1089/1905 "
: 680/1191
: 1134/1984 "
:0. 08/0. 14 ma/1
:6.0 - 9.0
: monitor only
•'•'•: " •:*'•"
: "
002 : monitor only
n
:6.0 - 9.0



•'•""-.
• (8400/12.600 "ib/d-V
(1200/2100 " )
(2500/4375 " )
(2400/4200 '""-•' )
(1500/2625 " )
(2500/4375 " )











Monitoring
.continuous
: 2/w conip • :
. n n
. n n
0 n n
.; n it
• n - n _ t '.
:l/d "
i " • crrab
: 2/m "
: n comp
•2/w "
: 2/m estimate
: " arab

• .- .
. • ' - ' ' -" .' ' ,'.

durina:periods of Tocainide production :

-------
GA0001791:  CHICOPEE. located in Gainesville, is in the Textile Mills Category (40 CFR
410, Subpart D; Woven Fabric Finishing).  This facility produces woven gauge fabrics
from natural fiber, monofilament yarns from polymers, woven fabrics from these and
other synthetic yarns, applies a repellent coating to fabric that is produced
elsewhere, and produces film from polymers (SIC 2211 and 3079).  Outfall 001
discharges 0.213  MOD of process water to Redwine Creek and Outfall 002 discharges an
unspecified amount of non-contact  cooling water and stormwater runoff to Balus Creek.
Wastewater treatment facilities consist of extended aeration, aerobic digestion, a   •
clarifier* and chlorination.  Effluent limitations are based on the following:  BOD5 on
the Oconee River Basin Plant total chromium limits on water quality,  pH limits are
BPT/$ftTf and fecal coliform-on BPJ for sewage.  Limitations for COD, total phenols,
TSS, and sulfide were retained from the previous permit and are more stringent than
promulgated guidelines.  The permittee shall not discharge an effluent which kills 10%
or more of the exposed test organisms (unspecified) in 96 hrs.  or less,  when exposed
to an effluent concentration equal to the Instream Waste Concentration.  If toxicity
is suspected, a study plan must be submitted for performing 48-hr acute Static  renewal
toxicity tests.  If toxicity is found, the permittee must submit a Toxicity Reduction
Evaluation plan detailing the steps to be taken to eliminate toxicity.  TRE
implementation must be completed within 270 days  of State approval.  The TRE plan will
be considered complete when the toxicity is eliminated.  If toxicity is not initially
detected, the State may require 48-hr acute static renewal toxicity tests u]?on
notification.  Chronic toxicity tests may also be required on=a case specific basis.
Biomonitoring will be required at a minimum of once every three years.
Effective Date:  November 30, 1987
Expiration Date:  November 1, 1992
                            Abstract Date:
                                   Final Permit
                               December 1, 1988
                               EFFLUENT LIMITS (FINAL)
GA0001791:  CHICOPEE

       Pollutants
Outfall
Ava./Max. Limits* and Units
Monitoring
Flow
BODS
TSS
COD
Chromium (Total)
phenols "
Sulfide
Fecal Coliform

: 001 tmonitor onlv
s. ' : 84/267 kci/d
i :185/370 "
: 1592/1183 "
: :20 ucr/1. (dailv
: :0.9/1.8 ka/d
: -1.8/3.6 "
: . :400/— #/100 ml
i :6.0 - 9.0


(184/368 Ibs/d)
(408/816 '" )
(1304/2607 " )
max)
(?/4
(4^



Ibs/d)
n j


: " •• ••••-'•
. • • ••
. . .;••-.•.
• . • - ' • • •
. . • • • , • '
. . - ' -
. .
• • '• • .' ••..'.-. . - ••,••, :. •
cqntinupus
3/W
n
n
1/q
n
n
,1/w.
comp


comp
arab










. • . . -
                  -Daily

-------
GA0002071:  Columbia Nitrogen Corporation,  located in Augusta, is in the Fertilizer :
Manufacturing Category (40 CFR 418,  Subparts B,  C/  6,and E)  and produces nitrogen•
fertilizer products  (SIC 2873).  Production  is as  follows:  3,400,000 Ibs/d of
ammonia,  2,200,000 Ibs/d  of urea (solid)>. 600,000  Ibs/d of urea  (solution), 2,700,000  •
Ibs/d of ammonium nitrate (solid),,  i,010>OOQ ibs/dpf  ammonium nitrate (solid),  and
2,950,000 Ibs/d of nitric acid.  Five outfalls discharge to the Savannah^ River;   001 -
untreated process wastewater (2.28 MGD); 002 and 003 - sanitary' wastewater package
EJLanfc. effluent  (0^0432" MGD);..:004.-'- codling tower blowdpwrt (0.374  MC3D); 'and 005 -
treated water plant  filter backwash.  Treatment consists of two package plants,  pH
neutralization, and  electrolytic5' reduction of chrome followed by settlingi  Effluerit
limitations  are based on the,EOT effluent guidelines  in 40 CFR 418.23,  418.33,:  418.43,
and 418.53.  The permittee is to implement Best  Management Practices, however,, no
compliance schedule  or reporting is specif led,         .,.•>•                :,,,;{   >
Effective Date:  December 13, 1985
Expiration Date:  December 1, 1990
Abstract Date:
     Final. Permit
November 28, 1988
          :     :        •       ' EFFLUENT LIMITS (FINAL)         '•'••-'.

GA000207DL:  Columbia Nitrogen Corporation     ;            '

       Pollutants         Outfall       Avq./Max.  Limits* and Units
                      Monitoring

Flow j
Ammonia (as N)
Organip Nitrogen (as N)
Nitrate (as NV
Total Nitrogen
pH
Flow
BOD5 •
TSS
"pH ; . " •..--'•';',-. . .
Flow
Total Heavy Metals**
(zinc and chromium)
Total Nitrogen _,
PE •• •• ••' , ' >-•-:• - ..
Flow
TSS
pH






• : - • . " •.••••
001 :monitor only *
:•:•• .,. :. •: .' .""-. '. ,-:. • .- .: ..'. • •, -. '
. "• .-. •/• • . '• •••.-•••••:-• • ;•
. " - - . ';-•.-.
• • - - : ' - - . .
:2575/5473 Ibs/d
:6.0 - 9.0
002^ 003:monitor only
:30/45 ; mg/1 s .
:30/45
:6.0 -.-9.0
.004 rmonitor only '
• OR/I n n>~i/i
• U . -J/ J. « U llBJ/ .L
;'••'. ;- '•••.,'• ' ' •''''•'-•'-'.':...
:20/30 "
: :6.0 - 9.0
005 : monitor only
:55/110 mg/1
:6.0 - 9.0
; -- •.'•.- '. - • -.•.;•"•;-.
: - • • -• -.. "• ']•''•'.• • • •'- ' --': '•
• : • . .. •••-.-
•,'.•• . : ' - "•;•:•••' -.-.'. ' • -
: • • •. - ' .... •'.'•''.
*.'-.»' ••' ' ' • •

continuous
3/w comp
n n
n n
, " ™
not specified
1/m instant.
'.-"' grab
n n
n • n .
2/m instant*
•• arab
' ': ...' •'• :.. ;.',''
1/W "
2/m grab
1/m instant. •
" grab
n' ., , n ./. .. ' - v

'.,',--,. . ; '^J
" :.':;> :',..' " " '•



 *Avg. Dailv/Max. Dailv
**Frequency of sampling may be reduced or eliminated  if sample'results indicate these
  parameters are no longer present  in significant amounts  after the use of the
  chemicals containing these metals-is discontinued.                      •

-------
GAQ002160:   DSM Chemicals Augusta,  Inc., in Augusta, manufactures caprolactam (SIC
2869), ammonium sulfate (SIC 2873),  and  resins  (SIC 2826).   No Point Source Category '
exists for this facility.  The permittee has four outfalls: 001 discharges 0.177  MGD.':•
of steam condensate and stormwater runoff; 002 discharges 1.09 MGD of treated
wastewater, cooling water,  and non-contact,cooling water; 003 discharges 1.21 MGD of
process wastewater and cooling tower blowdown;  and 004 discharges approximately 0.432
MGD of treated water plant filter backwash.  Outfalls 001 and 002 discharge into
Casons, Lake to Beaver Dam Ditch to Butler Creek to the Savannah River.  Outfalls ,003
and 004 discharge directly to the Savannah River.   Treatment consists of the
following: 001, untreated; 002, pH neutralization;  003,  activated sludge,, gravity
thickening, cfrlorination, and land application; 004, sedimentation.  The Savannah
River D.O.  was considered in establishing limits for BODS and nitrogen,  and the limits
for nitrogen are incorporated in the Savannah River Basin Elso,.  These limits are
equivalent to those in the previous permit.  The other parameters were limited
according to demonstrated performance and demonstrated technology.  The permittee
shall not discharge an effluent which kills 10% or  more of the exposed test organisms
(unspecified)  in 96 hrs. or less,  when exposed to an effluent concentration equal to
the Ingfrgeam ffasfee Concentration.  If toxicity is suspected, a study plan must be
submitted for performing 48-hr  acute static renewal toxicity tests.  .If toxicity is
found, the permittee must submit a Toxicity Reduction Evaluation plan detailing the
steps to be taken to eliminate toxicity.  TRE implementation must be completed within
270 days of State approval.  The TRE  plan will  be considered complete when the
toxicity is eliminated.  If toxicity is not initially detected, the State may require
48-hr acute static renewal  toxicity  tests upon notification.  Chronic toxicity tests
may also be required on  a case specific  basis.   Biomonitoririg will be required at a
minimum of once every three years.                        ,
Effective Date:  December 4, 1987
Expiration Date:  December 1, 1992
Abstract Date:
    Final Permit
December 7, 1988
                               EFFLUENT LIMITS (FINAL)'

GA0002160:  DSM Chemicals Augusta, Inc.

       Pollutants         Outfall      Aver./Max. Limits* and Onits
                     Monitoring
* 1='. ' ' ••'•'-
Flow (
BODS
COD
Tpfcal Kjeldahl Nitroaen
Ammonia
Total Nitroaen
pH
TSS
Flow
TSS
pH
01,002,003**, *** monitor onlv
: 1496/3402 ka/d
: 9072/18, 144 "
: monitor only
(3300/7500 Ib/d)
(20,000/40.000 *•)

: continuous
?3/W
. " :
. "
comp
n
n
; " : " "
: 2722/6804 ka/d
:6.0 - 9.0
003 only: 454/1361 ka/d
004 :monitor only
: 55/110 ma/1
:6.0 - 9.0

• •
» •
(6000/15.000 Ib/d)

(1000/3000 Ib/dl






. "
:l/d
sVw
?l/m
. n
:l/m.

*
•
n
arab
comp
instant.

n



. . .
*Ava. Daily/Max. Daily



**Limi tat ions apply to the combined discharae of the three outfalls.
***There shall be no discharae of metallic inhibitors in the coolina water or boiler
blowdown systems except by approval by the GA Environmental Protection Division.

-------
GA0002356Y  Columbia Nitrogen Corporation, located in Garden City, is in the Fertilizer
Manufacturing Category  (40 GFR 418. Subparts D and E) and manufactures 1,160,000 lbs/d
of nitric acid and 1,474,000 lbs/d of ammonium nitrate  (SIC 2873).  The facility also
imports ammonia, ammonium nitrate, and urea for dissolving, mixing, blending, and
formulating nitrogenous fertilizers (SIC 2875).   Process water, cooling water,
miscellaneous discharges, and runoff are discharged at a rate of 0.23 MGD through
Outfall 001 to the Savannah River.  Specific  treatment of process wastewater is
unspecified, however, pollution abatement is accomplished by containment, recovery.
and the recycling of pollutants.  Effluent limitations are based on the EOT effluent
guidelines.   The permittee shall not discharge an-effluent which kills 10% or more of
the exposed test organisms  (unspecified) in 96 hrs.  or less,  when exposed to an
effluent concentration equal to the Instream Waste Concentration.  If toxicity is
suspected, a study plan must be submitted for; per forming 48-hr acute static renewal
toxicity tests.  If toxicity'is  found,  the-permittee must submit a Toxicity Reduction
Evaluation plan detailing the steps to be taken to eliminate toxicity. '; TRE
implementation must be completed within 270 days of State approval.  The TRE plan' will
be considered complete when the toxicity is eliminated.  If toxicity is not initially
detected, the State may-require 48-hr  acute static renewal toxicity tests upon
notification.  Chronic toxicity tests  may also be required on a case specific basis.
Biomohitoring will be required at a minimum of once every three years.
Effective: Date:  August 31, 1988
Expiration Date:  August 1, 1993
Abstract Date:
    Final Permit
December 1, 1988
                  '             EFFLUENT LIMITS (FINAL)

GA0002356:  Columbia Nitrogen Corporation

       Pollutants         Outfall      Ava./Max.  Limits* and tfriits
                   '  Monitoring
Flow
Ammonia (as N)
'Nitrate (as N)
Urea (as N)
pH





' - i .'-,., ''•"..

~- ...



.-.''.- ' • • -.



, 001



-

.








**




monitor only : continuous
455/1364 ka/d (1000/3000 . lbs/d) :l/w comp -
455/1364 " (1000/3000 " V : " "
227/682 •• " (500/1500 " ) : " " '.'
6.0 » 9.0 : " arab
" - - - -"''.-
-.--"."• • ' . - " ' j
•','••'.'•.'•'•-• , • • ' ••
: ' • ' ".-'.. '
. , - -
-' - "••.'''• . '•' ;:• ,'•' ' ••'• •• . -••' . • ••-•
• . • • . •- .
' • -•'••' '• '-• . : ' '
'' ' • ; ". -
.
• •
: - • '
'• - - ' ' ' ' • '* '
.-.'-. • ''•-.' ... . . : .•-'•'."

 *Avg. Daily/Max. Daily

-------
GA0003646:  ffemira,  Inc., located in Savannah, produces 380/000 Ibs/dof titanium
dioxide by the sulfate process, 640,000 Ibs/d of titanium dioxide by the chloride
process, synthetic gypsum, and 1,660,000 Ibs/d; of sulfuric acid  (SIC 2816r 2819). : The
facility is in the Inorganic Chemicals Category  (40 CFR 415,  Subpart V for titanium
dioxide production).   Four outfalls discharge to the Savannah River.  Outfalls.001
(26.8  MOD)  and 004 (2.65  MGD) discharge treated process  wastewater.  - Outfalls 002 (10
MGD) and 003  (0.2 MGD) discharge untreated .non-contact cooling water.   Treatment
C9nsists of neutralization with limestone and lime of the acidic wastestreams .from the
titanium dioxide facility.  The neutralized effluent is,settled and .discharged.   The
resulting gypsum is suitable for wallboard, cement additives, and landfill.  Effluent
limitations are based on: BAT guidelines for total chromium;  TSS limits are more ,
stringent than guidelines based on demonstrated performance;  total nickel is based on
BAT guidelines plus a BPJ allowance for production; and limits-fpr total iron are   f
water quality-based and equivalent to, demonstrated performance.  The permittee shall
not discharge an effluent which kills 10% or more of the exposed test organisms .  ,   -,
(unspecified)  in 96 hrs.  or less,  when exposed to an effluent concentration equal to
the Instream Waste Concentration.  If toxicity is suspected,  a study plan must be
submitted for performing 48-hr acute static renewal toxicity, tests.   If toxicity is
found, the permittee  must submit a Toxicity Reduction Evaluation plan detailing the, ;,.
steps to be taken to  eliminate toxicity.  TRE implementation  must be completed within
270 days of State approval.  The TRE plan will be considered  complete when the
toxicity is eliminated.  If toxicity is not initially detected, the  State may-.,require .
48-hr acute static renewal toxicity tests upon notification*   Chronic toxicity tests
may also be required on a case specific basis.  Biomonitbring will be required at a
minimum of once every three years.
Effective Date:  September 30, 1988
Expiration Date:  September 1, 1993
                           Abstract Date:
                                .   Final Permi.t
                              November .28, 1988
                               EFFLUENT LIMITS (FINAL)
GA0003646:  Kemira, Inc.
       Pollutants
Outfall
Ayq./Max. Limits* and Units
Monitoring
Flow
TSS**
Chromium (Total)**
Nickel (Total)**
Soluble Iron**
TSS***
Chromium (Total)***
Nickel (Total)***
Soluble Iron***
pH
Flow
pH



:001,004 :monitor only
: :4886/9773 ka/d (10 , 750/21, 500 Ibs/d)
: :38.5/86.3 " (84.6/189.9 " )
: :28. 0/58.0 " (61.7/127.7 " ).
: : 27, 270/49. 910 ka/d (60.000/90.000 " )
: : 5795/11, 590 ka/d (12,750/25,500 " )
: .-45.0/99.5 " (99/218.9 ")
: 29 .'5/61. 3 " (65/134.8 " )
: : 27, 270/49. 910 " (60,000/90.000 " )
: :6.0 - 9.0
:002,003 :monitor only
: :6.0 - 9.0
" . ' ' " : - '••;
I • ' . ' -. •• • .*• ••;-•"•-••.

*
,t.
•
t
A



•


•
t
•
•
_t



continuous
1/d comp

n n
1/d "
n , n
1/W "
n n
T/d "
continuous
n ••'..
„ ....... .



: :• - - ' • • :: 	 : 	 : 	
*Avo. Daily/Max. Dailv
**Prior to expansion
***BegiDniDg the day.
of production
expanded production beains





-------
GA0003778:  Forstmann & Company,  inc., located in Louisville, is in -the .lool
Subcateoorv (40 CFR 410.20V of the Textile Mill Category. aThe facility receives
nonfinished cloth (greige cloth) .consisting of man-made  fibers, natural, fibers, and
blends, which are prepared, dyed,  and finished  (SIC 2231 and 2262) for shipment to
final users.  The Louisville plant has a production capacity of 80,000:Ibs/d and     ,
discharges 4 MGD to the ^eechee Ri\zer_ via Outfall :001.  Wastewater  is treated in an
activated sludge system incorporating an equalization basin, aerated equalization
basin, dual aeration ditches, dual  secondary clarifiers  and a sludge thickener.  The
resulting sludge is landfiUed,  The basis for the effluent limitations are the'BPT.
and ROT guidelines promulgated for  the Wool Finishing Subcategory.   The permittee
shall not discharge-an effluent which kills 10%  or more of the exposed test organisms
(unspecified)  in 96 hrs.  or less,  when exposed to an  effluent' cbncentration equal to
the Instream-Waste Concentration.  If toxicity is  suspected, a study plan must be   -
submitted for performing  48^-hr  acute  static renewal toxicity tests.  If toxicity is
found, the ;permittee  must submit a Toxicity Reduction Evaluation plan detailing the
steps to be taken to eliminate toxicity..--": TRE implementation must be completed within
270 days  ofvState approval.  The TRE plan will be considered complete when the
toxicity  is eliminated.   If toxicity  is  not initially detected, the  'state may require
48^-hr acute static  renewal toxicity tests upon notification.  Chronic toxicity tests
may also be required on a case specific  basis.  Biomoriitoring will be required at a
minimum of" once every three years.      ,  '        :'••;,   ,  ..'.   ; •-
 Effective Date:   July 31,  1987
 Expiration Date:  «July 30,; 1992
                                                      Abstract Date:
                        Final Permit
                    December 1, 1988
                                EFFLUENT LIMITS (FINAL)  ''•••..   v   r


 GA0003778:   Forstmann & Company,  Inc.          ;
  ;       '    ' '        .-'•'/=•,.•    ' -"      '  '-.-••-.         "' -    ^

        Pollutants         Outfall      Ava./Max.  Limits* and  Units
                                                                           Monitoring
 Flow
                            001
                                 ;monitor only
                                                                        ;continuous
 BOD5
                                 = 407/815   ka/d  (896/1792   Ibs/dV:   :3/w   comp
                                  ; 640/1280
                                                  (1408/2816
 COD
                                  : 2964/5927
                                                  (6520/13.040
 Chromium (Total)
                                   .5/5.1
..(5.-6/11. 2,
 Phenol:
Sulfide '
                                 i2.5/5.1
                            grab
                                  =5.1/10.2
                                                  (11.2/10.2
                                  :6.0 - 9.0
                                                                       t3/w
   *Avg. Dailv/Max. Daily

-------
 GA0004120:    The Georgia Power Company operates a two-unit (810  & ;820 MWe) nuclear
 power-plant (SIC 4911)  in Baxley, Appling County.  The plant is jointly-owned, by
 Georgia Power, Oglethorpe Power Corporation,  Municipal Electric  Authority of  Georgia,
 and the City of Dalton.  The facility is in the Steam Electric Power Generating". '•
 Category (40 CFR 423,  Subpart A;  Generating .Unit). .Outfalls 01  and 02  discharge  97*92
 MGD combined plant wastewaters.  These wastewaters are broken down as follows: OlG -
 low volume waste from the neutralization tank;  OlH - low volume :waste from the
 pr.essyre filter backwash; 01A and 02A - cooling tower blowdown from Units 1 and'2;
 01B,  02B, and 02C - Unit 1  cooling water overflow, Unit 2 cooling tower; overflow-to
 storm drains,  and Unit 2 cooling water overflow; and 01E and 02E  -  low  volume wastes
 from the Liquid Radwaste Systems, Units  1  and 2.  Outfall 03 discharges 0.720  MGD from
 the intake screen backwash, and Outfall 04 discharges 1  GPM of 2P65 Chiller water
 blowdown.  All outfalls empty into the Altamaha River.  Radioactive wastes are treated
 to  comply with the limitations found in 10 CFR 20 and NRC Environmental Tecitoiical
 Specifications for plant  operation.  Effluent limitations are based on those found in
 40  CFR 423,  Subpart (A, Generating Unit)  and 40 CFR 133.   The permittee shall not
 discharge an effluent  which kills 10% or more of the exposed test organisms    , ,-- '.'.:•.;,
 (unspecified) in 96 hrs. or less,  when exposed to an effluent concent ration "equal  to.
 the Instream Waste Concentration.  If toxicity is suspected, a study plan must be
 submitted for  performing  48-hr acute static ..renewal toxicity tests.  If toxicity,is
 found,  the permittee must submit a Toxicity Reduction Evaluation plan detailing the.  •-
 steps to be taken to eliminate toxicity.  TRE  implementation must be completed within
 270 days of  State approval.  The TRE plan will be considered complete when the
 toxicity is  eliminated.  If toxicity is not initially detected, the State may require
 48-hr acute  static  renewal  toxicity tests upon notification.  Chronic toxicity tests
 may also be  required on a case specific basis.  Biomonitoring will be required at  a
 minimum of once every three years.
Effective Date:  January 29, 1988
Expiration Date:  Deceirber 1, 1992

                               EFFLUENT LIMITS (FINAL)

GA0004120:  Georgia Power Company

       Pollutants         Outfall
Abstract Date:
   • Final Pertnit
December 7, 1988

Plow
TSS
Oil and Grease
TSS
Oil and Grease
Eree Available Chlorine
Total Residual Chlorine
TRC Time (minutes/day/ti
Chromium (Total)
Zinc (Total)
01
Flow
TSS
Oil and Grease
Flow
Temperature
Free Available Chlorine
Total Residual Chlorine
PH
: • ' •-"•" - . -• 	 :...,":''•
OlG : monitor onlv
: 30/100 ma/1
: 15/20 "
OlH : 30/100
:15/20 "
' ' ' . •" , ** - : '- .'
:2/m ' arab
• • ' - ' 	 	 	 n ' ' ' n "••',-
:l/a arab
. - " '," • " : ''.'
01A,02A :0.2/ — ma/1 (0.5 ma/1 instant max)***:! AT '.mi If nrahs
:monitor only
ne) i— /120
:— /0.2 ma/1
:— /l.O "
,02B.02C: Same limitations as 01
01E,02E .-monitor only
: 30/100 ma/1
i!5/20 "
01,02 : monitor only
. n
n ' ' ' .'
. n
:6.0 - 9.0
*Avo, Dailv/Max. Dailv
**If various wastest reams are combined, for treatment or
***. " n ' h
. n n n
:l/a arab
: . .••!"' n
A and 02A :••
. **
:2/m arab
.'"'., n n
•"••.• **
:l/w arab
*** : r " mult arabs
***. " n "
: " arab

discharge . the oiianfifv of
each pollutant shall not exceed tie specified limitations for that- snnrne>.
***MU!tiple orab samples are to be collected everv 15 min
chlorinated water discharge.
. during periods of


-------
GA0004332:   The Amoco Oil Company, operates a petroleum refinery (SIC 2911) in
Savannah, where 28,000 barrels/day of crude oil are processed into finished asphalt .
products and intermediate products;  They also operate a light oil terminal for the
marketing of gasoline and diesel.  This facility is in the Topping Subcateaory of the
Petroleum Refining  Category  (40  CFR 419;  Subpart A) and  has  a size factor of 1.06, a
process factor of 2.31,  and a process configuration of 2.45.  Outfall 001 discharges
approximately 114 MGD of process water, cooling water, and stormwater runoff to the
Savannah River.  Wastewater treatment consists:of  an  ML Separator and -a sand  filter.
Except for the daily limits for BOD5 and ammonia,,, effluent limitations are BM limits
based on the effluent guidelines set forth in 40 CFR  419.13.  Daily limits for BCD5 ;
and,ammonia  are based on the more  stringent limits in accordance  with the State policy
for-the..Savannah Harbor. / The permittee shall not discharge an effluent which kills
10% or more of the  exposed test  organisms (unspecified)  in 96 hrs. or less,  when
exposed to an effluent concentration equal to the Instream Waste  Concentration^  If
toxicity is suspected, a study plan must  be submitted for perfbrming 48-hr acute
static renewal toxicity tests.  If toxicity is  found,  the permittee must submit a   : ."
Toxicity Reduction  Evaluation plan detailing'the steps to be taken to eliminate
toxicity. -' TRE implementation must be completed;within 270  days of State approval.  _
The TRE plan will be'considered  complete when the  toxicity •, is eliminated.  If toxicity
is not initially detected,  the State may  require'48-hr acute static 'renewal "toxicity
tests upon notification.  Chronic toxicity tests, may  also be required on a case    ;
specific basis.  Biomonitoring will be required at a minimum of once every three
years..  ;    .        . '        ••  - '• • ;...  '   '       .     .   '•'•' • •'  >  ., '-•'••-'     "•     .' "•;,'•;
Effective Date:  December 2, 1987
Expiration Date:  December 1, 1992
                            Abstract Date:
                                   Final Permit
                               December 6, 1988
                                EFFLUENT LIMITS  (FINAL)
GA0004332:  Amoco Oil  Company
        Pollutants
Outfall
Ava./Max. Limits* and Units
                                                                           Monitoring
Flow •"' '••• , ••. : 001
BOD5 :
TSS •
COD :
Oil and Grease ' :
Phenolic Compounds :
Ammonia as N :
Sulfide :
Chromium (Total) :
Chromium (Hexavalent) :
DH :
' • .
: monitor orilv
: 75/286 kg/d
: 129/200 " .
: 800/1557 "
: 46/90 "
:0. 22/0. 918 "
'ill/31
: 0.73/1. 6 "
: 0.26/0. 75 "
: 0.022/0. 048 "
:6.0 - 9.0
• '• .. ' -:"

(166/629 Ib/d)
(283/440 " )
(1761/3426 .•."-•)
(102/198 " )
(0.48/2.02 " ')
r (24/68 "0
(1.6/3.6 ".".)."••
(0.57/1.65 " )
'(0.048/0.106 " )


:l/d
:2/m
,.••.-• n
_^_. 	 L.
. "
. "
:l/m
. "
. n
	 • 	
. "
. "
:l/d
:
recorder
como
«.
n . • .
ii
n .-'.,•-.•
H
ii
, - . - n • - .
n
grab

* -
• ; . . • -. ' \
• • • : :'••.-•. • • :
•, •
•
'"","' '- • • - -
• "="•'"
• . -
• s



•
' =•
•



*Avg. Daily/Max. Daily 	 	 	 : 	 : 	 : 	 ___ 	 : 	 : 	 	 	 	 	 	

-------
GA0024104:   Fieldcrest Cannon,  Inc.,  in Eden,  is  in the Textile Mills Category  (40 CPR
410,  Subpart F;  Carpet Finishing)  and manufactures; 285,000 Ibs/d of tufted carpets
(SIC  2272).  The manufacturing  processes  are tufting, dyeing, latexing or backcoating,
drying, inspection, warehousing, and shipping^  Wastewater treatment facilities
consist of a lint screen, two aerated basins  in parallel, and clarification, followed
by four polishing ponds that  operate  as two groups of two ponds  in series.  There is
also  one  ash settling lagoon.  Outfall 001  discharges 1.0 MGD from the final polishing
ponds and Outfall 002 discharges 0.21 MGD from the ash settling pond.   Both outfalls
empty into the Chattooga  River.  Effluent limitations for BOD5, phenols, and total
chromium are based on water quality standards.  Limits for COD and TSS are based on
EFT/BAT guidelines.  The permittee shall not discharge an effluent which kills 10% or
more  of the exposed test  organisms (unspecified)  in 96 hrs.  or less,  when exposed to
an effluent concentration equal to the Instream Waste Concentration,  if toxicity is
suspected,  a study plan must be submitted for performing 48-hr acute static renewal
toxicity  tests.  If toxicity is  found, the permittee  must submit a Toxicity Reduction
Evaluation  plan detailing the steps to be taken to eliminate toxicity.   TRE       ...
implementation must be completed within 270 days of  State approval.  The TRE plan will
be considered complete when the toxicity is eliminated.  If toxicity is not initially
detected, the State may require 48-hr acute static renewal toxicity tests upon
notification.  Chronic toxicity tests may also be required on a case specific basis.
Biomonitoring will be required  at  a minimum of once  every three years.
Effective Date:  March 7, 1988
Expiration Date:  November 1, 1992
                                                Final Permit
                            Abstract Date:  December 1, 1988
                               EFFLUENT LIMITS (FINAL)

GA0241Q41:  Fieldcrest Cannon, Inc.
       Pollutants
Outfall
Avg./Max. Limits* and Units
                                                                          Monitoring
Flow
BODS
TSS
COD
Chromium (Total)
Phenols "
Sulfide
Dissolved Oxygen
Color (ADMI)
PH
Flow
TSS
DH




*Avg. Daily/Max.
: 001
:
•







: 002






Daily
:monitor only
: 400/800 Ibs/d
: 1567. 5/3135 • "
: 10. 000/20, 000 "
:5.7/8.46
:— /5.7
:11.4/22.8 .••"-:•
:3.0 mg/1
:monitor only
:6.0 - 9.0
: monitor onlv
: 30/100 mg/1
:6.0 - 9.0





:l/d
total
:l/w grab

, .• ••• • ' . "
•I/a
. "
, ., "
:l/w
jl/q
:2/m
s2/m
. n
:2/m
0 •
o

1 o

• • n . . <•',.
' ".: :-.
. n ..'/•
ti . .
- n
"',-. - . ' .-.
..I''"' '.';.,."
n • - -• -'
instant. '
grab







-------
GA0026735: •,-•• Amercord. Ine; located in Lumber City, manufactures brass tire cord, and
bronze bead wire  (SIC 3496, 3315, 3471, 3313);.   The manufacturing process :consists of
reducing steel rod down to an intermediate wire size, finishing the bead wire by     -
electroplating it* drawing it! down further intofine wire, and bunching it into
various construction to make tire cord.  This facility'is in the Metal Finishing
Category (40 CFR 433)  and discharges 0.750 MOD of process wastewater via Outfall 001
to the Ocmulaee River.  Cyanide wastewater is treated by a two-stage 'alkaline      .
chlorination and is then blended into the remaining wastewater.- Total wastewater is
treated by two-stage pH adjustment, flocculation, lamella settling, and is then routed
through a pond before being discharged.  A planned expansion in the next couple of
years will include a large equalization tank and ah additional lamella filter, as well
as some type of polishing filter for, solids removal.  Effluent limitations for silver^
copper, lead, and chromium, are based^ on State  water quality standards.  The remaining
limitations are based (on  effluent guidelines.  The permittee shall hot discharge an
effluent which kills 10%  or more of the  exposed test organisms (unspecified) in 96
hrs. or less,  when exposed to an effluent concentration  equal; to the Instream Waste;
Concentration.  If toxieity is suspected, a study plan must be submitted for         -
performing 48-hr  acute static renewal toxieity  tests.  If toxieity is found,- the
permittee must  submit a Toxieity Reduction Evaluation plan detailing the steps to be-
taken to eliminate toxieity.   TRE implementation; must be completed within -270 days of
State approval.  The TRE plan will be considered complete when the toxieity is   .
eliminated.  If toxieity  is not initially detected, the State may require 48-hr acute
static renewal toxieity tests upon notification.  Chronic toxieity tests may also be
required on a case specific basis.  Biomonitoring will be required at a minimum of
once; every three  years.                                  :
Effective Date:  August 31, 1988
Expiration Date:  August 1, 1993
               Abstract Date:
    Final Permit
December 7, 1988
                               EFFLUENT LIMITS  (FINAL)
GA0026735:  Amercord,  Inc.

       Pollutants         Outfall
Ava./Max. Limits* and Units
     Monitoring
''"••'."•••' , • '-.;•'- •-•'•••'•••• -'-"'. ' " '• •'- ' • . .'"•'• • ' •'• " • . -
FloW
TSS >, - ..
Zinc •-;."
Cc-Doer
Cyanide , A
Cyanide (Total)
Lead
Oil and Grease
Cadmium
Chromium (Total) .
Nickel
Silver
pH
TTO**
Flow

Cyanide (Total)

: 001 : monitor only
, : •,::•• :31/60 ira/l
.-.. i il.48X2.61 "
: :2.07/3.38 " •..-.;•...•
, , : 0.17/0. 34 ka/d (0.37/0.74 Ib/d)
: :0;45/0.90 " (1.0/2.0 ,/" )
: :0. 43/0. 69 ma/1
: :26/52
: :0. 07/0.11 " :
: sl.71/2.77". "
: :2.38/3.98 ;-' /• ,
,•'••."• •-'. '-'• .:--/6.13 V -.-" / .; :" •••• , • • .'-•/-'- - :••:
: :6-0 - 9.0 ' .''"".
: :--/2.13 ma/1
Cyanide Destruct System .-- . monitor only
: : 0.32/0. 86 ma/1 •
: :0. 65/1.20 " , , ;
•.•••. . -• -, - ••• .- • ' ,-'-; • J • ':•:•• •'•'.•. . • • '•'.•
•. -.-.'• "..•'-'-.•.•- ' . .' .•-• .•-. - - - " .'„ - ' "".••.•• '-," " . •. , :
*Ava. Daily/Max.
**TTO includes all
3/w instant.
1/W grab
n ii
n •«'_..-

n > n
n - • . • • • . n - ., * . •_ •
1/y; "
n . ' n .. ;. .;
.."'.' • " . ••' -"••
. • n '•', it
• n -•. n .-. • .• "
1/W, "
1/y, "
continuous
1/w arab
- n.- ; . . '-- . n. • .'. '• ..
.:-'•* .\... ;•/. .-'. "--'.'

Daily . v • ;-..'.•'•.•'' ,-••-• -'•'"". "•• . '.'•' • -- •---'•• •.. '••-'•• ••-.•:--••
m- naramel-erps listed in 40 CFR 433.11'feV. All - -parameters with
quantifiable values areater than 0.01 ma/1 wil.- be added to determine TTQ* — _ 	 _

-------
GAQ049336:   The Procter fc Gamble Cellulose Company,  located in Oglethorpe,         :
manufactures bleached kraft market communitiqn pulp,  using a "full cook" process
employing a highly alkaline sodium hydroxide  and sodium sulfide cooking liquor
(SIC 2611).  The facility is in the Pulp, Paper, and Paperboard: Category (40 CPR 430,
Subpart G;  Market Bleached Kraft)  and produces  1400 air dried tons/day.  Outfall 001
discharges 8.59 MGD of process wastewater into the Flint River.  The  wastewater
treatment facility is comprised of a comminutor. chlorination. a bar screen, pB
             a primary clarif ier. t^o aerated  lagoons, a final stabilization lagoon.
                                                                                  .
ana a holding pond.  The in-plant abatement and control provisions include separate,
storm, process, and sanitary waste sewers; reuse or" storage of chemical spills;
countercurrent washing; process water  reuse; and sewer monitoring.  Production-based.
effluent limitations for BODS  and TSS  are based on  USES guidelines proposed on 7/6/76,
which are  more stringent than  the promulgated NSPS  or BPT guidelines.  The permittee
shall not discharge an effluent which kills 10% or more of ,the exposed test organisms
(unspecified) in 96 hrs. or less,  when exposed to an effluent concentration equal to
the Ingfrceam Waste Concentration.  If toxicity is suspected, a study plan must be
submitted  for performing 48-hr acute static renewal toxicity tests.  If toxicity is.
found, the permittee must submit a Toxicity Reduction Evaluation plan detailing the
steps to be taken to eliminate toxicity.  TRE  implementation, must be completed within
270 days of State approval.  The TRE  plan will be  considered complete when the
toxicity is eliminated.  If toxicity is not initially detected,  the State may require
48-hr acute static renewal toxicity  tests upon notification.  Chronic toxicity tests
may also be  required on a case specific basis.  Biomonitoring will be required at a
minimum of once every  three years.
Effective Date:  October 6, 1988
Expiration Date:  September 1, 1992
                                                      Abstract Date:
    Final Permit
December 1, 1988
                               EFFLUENT LIMITS (FINAL)

GA0049336:  Procter & Gamble Cellulose Company

       Pollutants.         Outfall     ' Avg./Max.  Limits* and Units

Flow
BODS (Mav-Oct.)
(Nov. - Apr.)
TSS (Mav - Oct.)
(Nov. - Apr.)
Color
BOD20
Dissolved Oxygen**
Production (Air Dried Tor
DH



. , . m ••.'•'-•"".'
001 imonitor only
: 3366/6541 kg/d
: 6731/10. 465 "
: 3683/6795 "
: 7366/10. 872 •"
imonitor only
. n ' • ,
: Continuous
(7420/14.420 Ib/d) :l/d 24-hr comp
(14,840/23.072 " ) : " "
(8120/14.980 " ) : " "
(16,240/23,968 " ) : " "
	 . n n ' "
il/m "
:5.0 ma/1 (never < 4.0 ma/1 V ;l/w TTHRR aanop
s) rmoriitor only
:6.0 - 9.0



- *Ava. Daily/Max. Dailv
**Weekly sampling when the Flint River is below 1000
be measured in the morning at a depth of one meter
. Georgia Rwy. 27, Joe's Island, US Hwv. 280.
.^/ci total
: " grab

. -.
.

cfs. Temperature and E^.O. is to
at the following stations :


-------
HI0000191:  Hilo Gbast Rrocessing Company-Pepeeikeo Mill is located approximately 1/4
mile south of Pepeekeo Point/ Hawaii, and produces raw sugar from sugarcane (SIC 2061)
in the Sugar Processing Category  (40 CER 409).   The raw sugar is sent to California fo
refining.  Three outfalls discharge to the Pacific Ocean.   Outfall 001 is wash and
flume waters, nonoontact  cooling  water, and supply tank wash water (19.1 mgd); 001 is
not treated.  Outfall 002 is surface runoff from the mill processing area (0.0-0.3 mg
that passes through a single settling pond before reaching the ocean.  Outfall 003 is
wastewater from the sugarcane washing process (5.3 mgd) which is pumped through a
series of settling ponds to remove the suspended solids.  Polymers are added to
increase sedimentation; prior to discharge.  The basis of the permit limitations is the
effluent guide! i nes for Subpart G, Hawaiian Raw Cane Sugar Processing Subcategory;  :
Color photographs must be taken to record the appearance of the receiving water in the
area influenced by the facility's  discharges;  photographs must also be taken of a
reference area unaffected by the discharges.  By 1/30 of each year,  a summary of all
chemicals used for cooling and/or boiler water treatment and for wastewater treatment
is required^  The company is to apply to the State of Hawaii for a zone of mixing for
the discharge by 2/1/87, and ensure that it be ^granted and effective not later than
7/2/87.  The permit contains a standard reopener clause for toxic pollutants.
Effective Date:  March 1, 1985
Expiration Date:  February 28,
1990
Abstract Date:
  Final Permit'
March 11, 1986
                               EFFLUENT LIMITS (FINKL)

HI0000191:  Hilo Coast Processing Company

       Pollutants         Outfall      Avg./Kkx. Iiimits*and Uhits
                                          Monitoring
: : " ' .
Flow :001,002,
TSS : 003
Appearance of Discharge Plume
Gross Cane Processed (tons)








, • •:




'


.





monitor only
3.6/9.9 Ib per 1000 Ib gross cane**

report****






... . •

•
-

S~
-
• : •• - • . • -•.-•-.-

continuous
1/w canp
2/y ***
1/w comp












    *Daily average/daily maximum
   **6ross cane= total sug^trvane,  soil, and debris received at the mill for
     processing.       _     '  •    __ .           _ ;   . •
  ***Using color photographs .
 ****When monitoring for TSS.

-------
HE0000281:  She California & Hawaiian Sugar Company, located in Mea,  Hawaii,  receives
raw sugar from one or both of the two raw sugar facilities on the island.  Through a •
series of refining operations, the plant produces bagged granulated sugar and,liquid
sugar (SIC 2062), with molasses as the main by-product.  Production is reported as a
daily average of  200 tpd of refined sugar.  The facility is in the Sugar          -,-,.
Processing Category (40 CFR 409) with two discharges to Aiea  Stream, which flows to
the East Loch of Pearl Harbor.  Outfall 001 consists of 3.1 mgd of condenser cooling
water and Outfall 002  consists of 0.12 mgd of condenser cooling water and boiler    •
blowdown; both outfalls  enter the stream without treatment.  The pH limit is based on
BCT guidelines,, and the BOD-5 and TSS limits are based on BPT guidelines, found in
Subpart B, Crystalline Cane Sugar Refinery Subcategory (40 CER 409.27, 409.22,
respectively);  the limits are calculated using the production rate mentioned above.
The basis for the temperature limits is BPJ.  By 7/15/84,  C & H was to apply to the
State of Hawaii for a  zone of mixing and ensure that it was granted and effective not
later than 10/15/84.  She permit is to be reopened if any applicable limitation    .
promulgated is more stringent than any limit currently in the permit or controls any
pollutant not limited  in the  permit.  Biomonitoring procedures or the submittal of a
BMP plan  are not required.   ,                   .'.„                     i          -,-
Effective Date:
Expiration Date:
June 30, 1984
June 30, 1989
                 Abstract Date:
  Final Permit
April, 28, 1986
                               EFFLUENT LIMITS (FIN^L)

HE0000281:  California & Hawaiian Sugar Company
       Pollutants
        Outfall
Avg./Max. Limits* and Units
   Monitoring

Flow
BOD-5
TSS
Temperature
pH
Tons of Melt
















)01,002**
002**


















-

monitor only
78/216 kq/d** 0 . 86/2 . 38 Ib/ton melt
16/49 " ** 0.18/0.54 "
41/43 C
6.0-9.0
report










-
.
"


.. :• . '.j . . . .

1/w 
-------
HTOQ21059:  Marine Culture Enterprises operates a marine shrimp farm (SIC 921) in
Kahuku, Oahu,which consists of enclosed raceways, broodstock ponds, and larval
rearing areas.  Approximately 1.3xlOE6 Ib/year of shrimp are currently being produced
for commercial sale, and are fed  l.OxlOES Ib/month of food.  This is based on the two
hectares of raceways currently being vised which generates 15 ragd of aquaculture
process wastewater.. If social, economic and environmental concerns are favorable,
expansion of up to six hectares of raceways would be covered by this permit.  It is
estimated that six hectares of raceways would generate approximately 34 mgd of
aquaculture process wastewater which would enter the Pacific Ocean.  Treatment of the
wastewater is not specif ied.  The facility is in the Fish Hatcheries and Farm
Category. The permit limitations are based on water quality star^irte.  The facility
has, however, requested a modification to increase the present: discharge concentration
limits.  Interim  limits  have been proposed based on EPJ beginning the effective date
of the permit modificatic«n and lasting through 1/31/88.  During the interim period,
additional water  quality data will be collected to,evaluate potential impacts on the
ocean; final limits will then be  established, lasting from 2/1/88 through 10/31/89.
By 4/30/89, the facility is to apply to the State of Hawaii for a zone of mixing and
ensure that it is granted and effective not later than 11/1/89.   The permit  includes a
standani reopener clause for toxic pollutants.
Effective Date:
Expiration Date:
November ,1, 1984
October 31, 1989
                 Abstract Date:
  Final Permit
April 28, 1986
                               EFFLUENT LIMITS (FINAL)

HI0021059:  Marine Culture .Enterprises
       Pollutants
        Outfall
Avg./Max.. Limits and Units
  Monitoring
Flow ..::• 001
BOD-5 :
Suspended Solids :
•TKN..- - ,.,,.;„,.,..• , ...: .-„ •
Ammonia Nitrogen . :
Nitrate & Nitrite Nitrogen
Orthophosphate Phosphorus
Total Phosphorus :
Turbidity :
pH

' .. ' 	 ; .--' . -.. " • _' ' . .• r • "

., . ;'. :';••' '.. ::-.'. -. ''. .1- , •.'•'',-


--' . • -•'••'•,' , . •

., . , ..^ ' • . . '

', . -. •• - „ . - •
• "

-
'
.*
T •
•-
-
'
• •
.-. '

• - • • -
. ••>• • . "•• •::-•

-...-' . -.-• . ... .. :•..•'.,.•"
••.-,•.-.. •, .r •:....
report
:continuous
~/10 mg/1 "•'.-,...• :l/w oomp
— /15
—/no
— /2
— /3.5
. , n. _ .. _ v- . • . . . - ,
ugN/1
ug NH3-N/1
ug N034-N02-N/1
— /5 . ug PO4-P/1
— /16
— /0.20
8.1 plus
ug-P/1
N.T.U.
or minus 0.5 units
• - " . L • '" "'




..""•' . .',-.,"'-._



""-... •/ . . . .,--.. ; - . . ., , . . •- ".- ••
;- ' " - -.-,"--• "- ':
-. '-'•' ' : "' •• '•'•,--. •- *
• - -. , ''„.'' • ' - ' ' -
n n
1/m
II
. ' M
• • : "', ;- :
- , . » ,. .^.
-- - ,11 t,
not specified



-'-':- : •'' - ""-:".


'- ' ' '-'-'.

.

' .- ' ' . ' '
. '


-------
IA0000191:  Quantum Chemical Corporation,  in Clinton, produces 1,109,650 Ib/d of low
density polyethylene, 880,000 Ib/d of high density polyethylene,  and 2,282,000 lb/diof
ethylene and propylene  (SIC  2821,  2869).  This facility is in the Organic Chemicals. .
Plastics, and Synthetic Fibers Category  (40 CFR 414, Subparts -D,  F, and I).  Outfall "
001 discharges effluent from the final polishing pond,  which receives wastewater-from
the following sources: process wastewater, treated sanitary water, treated stormwater,
cooling water and settled stormwater.  Outfalls  002, 003, 004, and 005 dischiarge .<. •
stormwater  runoff.  Outfall 001 empties into the Mississippi River, whereas the
remaining outfalls empty into Rock Creek.  Wastewater treatment consists of
equalization^ neutralization, chemical addition, flocculation, primary clarification.
activated sludge, and final clarification prior to discharge,.to the final polishing
ppndL.  Sludge is aerobically digested.  Outfalls 002 and 003 are  equipped with pellet
£tSBS/ and Outfalls 004 and 005 pass through settling ponds.  Effluent limitations are
based on the categorical effluent guidelines.  No biomonitor ing requirements or BMPs
are included in the permit.                         •-....                            ',
Effective Date:  October 14, 1987
Expiration Date:  October 31, 1991
Abstract Date:
  Final Permit
April 10, 1989
                               EFFLUENT LIMITS  (FINAL)
IA0000191:  Quantum Chemical Corporation  (Page 1 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                  Monitoring
Flow : 001
BODS :
TSS :
Acenaphthene :
Aery Ion itrile :
Benzene :
Ethylbenzene :
Fluoranthene :
Naphthalene :
Phenol :
Benzo (a) anthracene :
Benzo (a) ovrene :
3,4-Benjjpfluoranthene :
Benzo (k) fluoranthene :
Chrvsene :
Acenaphthylene :
Anthracene :
Fluorene :
Pi^enantftrene :
Pvrene :
Toluene :
Carbon Tetrachloride :
Chlorobenzene :
2, , 2 , 4-Tr ichloroben zene :
ffexachlorobenzene :
Hexachloroethane :
1 „ 1-D ichloroethane :
2., 2-pichloroethane :
1,1, 1-Tr ichloroethane :
1,1, 2-Tr ichloroethane :

:2
.14/3.
67
: 347/926
: 569/1848
;0
;1
?o
•n
;0
•n
;n
• n
•n
?o
;0
•n
TO
•n
•n
•n
•n
•0
•n
•n
rn
•n
•n
•n
•n
•n
•n
.
.30/0.
.34/3.
.52/1.
.45/1.
.34/0.
.30/0.
.21/0.
.30/0.
.32/0.
.32/0.
.30/0.
.30/0.
.30/0.
.30/0.
.30/0.
.30/0.
.34/0.
.46/1.
.25/0.
.21/0.
.95/1.
.21/0.
.29/0.
.30/0.
.95/2.
.29/0.
.29/0.

82
36
R7
50
95
82
36
R?
R4
84
82
R?
82
R?.
R?
R?
93
43
54
39
94
39
yc;
R?
93
75
RO

MGD
Ib/d
ID
n
m
it
19
It
it
ri
it
ri
n
ri
n
ti
n
n
n
ri
ti
ti
ii
n
n
n
«
n
n
ii





(20/52 ma/11
(32/104
(0
(0
(0
(0
(0
(n
(0
(0
(0
.017/0
.075/0
.029/0
.025/0
.019/0
.017/0
.012/0
.017/0
.018/0
JO:. Q.ISZQ.
(0.017/0
(0
fo
(0
(0
(n
(0
(n
(0
(n
(0
(0
(0
(0
(0
(n
(n

.017/0
.017/0
.017/0
.017/0
.017/0
.019/0
.026/0
.014/0
.012/0
.053/0
.012/0
.016/0
.017/0
.053/0
.016/0
.016/0

.046
.188
.105
.084
.053
.046
.020
.046
.047
.047
.046
.046
,046
,046
.046
.046
.052
.080
.030
.022
f!09
.022
.04?.
.048
T164
,042
.045

n )
n \
n \
n \
it \
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it \
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" \
it j
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n ^
n \
n . V
n \
n \
ft \
n )
n \
n \
" )
n ^
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continuous
4/W
n
1/W
24-hr

..- •• "
comp


1/m gr?^
1/w
n n
n
n
24-hr
n
comp

•it , . n
n . , ,, . »..
it
n
	
"
if
n
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n n.
n
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it
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n




arab
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n

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M
24-hr
n
n

comp


n arab
n
n
n



n ' n


-------
                             . EFFLUENT LIMITS  (FINAL)
IA0000191:  Quantum Chemical Corporation  (Page  2 of  2)
       Pollutants
Outfall
                                       Avg.vlMax. Limits  and^Units.
Monitoring
Chloroethane
       sl.45/3.73  Ib/d  (0.081/0.209  ma/1) sl/m  arab
Chloroform
       s0.29/0.64   "
                                                    (0.016/0.036    "
2-Chlorophenol s
1.2-Dichlorobenzene s
1.3-Dichlorobenzene s
1.4-Dichlorobenzene :
1 . 1-D ichloroethylene :
1 , 2 Tr ans-D ichlor oethvlene
2.4-DichloroDhenbl s
1.2-Dichloropropane :
1. 3-D ichlor opropylene s
2,4-Dimethylphenol i
2.4-Dinitrotoluene s
2,,6-Dinittotoluene s
Bis (2-ChloroisoproDvl) ether
Methvlene Chloride :
Methvl Chloride s
Hexachlorobutad iene s
Nitrobenzene :
2-Nitrophenol :
4— Nitrophenol s
2,4-Dinitrophenol :
4^6— Dinitro— o-cresol :
Bis (2-ethvlhexyl) ohthalate
Di—n— butyl phthalate s
Diethyl phthalate :
Dimethyl Dhthalate :
Tetrachloroethylene s
Tr ichloroethylene s
Vinvl Chloride :
Chromium (Total) :
Copper " \ V
Gvanide " . ...
Lead " ••••••••
Nickel ." :
: 0.43/1. 36 .
: 1.07/2. 27
: 0.43/0. 61f
:0. 21/0. 39
; 0.21/0. 34
: 0.29/0. 75
: 0.54/1. 55
: 2. 12/3. 19
: 0.41/0. 61
:0. 25/0. 50
si. 57/3. 96
:3. 55/8. 91
s 4. 18/10. 51
sO. 55/1. 23
:1. 20/2. 64
: 0.27/0. 68
: 0.37/0. 95
:0. 57/0. 96
sl.00/1.73
s 0.98/1.71
si. 09/3. 86
si. 43/3. 87
s 0.37/0. 79
si. 12/2. 82
sO. 27/0.66
sO. 30/0. 79
sO. 29/0. 75
si. 45/3. 73
s2. 96/7. 39
s 3. 87/9. 01
si. 12/3. 19
sO. 86/1.84
s 4. 52/10. 62
n
n
n
,n
n
n ( , '
;tt / .•_.. .
n
n
n
n
n
n
it
it
it
n
n
n
n
n
n
n
n
n
n
n
it
n
n
n
if * , ,
it :
(0.024/0.076
(0.060/0.127
(0. 024/0, 034
(0.012/0.022
(0.012/0.019
(0.016/0.042
(0. 030/0. 087
(0. 119/0 i!79
(0.023/0.034
(0.014/0.028
(0.088/0.222
(0.199/0.499
(0.234/0.589
(0.031/0.069
(0.067/0.148
(0.015/0.038
(0.021/0.053
(0.032/0.054
(0.056/0.097
(0.055/0.096
(0.061/0.216
(0.080/0.217
(0.021/0.044
(0.063/0.158
(0.015/0.037
(0.017/0.044
(0.016/0.042
(0.081/0.209
(b. 166/0. 414
(0.217/0.505
(0.063/0.179
(0.048/0.103
(0.253/0.595
.' .".•
n
n
n
n
n
;ll
It
It
It
It
« "
II
II
n
it
n
n
n
it
n
n
; B
"
n
n
it
. it
•it
" ,
it
n
n
).:'."' 24-hr como
) . " "
) . n , n
) -. n - -•«• '•• ..'-.
.-)•••: "'•'•• arab
'.)'." "
) s " 24-hr, comp
) s " arab
) . " "
) s ' " 24-hr comp
y . n n
\ . . it it
\ . n n
) s " arab.
\ . It i It '-.
) s " 24-hr comp
\ . n n .
\ . n n •
\ . n it
\ . it n
) . " n
\ . n it
\ . n n
\ . n . n
) ....•"•-' "
) s " arab-
) s " "
) s "•' ^ :
V s ". 24-hr coiHD
\ .... ,, n • n
) s " arab
) ':••-" 24-hr comp

Zinc
       s2. 80/6. 96
                                                    (0.157/0.390
oH
       :6.0 - 9.0
                                                                             arab
Temperature
       :Not to cause a violation of ! Iowa
                                                                        tcontinuous
                                 s Water Oualitv Standards
RAW INFLUENT TO TREATMENT FACILITY
   Flow
       : monitor onl
                                                                       : continuous
   BODS
                                             :4/w 24— hr com
   TSS
    H
                                             :5/w   arab
   Temperature
                                             scontinuous
AERATION BASIN CONTENTS
   Dissolved Oxvaen
       rmonitor onl
                                                                       scontinuous
   MLSS
   Temerature
                                              5/w
                                            jicontiniious
   30 Minute Settleabilit
                                             s5/w   arab
AEROBIC DIGESTER CONTENTS
   Dissolved Oxvoen	.:
                                 smonitor onl
                                             : continuous

-------
IAD002089:  Oscar Mayer Food Corp../  located in Perry, Iowa,  is a meat packing plant
engaged in hog slaughtering  operations (SIC 2011)  which include animal holding,
slaughtering, stomach removal, trimming,  cutting, and deboning.   The facility is in
the Meat  Products Category (40 CER 432), and slaughters an average of 1,359,000 pounds
of hogs per day  (Live Weight Killed),  ttiere is a single discharge  to the North Racoon
River through Outfall 001 consisting of process and sanitary  wastewaters,  boiler blow-
down, and cooling water.  All wastewaters from the plant flow through a treatment
facility consisting of screening, flotation, trickling filter, aeration,  settling, and
chlorination before flowing  in an open channel to the river,   A holding pond will  -
provide storage during treatment process upsets or equipment breakdowns.   Digested
sludge is applied to nearby farmlands (0.03 mgd).   Oscar Mayer has  installed a     >
rendering plant scrubber system  for odor control, and the scrubber  effluent is routed
to the wastewater treatment facility.  Hie permit limitations are based on a
combination of Iowa water quality s^™ta-nds and EPA effluent guidelines for the meat
products industry.   Both mass and concentration limits are imposed.  A SPCC plan is on
file with the Iowa Department of Environmental Quality. t One permit does not contain
biomonitoring requirements.                          ;              '.
Effective Date:
Expiration Date:
June 29, 1984
 March 31, 1989
Abstract Date:
  Final Permit
;March,25, 1986
                               EFFLUENT LIMITS (FINMj)

IA0002089:  Oscar Mayer Food Corp.                   ,  .

       Pollutants        Outfall      Avq./Max. Limits and Units
                                                        Monitoring

Flow
BOD-5
TSS
Ammonia Nitrogen (as N)
(Apr. 1 - Oct. 31)
(Nov. 1 - Mar. 31V
Oil and Grease
Fecal Colif orm
PH








001
•




.



'



.

•
1.2/2.5 mgd
312/625 Ib/d
372/744

— /65 Ib/d plus 5
--/110 "
119/238 Ib/d
— /400 per 100 ml
6.0 - 9.0







. . - '.'• :
:l/d
31/62 mcr/1 :4/w
37/74 " : "
- •, -• • • ••:•
Ib/cf s* 12/24 mcr/1 :4/w
* 12/24 " : "
19/32 " :l/w
:l/m
.**
: ;.
J
•• .'- • :
• • . • . ' i ' ' -
- .. • :
:
. • • / :

24 hr total
24.hr camp


24 hr comp
ir
qrab






• • - i -


  *For each cubic foot per second (cfs) of sta^am flow above 16 cfs an additional
   5 pounds of ammonia may be discharged.	.	-•
 **Mcxnitoring is as follows;  3/w qrab—raw effluent to treatment plant; 1/w grab--
   aeration basin contents, digester clarifer overflow; 5/w grab—final effluent
   from treatment plant.	••..'•. :  '''•'.'  '    '•    •-'• .  -' ' •'•

-------
1AQ003387:  Chevron Chemical Company in Fort Madison, Iowa, is in the Fertilizer,
Manufacturing Category (40 CFR 418),  and  produces  nitrogenous fertilizers (SIC  2873).
Production includes anhydrous ammonia (300 tpd), nitric acid (300 tpd), ammonium
nitrate  (300 tpd), two types of mixed fertilizer (650 and- 700 tpd respectively)  and
urea (200 tpd).   Outfall 001 is process wastewaters and boilerSlowdown (intermittant)
which collect in a holding sump;  The sump discharge is mixed with noneontact cooling
water (0,03 mgd) from Outfall 002 prior to entering an equalization lagoon for     !
treatment.  Outfall 003 is tempering water (0.02 - 0.03mgd) routed to the lagoon for
the purpose of moderating the temperature of the lagoon water before discharge via a
channel through Devils  Island to the Mississippi River.   Sludge is disposed of in a
landfill.  Permit limitations are based on BAT effluent guidelines for the fertilizer
industry, with the exception of the temperature limit for 002 and 003 which is based
°n Iowa water Quality standards.  The facility has submitted an SPCC plan.  The  permit
does not .include requirements for biombnitoring.                   ~~            ^"\
Effective Date:
Expiration Date:
January 31, 1985
December 31, 1989
                 Abstract Date:
  Final Permit
April .21,. 1986
             -   :               EFFLUENT IOMITS (FIML)

IAQ003387:  Qievron Qiemical Company
      Pollutants
        Outfall
Avg./Max. Limits* and Units
                                                                         Monitoring

Flow 001
Armpnia-N -."'••
mtrate-N »
Organic-N
Oil and Grease "
Flow 002
Temperature ..
Temperature 003
PH*** 002




. .- . •••• .--..•. ...--••. . - • •. -





-. • -
• • ••' ' - « • .
•:-•...,.-.• , • : : .•
•• " • ; ••.-'•.•-•• : '- .-.. ' ' -. .; -..- • . • --•--..
monitor only ,
195/457 Ib/d
148/476 »
96/180 "
10/15 ma/1 ,
43/57 mod , •
** • •• • ,. • .:- .' ;. ""•~~: ; " —
** -•. - •' • • :• -. ;• . - " • -•', •
6.0/9.5 ;•/'.'•
:l/d 24 hr total
: 24 hr comp
• H . . T
• : ' • •-' n •-.•" • '
; grab
' : 24 hr total
: tjzsb
. . • - n . • -•
• ... II . ; - • •
....... . . ........
.'...- - • ' • - -' • ' ' •• ' - " : '
--'•••• :-•'•• ' • . '. • •-:-•-•••'.•
- - • - - • •---••• .'•-•• • • . :
:.•'• '- ,.-: '. : •-.- , .•••• ••"-.;•,-• •'.;•'•. . •.:.-•••. -.-.;•
", '" .-',', - - ' . " ',-,,. " • ". . ; , • . '*
"- . - - •- - • , - •-:"... . • • -. ' •
- ' - ' - • .->=••. .- ". m . ' •' -
-' • -..>•• . f • ° , , i - • ' ' . ' - \ '• •• • - , '-'-.'.
-- • - " - ' • , ' I ' - . '
1 ." • ''':•-' • . -" - .
-- • - . • -".*'.'-
.•'..-..' '•.-''• - ' - ' --
*Daily average/daily maximum
**Shall not cause a violation of Iowa Water Quality Standards
***pH limitations apply to Combined discharges from 001 and 002.
Excursions are allowable as described in 40 CFR 401.17





-------
IAQ003522:  Kkwkeye Chemical Co., of Gamanche, Iowa, inanufactures ^fertilizers includin
685 tpd of ammonia, 400 tpd of nitric acid, 251 tpd of urea liquor, 350 tpd of liquid
carbon dioxide, and 90 tpd of urea formaldehyde solutions (SIC 2873) in the Fertilizer
Manufacturing Category (40 CFR 418).  Process wastewater, cooling tower blowdown, and,
stormwater runoff are discharged to  the Mississippi River via a 9,750 foot long
submerged pipe  (Outfall 001).  The treatment used  for the plant wastewaters is not
specified in the facility's permit or fact/rationale sheets,  The permit limitations  •
are based on BPJ and effluent guidelines for the fertilizer industry.   The permit does
not contain biomonitoring requirements or a BMP plan.                   t
Effective Date:
Expiration Date:
July 26, 1984
 June 1, 1989
Abstract Date:
   Final Permit
•March 11, 1986
                               EFFLUENT LIMITS  (FINKL)
 IA0003522:  Hawkeye Chemical Co

                           Outfall
                                                         Monitoring

Flow : 001
TSS :
Ammonia (as N) 	 :
Organic Nitrogen (as N) :
Nitrate (as N) :
Total Chromium :
Oil and Grease :
ffl •-

•
•
On days vdien urea formaldehyde is
as follows: :
•
Amronia (as N) 	 :
Organic Nitrogen (as N) :


•
•
.
•
. ,
-. :

1.85/2.80 mgd
463/926 Ib/d 30/60 mcr/1
390/779 "
135/256
170/408
17/36 " 2/4 mcr/1
258/385 " 16.7/25
6.0 - 9.0

•
• .
being produced, additional increments

. ,
0.31/0.61 pound/ton/day
0.21/0.39 "


. • •• . • •


• • • :...'•- • , •• •-'-.
. ' ~


continuous
1/di grab


" . " -
" - "'


•

•
are allowed


1/d grab



1


,



-------
IA0003611:  The Iowa-Illinois Gas & Electric Company operates a steam electric
generating facility  (SIG 4911)  in Bettendorf and is in the Steam Electric Generating
Category  (40 CFR 423).  Nine outfalls discharge into the Mississippi Rivgr anri .a>«»-.
described as follows: 001 - boiler blowdown; 004 - ash retention pond discharge; 005.-'<-•.
boiler blowdown; 009 -  boiler cooling water, boiler ash pit seal water, and yard   •
drains; Oil - transformer cooling water; 013 - continuous' cooling water, turbine oil
cooler, and turbine bearing cooling water; 014 - cooling water from turbine condenser,
hbuse service' air,  and oil coolers;  015 - cooling water from turbine condenser and
unit oil cooler; and 018 - condensate polisher water,  water from floor drains, and
seep water.  Effluent limitations are based on effluent guidelines.  BPJ,  and water
quality standards.                                                             ,  ;
Effective Date:  August 28, 1986
Expiration Date:  June 30, 1990
                              Abstract Date:
                                   Final Permit
                                 April 10, 1989
 .       ,    .;     ,              EFFLUENT LIMITS (FINAL)

IAOOQ3611:  Iowa-Illinois Gas & Electric Company
       Pollutants
Outfall
Avg.Atex. Limits and Units
                                                                          Monitoring
Flow
TSS
Oil and Grease
Temperature

Flow
TSS (Net)
Oil and Grease
DH
Flow
TSS
Oil and Grease
Temperature

Flow ...
TSS (Net)
Oil and Grease
pH
Flow
TSS (Net)
Oil and Grease
PH
Flow ,
Total Residual
Temperature

PH




: 001
' •
a
^-^ 	 »_ 	 : 	 :_. .
:
•
: 004
• •
•
*
i 005
•
	 : 	 • 	 	 • 	 	 -
"• -•• •
•
	 : — : 	 : 	 -1 	
: -
s 009
- «
»
•
s Oil


a
	 ».._
013.014.015
Chlorine s

o
«
«
Q
e

:0. 003/0. 007 MGD
,: 30/100 mg/1
:15/20 " ' ' '• '.
:Not to exceed State water quality
: standards for Mississippi River
:1.0/1.95 MGD
:250/830 Ib/d (30/100 ,ma/l)
:125/165 '" . (15/20 " )
:6.0 - 9.0
:0. 001/0. 026 MGD
:30/100 ma/1
:15/20 "
:Not to exceed State water oualitv
_ : standards for Mississippi River
:0. 54/1. 44 MGD
:135/450 Ib/d (30/100 ma/lV
:68/90 " (15/20 " )
:6.0 - 9.0
= :0.4/1.44 MGD
: 100/334 Ib/d (30/100 roa/1)
:50/67 .", (15/20 " )
:6.0 - 9.0
.018 95/177 MGD •
:0.2 ma/1 (2 hrs./dav/unit - max.)
:Not to exceed State water quality
standards for Mississippi River
:6.0 - 9.0
•
*
: -•/.,,
s s ..-.•-..-.••
:l/w instant.
;l/m grab
.11 n
:l/d "
• - • . r •••_'.•-
;l/w instant.
:l/ra grab ' •
i - n •. n
. n n
:l/w instant.
:l/m grab
, . n n
:l/d
• - - ' ,
:l/w instant.
; 1/m grab
. n n
- - . n . n
:l/w instant.
;l/m grab
. " "
.' " ,-t ,:•- ."
1/d 24-hr total
;2/m grab
:l/d "
• . :. - •
:l/w grab
• ; . • . -
• *-
•
• : ?_

-------
IA0003620:  ADM Corn Sweeteners produces corn syrup, corn starch, corn oil,  corn    ;  ;
gluten feed and corn gluten meal  (SIC 2046) at their plant in Clinton.  , This facility
is in the Corn Wet Milling  Subcateaorv of  the. Grain Mills Category  (40 CFR 406,       _
Subpart A).  The mass limits are for the total plant wasteload and wastewater flow of
95.5 MGD to the Mississippi River from all ten outfalls  (bubble concept),  and are
based on effluent guidelines and BPJ.  Wastewater is treated in an activate^ sludge ...
system.  Effluent limitations  for BOD5 and TSS are to, be  calculated on a "net addition
basis' and only water withdrawn from and returned to the  Mississippi River may be used
in these calculations.                            ^
Effective Date:  August 15, 1986
Expiration Date:  August 1, 1991
                              Abstract Dates
                                   Final Permit
                                 April 10,  1989
                               EFFLUENT LIMITS  (FINAL)
IA0003620:  ADM Corn Sweeteners
       Pollutants
Outfall
Avo./Max. Limits and Units
                                                                          Monitoring
Flow : TPD * : 95. 5/143 MOD 7
BCD5 : : 11. 280/33. 830 Ib/d :
TSS : : 15. 610/62. 460 n .
pH : :6.0 - 9.0 :
Temperature : :The outfalls, either alone or in :
: : combination may not cause a violation
: :0ualitv Standards for Class A & B warn
Ammonia t 005 :~/13 mg/1 (summer)
: : — /36 " (winter)
Ammonia 	 j 002 ;monitor only • - • - ' 	 -•

OPERATIONAL TESTS LOCATION
jj"J.pw :1 or 2.6: monitor onlv
BODS : 1.2-7 :
TSS • 1.2 s
£2 	 ; 1,2 : "
Temperature 	 1^^2,3.4.5: " - • ' • — — <
SPtfcleable Solids : 2 : "
MT.S5 : 3.4.5 : " 	 —>
nisQolvpcJ Chfvaen : 3.4,5 : " 	 	 — >
30 Minute Settleability ; 3,4,5 : " 	 — .
. . • •"..•"• •.'...
SAMPMNG LOCATIONS 	 	 	 •
I. Wastewater from the collection pit in building #217. 	 	 ,
2. Effluent line form wastewater treatment plant. — - — _,
3, East aeration basin contents. '.:— 	 <
4, rpnter aeration basin contents. 	 — — — —
5» West aeration basin contents. --— 	
6» Peciroulation flow to the biological packed tower. 	 	
7» F.f fluent from the biological packed tower. 	





* TPD « Total Plant Discharge, consisting of ten outfalls 	 ___ — ___
/w 24-hr total
7/w 24-hr comp
n n
- grab
n • . ' n
of Iowa Water
i wafers.
7/w 24-hr comp
n n ,
i/w


/w 24-hr total
7/w 24-hr comp
n n ' ,
" grab
n n
n n
1 	 : 	 	 	 , 	 .'
n ii •
II II
" "
e " ' • •-.' \















-------
JD0000167;  Hecla Mining Company/ Star/Morning Mine and Millf located near Burke,
Idaho, 1.6 miles N.E. of Wallace, produces lead/ zinc/ and silver ore: (SIC 1031) In
the Ore Mining and Dressing category  (40 CFR 440).   The facility was closed on
June 25,  1982, and the present discharge ;(0.3 mgd)  consists of groundwater drainage
from the  Morning nine  site (Outfall 002), treated by sedimentation.  There is
presently no discharge  from the  Star  Mine site  (Outfall 001).  Future operations of
the mine  and mill are  anticipated, working  the upper section of the mine since the
lower sections have been flooded.  During the operating mode, .Outfall 001 discharges
1.13 mgd of process water and groundwater, and 0-3.0 mgd of runoff to Canyon Creek, a
tributary of South Fork, Coeur d'Alene River, Outfall 002 discharges 1.5 mgd (average)
of groundwater and runoff to this river.  Treatment consists of sedimentation,
flocculation^; chemical  precipitation, and discharge to surf ace water.  Under the
shutdown  mode, discharges  from 001 are not  authorized.  Limitations at 002 are based
on BPJ.   During the operating mode, limitations for conventional pollutants (TSS and
pH) are BPJ based on proposed 1982 BCT guidelines.   Toxics limitations for 001 are
based on  Baa? mine  and  mill guidelines  (40 CFR 440.13(a)(b).   Zinc limits were
calculated using flow proportions.  For 002, toxics limitations  are based on BftT mine
effluent  guidelines  (40 CFR 440.13(a)).  A fundamentally different factors  (FDF)
variance  for zinc is being considered separately from the permit reissuance. .Monthly
DMRs are  required.  Biomonitoring requirements are not included in the permit.
Effective Date:
Expiration Date:
April 30, 1984
May 1, 1989
               Final Permit
Abstract Date:  May 1, 1986
                               EFFLUENT
ID0000167 :  Hecla Mining Company, Star/Morning Mine
Pollutants Outfall Avg./Max. LiMts* and Units Monitoring
Flow . •.„" - ••- - •".-.•• "'•'."-
TSS
Copper, Total
Zinc,
Lead, "
Mercury, "
Cadmium, "
pH 7.:v.. : • •: • '• :
Flow
TSS
Copper, Total
Zinc, . "
Lead, "
Mercury, "
Cadmium, "
PH

\: .:.,; : • _. •




001 : 1.13/3. 13 mqd
: 20. 0/30.0 mq/1
:0. 15/0. 30
„ :0.6/1.2
: 0.3/0. 6
:0. 001/0. 002
:0. 05/0.10
:6. 0-9.0
002 : 1.3/3. 3 mqd
: 20/30 mq/1
:015/0.30
: 0,75/1. 5
:0.3/0.6
: 0.001/0. 002
:0. 05/0. 10
, :6.0-9.0
(no dischargj
( "
( ":.:-
( «
( "
/ it
( -•
( "
Jl. 5/2.0
(20/30
(0.15/0.30
(1.6/2.0
(0.3/0.6
(0.001/0.002
(0.05/0.10 ,
(6.0-9.0
a**\ 1 /H
5* " J X/U , •""
.**) 1/w grab
**\ 11 •• «
-I - , <.-
**), " . "
**) « »
**) » : «
**) " •".-.
**) 1/d ;
mqd**) : 1/d (1/d**) —
mg/1**) : l/w( l/m**)grab
» **) . ( " **)
" **): ( " **)
" **): ( " **)
" **): ( " .**.) •
•-,»! **): ( " **)
**):l/d( ;.-.-» **) "..
•''•'•.•• : •- . •" • "•''.'•-. .. . •,.'•.. :'••• • :',• - : ." - '
'.: ..»•'• • • • :. ,: ' .;• ..- ..:••'•••-': •••,.•• ' ...;
". : .' ,- - : , •• / • .''" •,-.•. •• ' •-. .,/,..•.: .'.->• .... '.;
••'•"".':••••' .' ' •.''.'••',••':,.-;•"' --'''.;'." -.'-./' V.'-. ":. •- .;•'••*-" . •'.' "
" . : ,;• '•'•• . .• •'' :'^:/:'~- ;:: '••' •:'"""- . • ,••'-.• ;r. ;•'-.'• • '.'"•' -. .
'-.,-.-.:,•'•. ' •.--.... •.- .-: . •"...•: . .'• , :' ' ..;
  *Daily averageAdaily maximum
 **Items  in parentheses apply during the  "Shutdown Mode," meaning a permanent
  : curtailment of activities.   (Not to include vacation periods, strike periods, etc.)

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3D0000809:  Idaho Fish and Game-Hagerman Hatchery of Hagerman, Idaho, is in the
Fish Hatcheries and Farms Category.  Large numbers of rainbow trout (270 tons per
year) are raised for distribution to other stations for planting in the Twin Falls and
Magic Valley areas (SIC 921).   The facility raises  smaller numbers of Fall Chinook"
Salmon  (10 tons/year), Coho Salmon ,(5 tons/year),  and Brown Trout (2.5  tions/vear).
The fish are fed 155,000 pounds of food during March,  the maximum calendar month of
feeding.  The hatchery consists of 42 raceways  and 28 vats (to start "fry" on feed),
cleaned daily by brushing, and discharges are from a single outfall ,(86 mgd daily
maximum flow)  to Riley Creek.  Hatchery wastewaters are routed to a pollution control
pond where slow-down devices  installed in the pond increase settling.  Total solid  ;
wastes accumulate in the pond, and are dredged for farm land application when
necessary.  Permit limitations are based on BPJ for a BCT level of treatment    j   -
consisting of vacuum or sandpipe drain cleaning of screened raceways, with of f-line
settling of the cleaning .waste or  a flow-through settling system.  At this hatchery,
the latter, BCT is in use.   The limits are statistically derived from 1983/84 study-
results of Idaho hatcheries.  The permit requires the facility to report drugs and
chemicals applied in the raceways, and prohibits the discharge of accumulated solids
to Riley Creek.  A BMP plan was to be submitted by November 29,  1984. ,      n-  ;:
Effective. Date:  October 29, 1984 ,
Expiration Date:  October 30, 1989
Abstract Date:
     Final ^Permit;
February 21, 1986
                               EFFLUENT LIMITS (FINAL)

3D0000809:  Idaho Fish and Game-Hagerman Hatchery

       Pollutants         Outfall      Avg./Max. Limits and Units
                     Monitoring

Flow
TSS (net)
Settleable Solids (net)

Effluent Flow
TSS Influent
TSS Effluent
• - - i
• - "...
(1) :report ', •
:5.0/15 mg/1* .......
:0.1/— ml/1*
•
• . •-
(2) :report
:report
: 85% removal/100 ircr/1**
Settleable Solids Influent : report .
Settleable Solids Effluent :90% removal/—**
Settleable Solids Effluent :— /l.O ml/1**







: p " •
• ' ' 	 • '; ••••••- 	 " -" • 	
. , - • . . . .
• ' -
,• ' - - ' :• i
• ' ' - •••''•'•
m '-
•
(l)Off-line (raceway or pond discharges) and flow-through settling.
(2)0ff-line settling (cleaning waste treatment system).
- , *
1/m 24 hr total
" -: ••"'. carp***
2/m grab
, . . , ^
I'/w 24 hr total
1/m *:***• ; ••.
1/m 8 hr comp;
1/m **** '.:• -
", ^prab
weelcly'' "'. '.:-?
..''..


. ,

, • _, •

.' " '" ' •''•'>.•
•*' " "" ' ' * ''' ' i '.
   *Dailv average/instantaneous maximum.
  **Daily minimum/daily maximum.
 ***May request a change from a 24 to an 8-hour comp.
****During a cleaning event; four grab samples, prior to entering the treatment system.

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ID0000892:  Clear Springs Trout Co..*• Crystal Springs Hatdiery is located in Godding
County, Idaho, and is in the Fish Hatcheries and Farms Category.  Production is
reported as 4,000,000 Ib/year of raijibc^ tcout  (SIC  921) in the facility's 1982 permit
application.  During January, the calendar month of maximum feeding^ the fish are fed
921,000 pounds of food.   The hatchery consists of 96  racewaysand 12 tanks; and is
divided into two halves by a hatch house; each side has four blocks Of ponds.  All
ponds are cleaned daily with a trash pump at a rate of approximately one pond per
hour.  Solids are pumped from the  pond being cleaned via a PVC pipe to one of ;two
settling ponds.  Hatchery o^scharges enter Crystal Springs from an unspecified number
of outfalls.  Limitations are basedon a BPJ determination of a BCT level of treatment:
consisting of vacuum or sandpipe drain cleaning of screened raceways, with df f-line
settling of the cleaning waste.  The limits are calculated using data from 1983/84 '•'•• '"•>.,
study results of Idaho hatcheries.   Excessive buildup of solids in the raceways and/or
ponds is prohibited.  If the projected annual production rate is less thane5,000
pounds of food during the calendar  month of maximum feeding, the permittee is exempt
from the permit monitoring requirements.  The permit was modified effective 12/9/85 to
eliminate requirements for a BMP plan; however some of the operating procedures
addressed by  the plan are incorporated in the revised permit.
Effective Date:   October 29, 1984
Expiration Date:  October 30, 1989
                                                Final Permit
                                Abstract Date:  June 5,  1986
                               EFFLUENT LIMITS (FINAL)
                                        :           ' '  • t* ' . ''   "

HO000892:  Clear Springs Trout Co. - Crystal Springs Hatchery
       Pollutants
Outfall     ..Avg. /Max.  Limits and Units
Monitoring
...... ;. i 	 . - i . ,. \ <
Flow J
TSS (net) ... s
Settleable Solids (net) s
Effluent Flow !
TSS Influent . •:. i
TSS Effluent ••?',. j
Settleable Solids Inf luer
Settleable Solids Eff luer
Settleable Solids Eff luer


.' '»• ' "' ' • !



•


,
. - . - "
- •
'
(1)
11
"
(2)

(1
it "
it "
xt "








.
,- -
-•
.- •„'.• - ... . ., ,. • 	 • . :
report ; * .
5.0/15 mg/1*
oa/— mi/i* .--. •
report
.''"'...-..':
85% .removal/100 mg/1**
reportv-'.: • -",;-"x -... -, '. . ... .. ' :•'•/ '- ' •-.
90% removal/—** -.'..--.
— 71.. 0 ml/1** ;


,:.-•'' -• •'• ' "• ' . • ; ' . ' .'.--.:
- "• :' " ' '"";" • ....
• '" '.•-'. •




> . • ... • ..•; • -::• :.. •.-... : .-.•..;. *
' • . -' .'
1/m 24hr total
11 "; comp***
2/m grab
1/w 24hr total
1/m****
" 8 hr comp.
»,**** *
" •, -grab- •
weekly " '









.»*_- _ ,. _ • ..-
 (1) Off-line (raceway or pond discharges) and flow-through settling.
 (2) Off-line settling (cleaning waste treatment system).
   *Daily average/daily maximum.     .	
   **Daily minimum/daily maximum.                      	,  '  •_ •
  ***May request a change from a 24 to an 8-hour comp.
 ****During a cleaning event; four grab samples, prior to entering
    the treatment system. •'->-.   * ••                      ;        ;

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3D0000957:  The Blue Lakes Trout Farm, Inc. is located 2.5 miles N.W.  of TwrJLn Falls,
Idaho, on the north side of  the Snake River.  /The facility is "a hatchery (SIC 921) for
the propagation, rearing, and processing of approximately 7,5 tpd of rainbovr trout for
commercial use in the Fish Hatcheries and Farms Category.  Process wastewaters are
discharged to the Snake River from an unspecified number of outfalls.  After entering
a series of septic tanks, the wastewaters  are routed, to  a settling pond prior to '
discharge.  The hatchery waters are replenished with oxygen through drops in the
raceways.   Limitations are based on  a BPJ determination of a BCT level of treatment
consisting of vacuum or sandpipe drain cleaning of screened raceways,  with off-line
settling of the cleaning waste.  The limits are calculated using data from, 1983/84
study results of Idaho hatcheries.   Excessive buildup of  solids in.the raceways and/or
ponds is prohibited.  If the projected annual production rate is less than 5,000
pounds of food during the calendar month of maximum feeding, the permittee is exempt
from the permit monitoring requirements.  The permit was modified effective 12/9/85 to
eliminate requirements for a BMP plan; however some of the operating proeedvires'
addressed by the plan are incorporated in  the revised permit.   ,   ,
Effective Date:
Expiration Date:
October 29, 1984
 October 30, 1989
Abstract Dates
  Final Permit
Marcih 18, 1986
                               EFFLUENT LIMITS (FINAL)

ID0000957:  She Blue Lakes Trout Farm, Inc.                '

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                        Mcmitoring
Flow
TSS (net)
Settleable Solids (net)
Effluent Flow
TSS Influent
TSS Effluent
(1) :report
:5.0/15 mcr/1* • r . .- .
sO.lA- ml/1*
(2) :report
:report /
: 85% removal/100 mg/1**
Settleable Solids Influent :report
Settleable Solids Effluent : 90% removal/--**
:l/m 24 hr total
: " " comp***
:2/m grab
sl/w 24 hr total
:l/m. ****
: " 8 hr comp
. " ****
: " ;• grab
Settleable Solids Effluent :— /l.O ml/1** ; ;l/w "
Flow
TSS
BOD-5
Oil and Grease
pH





(3J :report
: 0.00188/0. 00376 x max. amt. processed
: 0.00188/0. 00376 x max. amt. processed
:0. 001/0. 002 x max. amt. processed
: '"•:• 24 hr total
:2/m 8 hr comp
• » H
s " qrab
:6.0 - 9.0 ' : "
: . , ' ' - " '• : : • •
: - ''''-:, v. ' •'. ' . .,; • •'
: • - . : - .,..-.
J ' "• ' .' .''.•''•'•'•.:
: ' - • , ••'.:••:••• • • -
 (l)Off--line (raceway or pond discharges) and flow-through settling.	
 (2)0ff-line settling (cleaning waste treatment• system)\    :   .
 f3)Processing plant (dally average/dally maximum).        ,

   *Daily average/instantaneous maximum.
  **Daily minimum/daily maximum.   	    ' .  '. •     ..'.'.•   ,'  .'•''.- .;,.. %. •':•.•.-•.''  -..-. •
 ***May request a change from a 24 to an 8 hour comp.            •
****During a cloning eventy 4 grab samples, prior to entering the treatment system.

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H>OOP1163;  The Potlatch Corporation, in Lewiston, produces bleached grades of
paperboard, tissue, and market-pulp by  the  kraft process  (SIC  2621, 2421,  2432,  2621),
placing this facility  in the Pulp. Paperj  and Paperboard  Category (40 CFR  430;
Subparts G, H,  and S).  Mill process  wastewater  is discharged from Outfall 001 at a
rate of 33.5 mgd to the Snake RJLVgr. after receiving primary clarification and
secondary biological treatment.  Effluent limitations are based on water quality
standards and BAT/BPT effluent g'u idel ines.  The State made a BPJ determination 'that
BCT is equivalent to BPT.  For a period of one year, the permittee is required to
conduct quarterly 7-day chronic toxicity tests%  us ing Cer iodaphnia in a series of
dilutions ranging from a control to 100% effluent.   The NOBC  must be determined from
these tests*  Should the effluent prove not to be toxic, the testing frequency may be
reduced to semi-annually.                                      '•'"•'•        ,      :    / - /
Effective Date:  October 30, 1965
Expiration Date:  October 29, 1990
               Final Permit
Abstract pate:  May 4, 1989
 :            ,     ,          ;   EFFLUENT .LIMITS  (FINAL)      ,

ID0001163:  Potlatch Corporation

       Pollutants         Outfall      Avg./^iax. Limits and Units
               Monitoring
, ' . . • . . : " • S- ••' " ' - • • •••-*''. :'-'," r-"' • -
Flow : 001 monitor only
River Flow : : " ••
Temperature ** : :--/92 C
Production (Air Dried Tons/Day) :monit6r only :
BOD: where 0 = river flow in cfs : * '
Q_> 22^00
20.000 < O < 22.000
18.000 < 0 < 20.000
16.000 < O < 18.000
14.000 < O < 16.000
O < 14.000
TSS
Heat (Net allowable over
: 22. 200/42. 600 Ib/d
: 18. 900/36. 300 "
: 15. 100/29. 000 "
: 12. 800/24. 600 "
: 10, 600/20. 400 "
:9800/18.800 " f
: 40. 900/76. 000 "
, : *** (when Snake River terno. is
Snake River as measured 200 : equal to or crreater than 67.5 F for
ft. upstream of the diffusor) :the previous dav measured at least ^







' • '. -' - • •'.- , ' •
' :200 ft. upstream from diffusor.
:'- .''•-•"':.'• •• ' .'-,.'• • • . • - . ••'-''
••"';.. -- ' . - ' : : -•'--.' '" :. .: • • ' .-:
•/• : '.'.-. -. •• ,•• ' "1 •- - '.''' • :- .• " .. ' - • . ":- '' ".
•'''• ' ' . ' ..'.'.-,•-...' '"..'."/ -',.i-;/: '-
" • . ' • v. .:. - . ' - •. .. -. ' . ' •"- -';' ' •:' • '•'•-- Y-:
• :-. •- .••.-•-:'. \ -'.,'.'-'•.'..*• '-'•''•
' '-.':' '-'• , - . - •'- -: • • •'-' '.. •• • ' •

continuous
i/a,"
continuous
1/m N/A

1/d 24-hr comp
n n
n n
. n • t n1 -.-./..-
n n
'•'•..•" n
. n :-. n
continuous
Lrecord ina of
flow & temo.








 *^Temperature limitation not applicable'When permittee is required to meet the heat
   limitation.      •            •-.•                                	     ' • "  •' '•
***Heat discharge rate not to exceed that calculated as follows; Snake River flow at
   permittee's diffusor  (cfs) calcluated by summation of the flow in the Snake River
   as measured at the USGS Anatone gauge, and the flow in the Clearwater River as
   measured at the USGS. Spauldihg gauge multiplied by 593.000 BTU/day;       •

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ID0001180:  Del Mopte. Corporation,  located in Franklin, prepares, processes,, and cans
green beans  (SIC 2033) and is in the Canned and Preserved Fruits and Vegetables
Category  (40 CFR 407).  Process wastewaters undergo treatment consisting of  screening.
aerated and anaerobic  lagoons, and chlorination prior to being discharged from Outfall
001 to the Cub River.  The total discharge at 001 is 0.859  mgd of wastewaters from
washing, processing, cooling, plant sanitation, and sanitary  wastes.  Effluent      ,
limitations  are based  on  BCT effluent guidelines  for BOD,  TSS, and pH, and State wjafegr
.quality standards for  fecal coliform  and dissolved oxygen.  The permittee is required
to monitor dissolved oxygen upstream  and downstream of Outfall .001.              ;
Effective Date:  March 25, 1986
Expiration Date:  March 25, 1991
                                                                  :.-•-'   Final Permit
                                                           Abstract Date:  May 4, 1989
                               EFFLUENT LIMITS  (FINAL)

ID0001180:  Del Monte Corporation

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                                          Monitoring .
Plow
                           001
:monitor only
;2/d instant. '"•*
BODS
                                 _j 523/729   Ib/d
                                      ;2/w 24-hr comb
                                  ;705/1366
Fecal Coliform
                                 .2007—   #/ioo ml
                                      :l/m   grab
Dissolved Oxygen
                                 :1.0 ma/1 minimum
                                      ;2/w.
t>H
                                 :6.0 - 9.0
Dissolved Oxygen
                        :Instream:monitor only
                                      ;2/w instrearn
^Monitoring frequency should be  4/day during BOD and TSS

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ID0025259:  Noranda Mining, Inc. - Blackbird Mine is located near Cobalt, Idaho.  The
facility is in the Ore Mining and Dressing Category (40 CFR 440),  and was previously
engaged in the exploratory mining and recovery of cobalt and copper ores  (SIC 1061,
1021) using a froth flotation method.  Recently all activities at the mine have been
suspended and it has been placed on a  "care and maintenance" sibatus.   The mine shaft
has been sealed with a ^concrete bulkhead to reduce drainage.  Drainage will be stored
except for two brief (1-2 week) periods each year when accumulated waters will be;  ,
treated with chemical precipitation and neutralization in a wastewater treatment
facility and discharged from Outfall 001. .In addition to mine'drainage> there are  >
four other potential discharges.  Outfalls 002a, 002b/ and 003 consist of sanitary
wastewaters treated with; rotating biological contractors.  Outfall 004 is, from a
sedimentation- pond designed to contain 50,000 cubic feet of mine and mill site runoff
If, as a result of precipitation or snowmelt, the pond overflows, the facility may
discharge through 004 without meeting  any specif ic permit limitations as long as
(1) the pond is maintained to hold the maximum volume of water resulting  from a 10 ye
24 hour storm event; (2) overflow is minimized! -.(3). notification requirements are met;
and (4) >bhe effluent flow  is reported  as gpd.  Outfall 003 discharges to Panther
Creek, and the remaining outfalls discharge to Blackbird Creek.  Because cobalt ores
are recovered as a byproduct of copper ores, Outfall 001 limitations, are based on
BPT/BftT guidelines for Subpart J, Copper, Lead, Zinc,  Gold, Silver, and Molybdenum
Ores Subcategory (40 CFR 440.102,  440.13).  Limitations  for 002a,  002b,  and-003 are
based on-State water quality standards.  Due to the shutdown of the mine,  monitpring
requirements have been reduced.  One facility plans to eventually place the mine in
operation to produce approximately 500 tpd of ores after reviewing methods and
possibilities to utilize the Blackbird resources.  Biomonitoring requirements are not
included in the permit.               ,                                             ,
Effective Date:
Expiration Dates
October 29, 1984
October 30/,1989
Abstract Date:
.Final Permit
    30, 1986
                               EFFLUENT LIMITS
ID0025259: Noranda Mining, Inc. — Blackbird Mine
Pollutants , Outfall Avg./Max. Limits* and Units
Flow
TSS
Total Zinc
Total Lead
Total Mercury
Total Cadmium
Total, Iron „ . :
, Total Copper
Turbidity \\
pH
Flow , ' (
BOD-5 : ;-.-.-•
Suspended Solids
Fecal Coliform
PH
Monitoring
001 monitor only s continuous (1)
:20/30 mcr/1 , :not req. (1)
:0. 75/1. 50
:0.3/0.6
: 0.001/0. 002 "
:0.05/0.10
:monitor I/
:0. 15/0. 30 mg/1
:monitor
:6.5-9.5 I/
)02a,002b:monitor only
003 :30/45 mg/1
: ; :30/45
:200/400 per 100 ml —
' '. :6. 5-9.0
11 (1)
(1)
""-••. (:D
(1)
^m 8 hr cortp(l)
(1)
hourly** (1)
'd 8 hr ccCTpfl)
1/m grab (2)
11 ••••:.-"• - (2)
" ;{2)
11 (2)
M"' ' n • , • ,
 *001—daily average/daily maximum; 002a, 002b, 003—monthly average/weekly average.
**Sample type riot specified, but sampled not more than 8 times/day.
 (1) Level A monitoring.  Level B monitoring shall begin if dewatering of the mine
    beyond the bulkhead is initiated, the bulkhead is removed, or the mill is placed
    in operation for a period expected to exceed 60-90 consecutive days, and is as ..,.
    followst  Flow, pH-continuous; TSS, copper, zinc, lead, mercury, cadmium, iron -:
    1/w composite; turbidity-not required.
 (2) Level C monitoring, performed at all times except when Level D is required—i.e.,
    when the work force increases (beyond three people) or the occupancy of the Cobalt
    increases.  Level D is as followst  Flow-5/w grab; pH^-l/w grab; BOD-5, suspended
    solids-1/w 24 hr comp.; fecal coliform-1/m grab.

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ID0026468:  The Sunbeam Mining Corporation owns a gold and silver mining and mineral
processing operation  (SIC 1041)  nineteen miles northeast of Stanley.  The facility,
which is  in the Qre Mining and Dressing Category  (40 CFR 440), /mines approximately
4350 tons of ore per day for nine months of each year.  Outfall 001 consists of "runoff
from the  spent ore disposal area located in the Pinyon Basin.  Outfall 002,  which
empties into Jordan Creek, consists of effluent from two sed imentat ion ponds that
collect runoff from the mine disturbance area (Pond No. 1), the processing facilities,
leachate  from the spent ore pile, and  overflow from the holding  pond (Pond No. 2)
containing the excess process water.  The process water in the holding pond is
neutralized and the metals chemically precipitated prior  to entering the pond.
Effluent  limitations  for Outfall 001 are based on BPJ and those for Outfall 002 are"
based on  the categorical NSPS effluent guidelines and water quality-based limitations.
The permittee must engage  three mitigation procedures to compensate  for the: filling of
the Pinyon Basin with spent ore: 1) fencing of Iron Bog wetland; 2) restoration of the
sedimentation ponds following mine closure; and 3) to assure complete replacement of
habitat values.  The permit also requires that four clay berms be constructed to
provide additional leachate/soil interaction by increasing the leachate infiltration
rate to the basin soils.  A clay liner must be installed along the west side of the
spent ore disposal pile to  limit water from entering the pile should diversion of
Pinyon Creek above Pinyon Basin  fail.   A Water  Quality Monitor ing Program,  which
consists  of three components: 1) groundwater and unsaturated zone monitoring and
sampling; 2) surface water  monitoring  and sampling; and* 3) benthic invertebrate
sampling, must be conducted for the term of the mining  operations arid for three years
after mine closure.  Acute  and/or chronic toxicity tests  (depending on EPA approval)
must be performed on  100%  effluent  from Outfall 002, using  three species. -If the
effluent proves not to be toxic, screening tests should be conducted during May and
October for the term  of the permit.  If  the effluent is toxic, a confirmatory test
must be done within two weeks and it must  identify the  No Observed Effect Level  (NOEL)
for the most sensitive of  the three species.  If the NOEL is greater than 20%        ,
effluent, the tests must be run quarterly.  If the NOEL is equal to  or less than 20%,
a Toxicity Control Plan must  be developed and submitted within 90 days.  This must
include a date for compliance with the 20% effluent limit.
Effective Date:  August 29, 1988
Expiration Date:  August 30, 1993
Abstract Date:
     Permit
May I, 1989
                               EFFLUENT LIMITS - (FINAL)

ID0026468:  Sunbeam Mining Corporation (Page 1 of 2)  ......
Pollutants Outfall
Ava./faax. Limits and Units
Monitoring
: : . ' ' - .• ..-.. , .... : .
Residual Cyanide : 001
•
pH ,:
Flow (comminaled) : 002
Flow (sed. pond #2) :
•
TSS :
Arsenic (Total Recoverable)
Cadmium " :
Lead "
Mercury " :
Copper " :
Zinc - :
:less than or equal to 0.05 ma/1 weak -I/batch .
:acid dissociable cyanide (WADV :
:7.0 - 9.0 :l/batch
:monitor only . :l/d weir/flume
:no discharge unless annual precipitation
: exceeds annual evaporation 1/d weir /flume
:20. 0/30.0 ma/1
:0. 357/0. 490 "
: 0.0017/0. 0023 "
: 0.0106/0. 0140* "
:less than detectable/0.0001 ma/1
: 0.009/0. 012 ma/1 "
:0. 064/0. 088 "
1/w arab
n ?».:••
n n
n, ..!•'."'
'n ... '-'n.
•n •.-••> n -,-
n -.. ;'..-."

-------
;  '   i"  'v l. ;/:.-; _:,/.:.  - .,t;,;   EFFLUENT, LIMITS  (FINAL);
ID0026468:  Sunbeam Mining Corporation (Page 2 of 2)
                                                   Limits  and  Units-
Monitoring
•'•• . .' • '.--...,. . - .'..'-•..' .'•' .: :: '• ' ' •-.'.'.-• . ••' ."' .''''•' '•:••:
Cyanide (WAD)
pH • '•'• '
ALTERNATE LIMITS TO BE
Cadmium
r 002
'..':. "•'
rO.022/0.030 ma/1 , ,,
r6. 0-9.0 i ;
US'PTl AT THE OPTION OF THE PEEMITTRR
r 002
rless than or eoual to background or
• • ,: - r 	 rless than or equal to 0.05 ma /I. "
' r rwhichever is more strinaent
Lead
.' •':•••
rless than or eoual to backaround or
• -r rless than or equal to 0.3 ma/1, -
r rwhichever is more strinaent
Mercury
r
r less than or eoual to backaround or
r rless than or equal to 0.001 ma/1.
: ' '•' • '--•:'• rwhichever is more strinaent
Copoer


SEDIMENTATION POND NO.
Flow
*
.-•-..- - -

2 INFLUENT
. ' •'".-• '
rless than or eoual to backaround or
iless than or eoual to 0.015 ma/1,
rwhichever is more strinaent

rmonitor onlv
TSS '-••' ' •' " - : - r ."' 'n:' • •' • • ' ' - "' : """- . '" "-; - .-
Arsenic (Total Recoverable) r "
Dissolved Arsenic
Cyanide (WAD)
: " ,. ... ... . _. : .-''"'•. - . •
GROUNDWATER MONITORING
Dissolved Arsenic
Dissolved Lead
Dj-ssolved Silver
WAD Cyanide

• •- • ':•,"•' ' -•- •
-. .-.


ANALYSIS

i ''•'• •• .' •
. *
• ' .'-•'•-..


. . • n- . - - , - •:-••.-,..'. -v- "
. n . . .-.".- , '-..•••'..
1 • • • •''-..•,
. 1 • . - • . . :
. ' • •

r> 0.05 ma/1 or backaround (whichever
r> 0.05 ma/1 or backaround (whichever
r> 0.05 ma/1 or backaround (whichever
:> 0.0052 ma/1 or background (whichevei
r: • . "' V , ./. ' ' ' .. -. ,:' .•

.'••'•'- •'-.-- .- - ':••'•'•'':'• -•••• • "; . - ' ' . '..."...•
1/W .qp»h
" .-.-';• '- " -,*-- .

i/w grab' •• •'
••• -• • ' • . ' - -
•' . ': ' '•'••'•

1/w grab


1/w grab


1/w grab



1/d weir /flume
1/w grab
n n
n n
n n


LS greater)
LS areater)
s greater)
is areater)




-------
IL0000744:   The Cablec Corporation in DuQuoin, manufactures high voltage cable  (SIC
2821).  The wastewater consists of non-contact cooling water/ process water, and
sanitary waste.  The  facility treats  the wastewater by activated sludged multimedia :
filtration,  detention, ponds,  and disinfection  (chlorination).  The three discharges
are to an unnamed tributary to Half Mile Creek.  Outfall 001 consists of treated
sanitary wastewater,  Outfall  002 of contact and non-contact,cooling water, and Outfall
003 of non-contact cooling water.  The permit  limitations  are based on Stabs     *
Standards.                                                                   .    ..
Effective Date:
Expiration Date:
September 21, 1988
 July 1, 1993
Abstract Date:
  Final Permit
March 28, ,1989
                               EFFLUENT LIMITS. (FINAL)

IL0000744:  Cablec Corporation

       Pollutants         Outfall
                      Avg./Max. Limits  and Units
                  Monitoring
; ' . • '
FlowfMGD)
pH
BOD5
TSS
Fecal coliform
TSS
Tenperature*
Copper f Total




001.2.3 :Measure when monitor ina
:6.0 to 9.
001 : 0.42/4. 2
s.50/5.0
9 S.U.
Ib/d (10/20 ma/1)
" , (12/24 ma/1)
:400/100ml
002.003 :
(15/30 ma/1)
.
002 :
(0.02Max.ma/l)
.
.
: • • . -
: ' •

Estimate
l/mo Grab
" Composite
ft 'It
" Grab
" Composite
11 Grab ,
it ' n




*Maxim3m temperature above natural temperature must not exceed 5F.  Water temperature
shall not exceed the maximum limits during more than one percent of the hours in the
12-month period ending with any month.  Moreover, at no time shall the water	•    .
fcejrcpeyature exceed the maximum limits by more than 3F.  The temperature limits are
Jan-Mar 60F. Apr-Nov 90F. and Dec 60F.	\	

-------
ILQQQ1.244:  The Clark Oil & Refining 'Corporation in Hartford, is in the .Petroleum
Refining Category (40 CFR 419) ^nd produces motor ,fuels, "heating.fuels, asphalt, and
coke  (SIC 2911).  The facilityhasi one discharge(0\itfall 001) which "receives waste-
water from crude distillation, continuous  coker, fluid  cracking, alkylation, sanitary
system, stprmwater  runoff, cooling tower blowdown, lime softening  water, and boiler
blowdown.  The waste streams  are -treated by an API Separator-. flocculation. dissolved
alt flotation,  activated sludge,  aerobic 'digestion, and disinfection.  Outfall 001   .
dishafges into:the Mississippi River.  Effluent limitations  are based on State
Standards, BAT and BPT effluent guidelines.  :Qne year p^ior ;to the' expiration of the
permit, the permittee is required to perform and,.submit tbxicity tests with:,the
renewal application.  ;The tests required are acute toxicity  testing utilizing .fatheM ;
minnows  (Pimephales promelas) ,and Daphnia  magna.-P..pulex. on Geriodaphnia dubia.
Chronic toxicity testing will .use the green alga.Selenastrum capr icornutum.- The test
duration for fish and  algal  tests will be 96 hours,  while the test period,for Daphnia
or Ceriodaphnia will be 48 hours.  The testing should be performed on 100% effluent i
samples and effluent diluted with receiving stream water at'effluent concentrations of
50%, ?,25%, 12.5%, and 6.25%.  The  permittee is also required to conduct the Ames Assay
or chemical specific testing to determine if pollutants are discharged that may;
indicate human  health effects.     '.-•.,   -  :    - ?•                     :
Effective Date:  March 30, 1988
Expiration Date:  December 31, 1992
.Abstract Date:
  Final Permit
March 24, 1989
      ,  i - •   .       -         -                       ,-,
ILOOOi.244:  Clark Oil & Refining Corporation \       " _    '\'.'•]"-"'.;:


       Pollutants         Outfall      Ava./Max. Limits  and Units
  Monitoring
• • . ."",.. '.. .. - •'.'"• ' '•• " "-•"' 	 	 •"
Flow(MGD) '
pH •••'•
TSS
Oil. Fats. & Grease
BODS
COD
Phenols
Ammonia as Nitrogen
Sulf ide
Chromium. Total _,
Chromium. Hexavalent _,
001 :
:6.0 - 9.0
:304/555
: 129/241
: 244/576
: 30 89/5953
:2. 58/6.0
: 241/531
: 2. 3/5/2
: 3. 03/8. 70
i 0.247/0.556
• -»•
S.U,
Ib/d
n
"
11
" - •' . '. '-
n
n
n
it


(25/50 mg/1)
(15/30 mg/1)
(20/40 ma/1)

(0.3/0.6 mg/1)


(1.0/2.0 mg/1)
(0.1/0.3 mq/1)
^1/d
:2/w
. n
. n
- . it
. "
. n
. ?'
. n
. n
. n
Continuous
Grab

Composite
: .. .".-,
it
--.' .: : " '
".- ; •'.':.'. ".. '
. : n
It
n
Grab •'









-------
IL0001350:  Borden Chemicals,  Inc., located in Illiopolis  (Sangamon County), Illinois/
is in the Organic Chemicals,  Plastics,  and Synthetic Fibers Category (40 CER 414), and
produces PVC resin and polyvinyl acetate emulsions  (SIC 2821) by polymerization of  -
vinyl chloride and vinyl acetate monomers.  A single outfall, 001, discharges process
wastewater (0.605 mgd) and utilities (steam, water, air, stripping, incineration ~
0.28 mgd) to an unnamed stream tributary to Long Point Slough.  Wastewater -bi^eatment
consists  of settling ponds, chemical precipitation,  activated sludge, discharge to
surface water, polishing clarification  and lagoons; sludge  is treated by aerobic    ,
digestion, disposed in sludge lagoons. -• BOD-5,  TSS, and pH  are based on Stats
concentration limits  (Chapter 1:  'Subtitle C 304.120(c), 304.104, 304.125);  eimmonia
as N, TDS,  and chlorides are water quality based (Chapter 1:  Subtitle (302.212,
302.208).  A variance proceeding is pending for TDS/Chlorines discharges of 2200/700
mg/1, respectively. The permit contains,a reopener clause  for ;mpdificatipn if a more
stringent standard or control  of a pollutant not limited in the permit is promulgated
tinder EPA effluent guidelines, Subpart  B, Plastics Only Subcategory.  Riomonitoring
for toxicity is required.  The biomonitoring program was to have included:   (1) Acute
Toxicity Tests (at least three trophic  levels - fathead minnows, Daphnia, and Duckweed
are suggested), (2) Chronic Toxicity Tests (at  least two trophic levels ;to include
fish and invertebrates),  (3) Ames Assay Tests  (human health effects), run on 100%
effluent.  The biomonitoring requirements were appealed and are in  the process of
being modified pursuant to 'a  settlement being negotiated with Borden.  Permit may be
modified based on biomonitoring results.  No  BMP plan is included.
Effective Date:
Expiration Date:
June 23, 1985
April lf 1990
Abstract Date:
Final Permit
May 15, 1986
                                EFFLUENT LIMITS  (FINAL)
IL0001350: Borden Chemicals, Inc.
Pollutants Outfall Avg./Max.
Flow
Temperature
BOD-5
TSS
Ammonia (as N)**Apr.-Oct
Nov. -Mar
TDS
Chlorides
13H
Cadmium
Chromium
Copper
Cyanide
Lead
Phenol
Bis ( 2-ethvlhexyl )Phthala
Acrolein
Efchylbenzene
Vinyl Chloride

001


"











-JB




report
it
83/200 -Ib/d
100/200 "
Limits and Units


10/20 mcj/1
12/24
1.5 "
4.0
1000
500 "
6.0-9.0
report
11


n . .
it ' • • . .
ii .-..,. • .
•n • -•..-.•'•••.
n • • . . • • • . .
ii :
« .- • • _ _ .,'.'•
II - - , : . •

Monitoring
continuous
1/w*
5/w composite
it n
1/w grab
n i
.n i
,
• n i
11 - r '.• '• --,•-. "
1/m composite
ii ; i
ii i •- . '
n i
n i
;•"' ' , •• .. ',
.11 . i. *
" ; grab
M •. »
II It ,

  *Single
 **If ammonia as N concentration in receiving stream exceeds 1.5 mg/1,  un-ionized
  ammonia as N concentration shall not exceed 0.04 mg/1;  if 0.04 mg/1  is  exceeded,
  the effluent limitations above shall be met.   In no event shall  the  roncentration
  exceed 15 mg/1.         '   '-                         . •' •  :-.,   '•.-•  ...  •  ' -:<  • • •• •   '-• •'

-------
IL0001384:  LiMy-Owens-Ford Glass,  Inc.; Ottawa Plants 5  &  7,  located in Naplate,
Illinois, is  in the Glass Manufacturing Category (40  CER 426).  'The facility
manufactures  glass products (SIC 3211), and production is reported as 550 tpd of float
glass, 30,000 sq. ft./day of auto tempered^glass, and264,000 sq. ft/day of auto
laminated glass. The following outfalls are addressed in the permit:  Outfalls 001,
003, 004, and 005 consist of wastewater collection system stormwater overflows;
Outfall 002 consists of nonoontact cooling water (6.7 mgd); Outfall 008 is
uncontaminated  stormwater; Outfall 009 is a combination of process, nonprocess, and
sanitary wastewater lagpon treatment system effluent (4.01 mgd).  Wastewaters are
discharged to lagoons for treatment  prior to discharge to  the Illinois  River.
Concentration limits for BOD-5, TSS, oil and grease, pH,  and fecal coliform are based
on State effluent standards; temperature  is based on State wate* quality standards.
load limits in  pounds per day for  TSS and oil and grease are based on
BPT effluent guidelines, and for phosphorous are based ,on BAI guidelines, using the
production rates mentioned above.  The permit does not contain requirements for
biomonitoring or a  BMP  plan.
Effective Date:  November 3, 1984
Expiration Date:  August 31, 1989
                            Abstract Date:
                                   Final Permit
                               January 22, 1986
                               EFFLUENT LIMITS (FINAL)

IL0001384:  LiJ±>ey-Owens-Ford Glass, Inc., ;0ttawa Plants 5 & 7
       Pollutants
Outfall
Avg. /Max. Limits and Units
                                                                          Monitoring
Flow 001*, 003*,: report sl/vs
BOD-5. 004*,005*,:280/667 Ib/d 20/40 ito/1 t «
TSS
Oil and Grease
Phosphorous
Fecal Coliform
PH

FlOW ;
Temperature


Dec.- Mar.
Apr.- Nov.


PH

009 : 357. 8/472. 8 " 25/50 " :"
: 100. 5/100. 5 " 15/30 " : "
:33.6/33.6 " : .»
T single
grab
,;. H '
1
. t •
: 400 per 100 ml : • <• •
s6.0 - 9.0 ? -•:-•«
009 only: 6. 0-10.0 (Apr 1 -Oct. 31 y : "
002 :report - . »
:not greater than 2.8 C above : •"
s ambient, or 1.7 C above the ' :
: following maximum limits: :
:16 C 60 F ,.
t
I
single
grab



:32 C 90 F .
s (not to be exceeded during more than :
:1% of hours in 12-mo period V :
:6.0 - 9.0 s »


. it
008** : ; , , •-.,• .
 *Monitored vAien discharcpe occurs,  3 cpabs/24 hrs. or duration of discharge,
 whichever is less.   The sum of Outfalls  001, 003, 004, 005, and 009 shall not
 exceed the load limits specified  above.                            ~  • .- .  •-,-.-
 *Uncontaminated stormwater only, not regulated^^ by the permit.

-------
3L0001414:  The Caterpillar Tractor Company, located in Mossville,  Illinois, is in
both the Metal Finishing Category  (40 CFR 433) and the Fabricated Rubber Category
(40 CER 428).   Die facility manufactures,  assembles, and tests diesel engines,
(SIC 3519),  and manufactures hydraulic hoses :(SIC 3041),  discharging process and
sanitary wastewaters  from Outfall  001.  The facility's application reports a. waste
stream flow of 1.48 mgd.  Sanitary wastewater treatment consists of activated sludge,
clarification, chlorination, anerobic sludge digestion, and centrifugal sludge
dewatering; process wastewaters are treated separately with API separators, chrome
reduction, neutralization, air flotation,  clarification, and oil centrification, and
sludge is thickened and dewatered by vacuum filtration.  The treated wastewaters are
combined prior to filtration and then discharged to the Illinois River. Permit
limitations are based on State limitations which are more stringent than effluent
guidelines.  TTO limits, however, are exceptions, based instead on BAT ^guidelines for
the metal finishing industry.  Both mass and concentration limits are imposed.  A
mechanical  composite  sampler which collects a flow proportional composite sample will
be used for oil and grease monitoring; samples will be sent to a lab for analysis.
Other requirements include reporting by April 1 of each year any additional toxic
substances  that may be present in  the discharge, and submitting to the Illinois EPA,
within 90 days of the effective date of the permit, a total toxic organics management
plan as described in  40  CER 433.12 (b).   In lieu of monitoring for TTO,  the facility
may sign a statement certifying that toxic organics are not dumped into the:
wastewaters and the TTO  plan mentioned above is being implemented.   Biomonitoring
requirements are  not  included in the permit.
Effective Date:
Expiration  Date:
June 20, 1985
April 1, 1990
Abstract Date:
Final Permit
May 29, 1986
                               .EFFLUENT LIMITS  (FINAL)
 IL0001414:   Caterpillar Tractor Company
Pollutants
Flow
BOD-5
TSS
Oil and Gcease
Iron
Zinc
Chromium (Total)
Cadmium
Copper 	
Lead
Nickel
Silver
Cyanide (Total)
TTO
Chlorine Residual
Outfall Avg./Max. Limits and Units
: 001 : report
: . : 414/828
: :517/1034
: : 310/620
: , :35.9/71.8
: 117.94/35.9
: :17.94/35.9
•: :2.7/5.4
: :8. 97/17. 9
i :3.59/7.2
: : 17. 94/35. 9
: :1.8/3.6
: :1.8/3.6
: :— /29.8
: :0.75/~

Ib/d
» .



, " ,




11


mcf/1

20/40 mg/1
25/50
15/30
2/4
1/2 ••".-'.
1/2
titonitoring . '
continuous
5/vr comp
.";, - . .. '!.
" mech. comp:
2/w comp


0.15/0.3 " :2/v "
0.5/1.0 " : "
0.2/0.4 " : " "
; 1.0/2,0 " : "
0.1/0.2 " : "
0.1/0.2 " : "
—/1 .44 ••'•" :l/ci*
:2/w grab
 Fecal Coliform
                  •/4QO par
                                  :6. 0-9.0
                                                     :5/w
 *2 grab samples for volatile pollutants, and-a 24 hr comp sample for PCS's.  After
  two quarterly sampling events,.the permittee nay certify that^there is no dumping
  of toxic organics into the wastewaters and a TTO management plan is being
  implemented, in lieu of monitoring for TTO.

-------
IL0001724:  American Nlckeloid Company,  located in Peru, Illinois/ is in the Metal
Finishing Category  (40 CFR 433) and the Coil Coatinq Category (40 CFR 465).   The
facility is engaged in the finishing of metal where operations include plating,
polishing, anodizing, coating, laminating and painting.  An .average flow rate of 0.163
mgd is discharged from Outfall 001 to the Illinois River.  This process wastewater and
yard drainage is treated by neutralization, chemical reduction and sedimentation and
sludge is treated in a sludge lagoon before landfilling.  Effluent limitations in the
permit are based on water guality standards or effluent guidelines for metal finishing
or coil exiting categories depending on which source provided the most stringent
limitations.  Within ninety days of the effective date of the permit, a toxic organic
management plan as  described in  40 CFR 433, 12(b) must be submitted to the Illinois
EPA at which time the permit may be modified.  Biereare no biomonitoring requirements
included in the permit.               ,                            ,     ,
Effective Date:  October 26, 1984
Expiration Date:  September 1, 1989
                  Abstract Date:
                                                Final Permit
                                               April 1,  1985
                               EFFHJEOT LIMITS (FIML)

ILOdoi724:  American Nickeloid Company
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
.' • : • ; • • '-.-•• . . •
Flow
TSS
Oil and Grease
Aluminum
Cadmium, Total
Chromium, Hexavalent
Chromium, Total
Cyanide,
Copper,
Iron,
Lead,
Nickel,
Silver,
Zinc,

1
1
1 - • •
i

i
T3X)
PH





001 :report - , ,
: 16. 2/31. 7 Ib/d 15/30 mg/1
-.'-,-. :12.9/25.4 " . • 15/30
:0. 02/0. 04 ••-,«..•
,; : iO. 1170*3.: : •••.-.-•••.••:.- 0.15/0.3 mg/1
:0.13/0.3 " 0.1/0.3"
:0..75/1.23 ;: , 1.0/0.2
:0.3/0.54 : 0,1/0.2
:0.91/1.5 0.5/1.0
:0. 03/0. 06 2.0/4.0
.•0.19/0.3 0.2/0.4
•«1. 04/1.73' 1.0/2.0









0.11/0.19 " 0.1/0.2
0,68/1.2 .". 1.0/2.0
2.75/3.3 " —72.13


1 '




1
.' .
7.5 - 10.0





continuous
2/w comp
ii f
II I
i
•
' ; i
' •
• - -v '•
i i
i i
-ii • i
» , '
ii i
* - - .

.
.


.
.
'
-


1/g , **
2/w grab




. - •"•...'• :
 *Mathematical composite - a series of grab samples^collected over a 24 hour	
  period and! the afithmetic mean shall be reported, /fe sirigle sample can exceed
  a concentxatioh of 75 mg/1. . !            t-  /•  ?-^:. ^  ,.:--  . r         ........
**Two (2) grab samples and a 24 hour composite for acid and  base-neutral  fractions.

-------
IL0001767:  The ETI Explosives Technologies International. Inc^ in Morris, is in the
Organic Chemicals Manufacturing Category (40 CFR 414) and manufactures explosives,;
Nitric Acid, Ammonium Nitrate, and Industrial Adhesives (SICs 2892, 2819, and 2891).
The explosives produced are water gel explosives and emulsion products (oxidants and
blasting agents).  The adhesives are manufactured by Reichhold Chemicals, Inc. and
was formerly owned  and operated by the permittee, however, the discharge: from this
operation is still a part of Outfall 001.  The waste streams consists of. boiler ,
blowdown, cooling tower blowdown, process water, sanitary wastewater, non-contact
cooling water, water softening backwash, and stormwater runoff.  The facility has one
discharge point. Outfall 001, which discharges to the Illinois River.  The treatment
of wastewater is from a combination of nitrification-denitrification, stabilization
ponds, spray irrigation, activated sludge, and flocculation.   The limitations are
based on State Standards, and EAT effluent guidelines.
Effective Date:  September 24, 1988
Expiration Date:  July 1,1993
Abstract Date:
  Final Permit
March 30, 1989
                               EFFLUENT LIMITS  (FINAL)                      ,

IL0001767:  ETI Explosives Technologies International, Inc.  (Page 1 of 2)

                                       Avg./Max. Limits  and Units        Monitoring
" " . ,
Flow (MOD)

oH
TSS
BCD5

Total Chlorine Residual
PlowlMGD) 	

Anrvlonitrile 	
Bpnxen©
Carbon Tetrachloride 	

1 . 2 . 4-Tr ichloroben zene
H^xschlorobenzene

1.1 .1-^Prichloroefchane
H^yanhloroefchane
1 .l-Dichloroethane

rhl oropi-hane
Chloroform 	
2-chl orophenol 	
1 , 3-D ichloroben zene

*MaxinMm temperature ric
shall not exceed Jan-Mai
eratures be exceeded by
: 001 tReport as a mo. average and maximum
: : Seasonal dependent*
• :6.0 - 9.0 S.U., Report
• : 321/1117 Ib/d
: i 250/750 "

mo. min. & max.
(30/60 ma/1)
(30/60 mg/1)
. ** (3. 0/6.0 mg/:.)
• :8.0 Ib/d Max.
(0.75 ma/Max.
: 001A rReport as monthly average and maximum
: :. 012/0. 32 Ib/d (.
• :.052/.131 " (.
: :.020/.073 " (.
: :.010/.020 " . (.
• s.008/,015 " (.
: :.037/.076 " (.
: :.008/.015 " (.
- S.037/.114 " (.
s :. 01 1/. 029 . " (.
- :. Oil/. 029 " (.
:.012/.032 " (.
i :. Oil/. 029 " ' (.
: :.056/.145 3i)/d (.
: i. Oil/. 025 " (.
r -.ni7/.053 " (.
i ;T042/.088 " (.

022/.059 mg/1 _,
096/.242 "
037/.136 "
018/.038 "
015/.028 "
06 8/. 140 "
015/.028 "
068/.211 ."•-.
021/.054 " -•'
021/.054 "
022/.059 " )
021/.054 " )
104/.268 ma/1)
P21/.046 " )
IZontinuous
2/w Grab
" "
" Composite
n it
2/w Composite
1A? Grab
il^Jhen Monit.
1/v 24-hr conro
ti n
n n
it n ..
n n
n "
n it
n n ,
it i,
n n ,
n it
n n
it •'" n .\.
n n
031/.098 " ; " "
077/.163 " : • " "
'!,'••-
se above natural temperature must not exceed 5F. Tanpetatucg —
- 60F. Apr-Nov 90F, and Dec 60F,
Tiv->r<= i-han 3P. • - .
**Effluent TQH3-N concentration limitations shall not ac
exceed 100 pounds per dav of ammonia. 	 •••" ' ; ' " —
At no time shall these temo-

jply if discharge does not


-------
                               EFFLUENT LIMITS  (FINAL)
IL0001767:  ETI Explosives Technologies Internatibnal. Inc. (Page 2 of 2)
       Pollutants
Outfall
Ava./
Limits  and Units
Monitoring
1 . 3-Oichlorobenzene
1 . 4-Dichlorobenzene
1 . 1-Dichloroethvlene
1 , 2^-trans-Dichloroethlvei
2* 4-Dichloroohenol
1 , 2-Dichlorooropane
1 , 3-DichloroDropvlene
2 . 4-DimethvlDhenol
2 . 4-D in itr otoluene
2.6-Dinitrotoluene
Ethvlbenzene
Flour oanihene
Bis (2-Chloroisopropyl) et
Methylsne Chloride
Methyl Chloride
Hexachlor obutad iene
Napthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
2 . 4-D in itr oohenol
.4 , 6-Dinitro-o-cresol
Phenol
Bis (2-ethvlhexvl)phthala
Di-n-butyl phthalate
Diethlv ohthalate
Dimethvl phthalate
Benzo(a) anthracene
BenzolaJ pvrene . " • _,
3 . 4-Benzof louroanthene
Benzo(k) f louroanthene
Chrvsene
Acenaphthylene
Anthracene
Flourene ' ' _,
Phenanthrene
Pvrene
Tetrachloroethvlene
Toluene
Trichloroethvlene
Vinvl Chloride
Chromium. Total
Copper. Total
Cvanide. Total
Lead. Total
Nickel. Total
Zinc. Total


001A


ie:








ler:









L -
A •
"
-
.



:


-


'

-


.







.0177.024 "•-
.008/.015 "
.009/.014 "
.011/.029 "
.021/.060 "--.-
.083/.124 ."
.016/.024 "
.010/.019 "
.061/.154 "
.138/.346 "
.017/.058 "
.014/.037 "
.163/.409 ,"-
.022/.048 '"•
.046/.103 "
.011/.026 "
.012/.032 "
.015/.037 "
L.022/.037 "
.039/.067 "
.038/.066 "
.042/.150 :••"
.008/.014 "
.056/.151 "
.015/.031 "
.044/.110 "
.010/^025 "
.0127. 032- "
.0127.033 "
.0127.031 "
.012/.032 "
.012/.032 "
.0127.032 "
.0127.032 '•"•
.012/.032 "
.0127.032 "
.0147.036 "
.012/.030 "
.014/.043 "

.056/.145 ••"•,•


, • '- . *



- • -
(.031/.044 " }
(.015/.028 " V
(.016/.025 ". V
(.021/.054 " V
(.039/.112 " V
(.153/.230 " )
(.029/.044 .."'"• \*
(.018/.036 " )
(.113/.285 '" V:
(.255/.641 " V
(.032/.108 • " V
(.0257.068 " )
(.3017.757 " )
(.0407.089 " V
(.086/.190 .'". )
(.0207.049 " )
(.022/.059 " )
(.027/.068 '".)••
(.041/.069 •'" )
(.072/.124 " )
(.0717.123 "••)••
(.0787.277 ••",•'.),'••
(.0157.026 " )
(.1037.279 " )
(.0277.057 * )
(.0817.203 " )
(.019/.047 " )
(.022/.059 ."")
(.023/.061 " )
(.023/.061 ". )
(.022/.059 " 1
(.022/.059 " )
(.022/.059 " )
(.022/.059 " )
(.0227.059 " T
(.022/.059 " )
(.025/.067 " )
(.022/.056 " )
(.026/.080 '": )
(.021/.054 " )
(.104/.268 . ." )
(1.0/2.0 ma/1)
(0.5/1.0 - " )
(0.1/0.2 " )
(0.2/0.4 '"• )
(1.0/2.0 " )
(1.0/2.0 ".-)•-;

:l/y 24-hr corrp
; • " "
. n n
. it n
, • " n
• ti ' r ti ,
• it 'it
• n «
» _ it it
;. n n
» -it n
• n n
• " • it
• it .it -
m it - it ' .
• It - . II: . .
. It It
.It '-It
.11 It
.11 It
.It II
, . it n
.n n
. n it
_it , ti '
I r -.-.-.
. it ' it
. n * n
.n n. •_.-"'.; • ,
•. . ttt ' .it ,
-. it - j . 'it
_ n ' ' - it
• • . , ' . -• - - - .
. n it -.
.n n

1 . it n

. n n
. n n
.It It
. '«'-. • ' "- " ... :
. II ' _ . II ' ' -
. n it
.it "ii

. n it
. n n
w n it
-. ' - ". .
• ' ' * '

-------
IL0001830:  Caterpillar Tractor Ox - Mapleton Plant,  is located in Mapleton,  Illinois
(Peoria County).   The facility is a gray iron foundry producing castings for
Caterpillar^ use in the the production of engines and heavy equipment and for sale to
the public (SIC 3321), in the Metal Molding and Casting Category (40 CER 464).   There
are two discharges to the Illinois River.  Outfall 001A consists of sanitary and
process wastewaters  (3.72 mgd, avg.)  which flow through acid-alkaline-oil,  isanitary
treatment, and dust collector wastewater treatment systems, prior to sand filtration
followed by  discharge.   Outfall  001B consists  of noncontact cooling water  (11.9 mgd,
avg.), flowing through a clear water waste system prior to discharge.   Limrbations are
previous permit limits based on  water quality standards.  After promulgation of BAT
effluent guidelines  (40 CER 464, Subpart C, Ferrous Casting Subcategory) on October
30, 1985, the permit was to  be reopened for modification to conform to applicable
standards or limitations.  Load limits  (Ib/d)  are  computed by the following formula:
(max, hydraulic capacity,  18,216 mgd) X (concentration of pollutant,  mg/1) X (8.34).
Monitoring requirements  for  1,1,1-trichloroethane may be waived if after one year no
significant  discharge is indicated.  On or before May 1, 1986, or May 1 of each
following year, Caterpillar shall report if any additional toxic substances have
potential to be in the discharge.  There is no requirement for biomonitoring or a BMP
plan in the  permit.
Effective Date:  July 20, 1985
Expiration Date:  May 1, 1990
Abstract Date:
 Final Permit
March 6, 1986
                               EFFLUENT LIMITS (FINKL)

IL0001830:  Caterpillar Tractor Co. - Mapleton Plant

       Pollutants         Outfall      Avq./Max. Limits and Units
                 Monitoring
Flow
EOD-5
TSS
Chromium (Total)
Chromium (Bsxavalent)
Iron
Zinc
Phenol
Oil and Grease
Chlorine Residual
1,1, 1-Trichloroethane
PH

Flow
Oil and Grease
Temperature




pH



001A :report
: 3038/6076 Ib/d
: 3798/7596
: 152/304
: 15/46
: 304/608
: 152/304
:46/92
: 2279/4558
• ***^/ •""•
:report
:6.0 - 9.0

20/40 mg/1
25/50
1.0/2.0
0.1/0.3
2.0/4.0
1.0/2.0
0.3/0.6
15/30
0.75/--

•
: • ••
001B treport
: "
:No greater than
:ambient, or 1.67
.

2.78 C {5 FJ above
C (3 F) above the
: following max. limits:
:Dec-Mar: 15.6
:Apr-Nov: .32.2
:6.0 - 9.0
C (60 F)
" (90 ")

• -•.:- .-: . . . . •
•• ; : • '•• .-•-•••...•...
:
continuous
2/w comp
ii H . .
it ii
'
• . "

• "
1 mech. comp
1 qrab
1/q1 24 hr comp
2/w grab

1/dl calculate
1/m qrab
H ii




1/m grab




-------
IL0002267:  The Outboard Marine Corporation in Waukegan. is in the
and Casting Category (40 CFR.464) andproduces internal combustion engines, secondary
aluminum smelting, aluminum die casting, and metal finishing'  (SIC 3519, 3341, 3361,
and 3471).  Most of the process water is received;by( the municipal sewer system,
however, an oil separator is used on Outfall 006.  The facility has eleven
outfalls consisting of non-contact cooling water and storm runoff to Outfalls 001,
007, and 014, storm runoff from roof drains to Outfalls 002, 004, and 016, storm run-
off to .Outfalls 003 and 005, engine test tank cooling water to Outfall 006, overflow
from Outfall 007 to Outfall 008, and storm runoff from roof and yard drains to Outfall
015.  Outfalls 001, 002, 003, 004, 005, 006, and0.08 discharge to Waukeaan Harbor.    .
Outfall 007 to Lake Michigan. and Outfalls 014, 015> and 016 to North Ditch tributary
±2 Lake Michigan..  Process water from'the smelter,, die cast,'trim, metal finishing,
assembly, paint, testing, and shipping areas are discharged to the municipal system.
Effluent limitations are based on State Standards.  ,  .                       -~
Effective Dates  October 14, 1987
Expiration Date:  August 1, 1992
Abstract Date:
  Final Permit
March 23, 1989
                               EFFLUENT LIMITS (FINAL)
IL0002267: Outboard Marine Corporation

       Pollutants         Outfall      Ava./Max» Limits  and Units
                  Monitoring
• ' '•!• _J .•.',-• .,.:••-• • ; • .
FlowJMGD)
DH
PCB*
Temperature**
Tr ichlof oethvlene
Flow(MGD)
pH
PCB*
FJ.Qw(MGD) '
pH
PCB* :
Tr ichlor oethylene
Flow(MGD)
pH
TSS
PCB*
Temperature
:001.6.14:Meterina or Calculation
: :6. 0-9.0 S.U, :
: :1.0 ppb .'".'.-.'••..."',
: : Seasonal dependent;
sOOl, 014:Report
:002-0105 Calculation ';- ;/ ,;
: i6.0-9.0 S^U.
: sl.O ppb '
:OQ6,008 rMeterina or Calculation
: :6. 0^9.0 S.U. .
: :1.0 ppb '"..-•
: tReoort
: 015, 016 rCalculation
: :6. 0-9.0 S.U.
• i 15 ma/1 Dailv Max*
: :1LO oob
: 009 :Retx>rt
:Continuous
:l/mo Grab
: 2/mo 24hr Comp

:l/w Grab
;During Disch;
:l/mo Grab
sStorm Comp.
:Continuous
:l/mo Grab
:2/mo 24hr Comp
:l/w Grab
•During Disch.
:l/mo Grab'
:2/mo StorirConp
. n n
: " Grab
: : :'.--'•.'.«:•,. - .-.'•.
• ' . • . • • : •'••"•-' '.•'••<;'•-•.'.'..••' •' ' . • • ' ,- • •
..•••. « i -.•.•-••.-.•>.".. • . • •.
*From Auaust 1. 1991 until Auaust 1. 1992. the effluent shall limited
**Temperatures shall not
Apr-Nov 90F. and Dec 60F
mixina zone are Jan-Mar
Nov 60F. Dec 50F.
to 0.1 cob.
exceed the following limits by more then 3deaF: Jan-Mar 60F.
. For Outfall 007 the followina limitations
45F. Apr 55F. May 60F. June 70F. Jul-Sept 80F

at the end of the
. Oct 65F,


-------
IL0002356:  Revere Popper and Brass, Inc.  of Clinton,  Illinois, manufactures  stainless
steel kitchen utensils and fabricates stampings from various metals (SIC 3471, 3469)
in the Metal Finishing Category (40 CER 433).  Plant operations result in discharges
to an unnamed tributary to Coon Creek, and the following outfalls are addressed in the
permit:  Outfall 002 consisting of stormwater runoff and noncontact cooling water
(0.0114 mgd), Outfall 003 consisting of process wastewater (0.054 mgd),  and Outfall
004 consisting of stormwater runoff (flow rate is unknown).  Outfalls  002 and 006
enter the creek without treatment.  Process wastewater is routed  to a wastewater
treatment system which includes pH adjustment, chrome reduction,  equalization, and
neutralization, before receiving filtration and finally discharge at Outfall  003.  The
permit limitations  are based on state water quality criteria which are more stringent
than applicable BftT effluent guidelines in 40  CFR 433.14.  Monitoring for KB's is
required because the permittee  previously had an electric furnace and  contamination
from the transformers  is a possibility in stormwater runoff.   Silver monitoring may be
discontinued as long as (1) violations of  the maximum permit limits do not occur,
(2) monitoring Indicates a consistant average,  with little deviation,  at a level below
the permitted average concentration, (3) monitoring has occurred  for 6 conseoative
months.  Cyanide is to be sampled  after cyanide treatment and before dilation with
other waste streams.  A Total Toxic Organic Management Plan, as described in   -
40 CFR 433.12(b), was to be submitted by May 9, 1985.   The TTO limits  are guideline
limits, not an TT.RPA authorization to discharge toxic organic compounds at levels
which may cause water quality violations.  The permit does not include biomonitoring
requirements.
Effective Date:
Expiration Date:
February 9, 1985
July 1, 1989
Abstract Date:
Final Permit
June 5, 1986
                               EFFLUENT iLBECTS (FUEL)

IL0002356:  Revere Copper and Brass, Inc. (Page 1 of 2)
Pollutants Outfall Avg./Max. limits and Units
Flow
TSS
Copper
Silver
PCB's
pH
Fats, Oil and Grease
Flow
TSS
Fats, Oil and Grease
Copper
Iron
Zinc
Chromium (Hexavalent)
Chromium (Total)
Silver
Cadmium
Lead
Nickel
Cyanide
002, 006:report
: 15/30 mcr/1
:0. 5/1.0
:0.1/0.2
:report
:6.0-9;0
006 : 15/30 ircr/1
003 :report
:10.8/43.2 Ib/d
:10.8/43.2
:0. 36/1. 44 "
: 1.44/5 .7.6
:0. 72/2. 88
:0. 072/0. 29
:0. 72/2. 88
:0. 072/0. 29
: 0.108/0. 432
: 0.144/0. 576
:0. 72/2. 88
:0. 072/0. 79
*When stormwater is present.
**Arithmetic mean of separately analyzed 24 hour grab

Monitoring
:l/rn measure
: " • grab
'..'•'-.. : " "

:24 hr comp*
:l/m grab
:l/m mathcomp**
: continuous
15/30 mg/1 :2/w comp
15/30
0.5/1.0
2.0/4.0
1.0/2.0
0.1/0.2
1.0/2.0
0.1/0.2
0.15/0.30
0.2/0.4
1.0/2.0
0.1/0.2
:l/w mathcomp**
:2/w comp
.11
: "

: "
: 1/m
:2/y
• II -
• II -'-....•
* »
• •.-....

samples . ,

-------
IL0002356J  Revere Copper and Brass, Inc. of Clinton, Illinois, manufactures stainless
steel kitchen utensils and fabricates stampings fran various metals, (SIC. 3471,3469)
in the Metal Finishing Category (40 CFR 433).  'Plant operations result in discharges
to an unnamed tributary to Coon Creek, and the following outfalls are addressed in the
permit:  Outfall 002 consisting of stormvrater runoff ^nd noncontact cooling water
(0.0114 mgd)> Outfall 003 consisting of process wastewater (0.054 mgd), and Outfall
004 consisting"of stormwater runoff (flow rate is.unknown).   Outfalls 002 and 006
enter the creek without treatment.  Process wastewater is routed to a wastewater
treatment system which includes pH adjustment, chrome reduction, equalization, and
neutralization, before receiving filtration and finally discharge at Outfall 003.  The
permit limitations are based on state ;water quality criteria which are more stringent
than applicable BAT effluent guidelines in 40 CER 433.14. Monitoring for PCB's is
required because the permittee previously had an .electric furnace and contamination
from the transformers is a possibility in stormwater runoff.  Silver monitoring may be
discontinued as long as (1) violations of the maximum permit linats do not occur,
(2) monitoring indicates a consistant average, with little deviation, .at a level below
the permitted average concentration/  (3) monitoring has occurred for 6 consecutive
months.  Cyanide is to be sampled after cyanide treatment and before dilation with
other waste streams.  A Total Toxic Organic Management Plan, as described.in     .-..'-
40 CFR 433.12(b), was to be submitted by May 9, 1985.  The T^D limits are guideline
limits, not an ILEPA authorization to discharge toxic organic oanpounds at levels
which may cause water quality violations.  The permit does not include biomonitoring
requirements.          •         ,
Effective Date:
Expiration Date:
February 9, 1985
July 1, 1989
Abstract Date:
Final Permit
June 5, 1986
                               EFFLUENT LIMITS (FINAL)

IL0002356:  Revere Copper and Brass, Inc. (Page 2 of 2)

       Pollutants         Outfall      Aver./Max. Limits and Units
                                                        Monitoring
TTO
PCB'S
pH
Temperature











r . ' '
'.

. -
-

003 :—/3.069 Ib/d
:report ,
--/2.13 mg/1
. • ;. .,-
:6. 0-9.0
002, 003
: -














No greater than 5
F above ambient.
Moreover not to exceed the following
limits (in F) by

Jan. Feb.
50 50
more than 3 F:

March April
60 70

May June
80 87
July Aug.
89 89

Sept. Oct.
87 78
Nov. Dec.
70 57


. - • . - -

hot specified
24 hr comp*
2/w grab
It .11















 *When stormwater is present.

-------
IL0002453:  The Stepan Company in Millsdale, is in the Soap and Detergent
Manufacturing Category  (40 CFR 417) and produces phthalic anhydride, anionic
surfactants, cationic surfactants, emulsifiers, methyl esters, isopropyl esters,
dried detergents, liquid detergents, alkylamides, urethane foams, and polyols
 (SICs 2821, 2843, 2865, and 2869).  The discharge consists of storm water, sanitary
water, cooling water, boiler blowdown, and process water.  All operations contribute
wastewater to Outfall 001 which is treated by activated sludge, filtration, and
disinfection before discharging to Des Plaines River.  Effluent limitations
are based on State Standards, and BAT effluent guidelines.  Permittee is required
to submit plan for biomonitoring to include acute toxicity testing using at
least three levels of trophic species (fish, invertebrate, and plant) representative
of the aquatic community of the receiving stream.  The biomonitoring plan is to
include assessment of human health effects as a minimum using the Ames assays.
Serial dilutions are required in the testing using suitable dilution water including
reasonable increments of dilution from 100% effluent to not more than 25% of the
of the available dilution at the 7 day 10 year low flow.  After reviewing the results
of the biomonitoring tests the permitting agency may modify the permit during its
term to incorporate additional requirements for biological toxicity testing of
discharge or receiving waters, and to include additional requirements or limits.
Effective Date;  July 28, 1985
Expiration Date:  June 1, 1990
Abstract Date:
  Final Permit
March 21,, 1989
                               EFFLUENT LIMITS (FINAL)

IL0002453:  Stepan Company

       Pollutants         Outfall      Avg./Max.  Limits  and Units        Monitoring
Plow(MGD)
BODS
TSS
pH
Oil, Fats, and Grease
MBAS







001












Dailv
148.1/391.0 Ibs/d
99.3/204.6 " • •
6.0 - 9.0 S.U.
88.8/175.6 Ibs/d
Report

,

,



:Coni iniious
(20/40 irci/1) :2/w 24hr Comp.
(25/50 ma/1) :-."
: " Gr_ab
(15/30) :l/w Math.Cornp.
: 1/mo 24hrComp •
• .
. . • •
• i ' :
• .
•: . - • '. ; • -
. • • I
*

-------
IL0002691:  The USS Sta.tes Steel-South Works  in Chicago,  is  in the Iron and Steel
Manufacturing Category  (40 CFR 420) and produces steel ingot's which are then
rolled into finished  structural  steel shapes (SIC  3312).  Production facility includes
a blast furnace,- sintering plant, electric furnace, basic oxygen furnace, and
continuous and hot forming mill.  The wastewater consists of noncontact cooling water,
stormwater, and process water.  There are nine  outfalls, seven which discharge to
Lake Michigan, one to Calumet River, and an internal outfall.  .Outfall' 001 is non-
contact cooling water from a power station condenser and roof drain runoff, Outfall
002 is stormwater runoff. Outfall 003 is noncontact cooling  water from electric
furnace, roof drainage, and storm water, Outfall 004 is stormwater and roof drain
runoff, Outfall 005A  is clarifier overflow to recycle system, Outfall  005 is emergency
overflow from untreated process water from recycle system and storm water, Outfall 006
is emergency-overflow from untreated process water and noncontact cooling water,     ,
Outfall 007 is emergency overflow from untreated process water and storm water, and
Outfall 008 is intake screen backwash water.  Outfalls 001,  002, 003,  004, 005, 007,
and 008 discharge to Lake Michigan. Outfall 005A is the internal outfall, and Outfall
006 discharges to Calumet River.  Effluent limitations for the discharges are based
on State Standards, and BAT effluent guidelines.
Effective Date:  July 30, 1988
Expiration Date:  December 1, 1992
Abstract Date:
  Final Permit
March 22, 1989
                               EFFLUENT LIMITS  (FINAL)

IL0002691:  USS Steel-South Works

       Pollutants         Outfall      Avg./Max. Limits  and Units
                  Monitoring
, 1
Flow(MGD)
Temperature
Iron
pH
TSS
Fecal coliform
TSS
Oil, Fat. & Grease _,
Iron
Lead
Mercury
Lead
Zinc
Zinc
Temperature
Flow(MGD)
Temperature




•
001-7.9 :30 day ave. & mo. daily max.
001, 3. &7: Seasonal dependent*
001-004 :Report
001-4.9 :6.0 - 9.0 S.U.
:Report
003 :400/100ml
005. 6. &7: 15/30 ma/1
: 15/30 ma/1
5.5A,6,7:Report
005,6.&7:Report
5.5A.6.7:ReDort
005A :0.2/0.4 ma/1
:0. 45/1. 35 ma/1
006-007 :Report •
006 s "
008 : " '
009 : "
. • • • , '
* ' :- " =. '
J '•;,'"
•

When monitor,
Daily Grab
1/w Composite
" Grab
1/w Composite
" Grab
Daily Comp.
n n
Grab
n n
n "
n n
n n
n n
Daily "
1/w Es t ima t e
" Grab




*Jan-Mar  45F.Apr  SSF.May 60F.Jun  70F,Jul-Sept  SOF.Oct  65F.Nov 60F,Dec 50F; Maximum
temperature  rise  above natural  temperature must not exceed 3F.	•• -. -	
**Temperatures  shall not exceed 93F more  than  5% of the time, or 100% at any time at
the edae  of  the mixJJTcizone,	:	• 	'    	

-------
IL0002861:  The Mobil Oil Company in Joliet, is in the Petroleum Refining
Category  (40 CPR 419).  The facility processes 193,000 barrels of crude oil per
day using crude distillation, desalting, vacuum distillation, fluid catalytic
cracking, and delayed coking processes(SIC 2911).  Three discharges consist of
cooling tower blow3own, boiler blowdown, process wastewater and sanitary waste to
Outfall 001, non-contact cooling water to Outfall 002, and storm water to Outfall
003.  Wastewater treatment consists of API separation, flocculation. neutralization.
dissolved j^it flotation, activated sludge, coagulation, sedimentation, and
disinfection.  The receiving water for all outfalls is the Des Plaines River.
Effluent limitations are based on State Standards. BAT effluent guidelines, and
BPT effluent guidelines.  One year prior to expiration of the permit an acute toxicity
i£St is required utilizing fathead minnows and Daphnia magna. Daphnia pulex „ p£
Ceriodaphnia, dubia. and a chronic test is required using the green alga.Selenastrum
capricornutum.  The test duration for the fish and alga tests will be 96 hours,
while the test period for the other species will be 48 hours.  Test concentrations
will be 100, 50, 25, 12.5, and 6.25% using receiving stream water as dilution water. *
Effective Date:  April 29, 1988
Expiration Date:  December 31, 1992
                 Abstract Date:
  Final Permit
March 21, 1989
                               EFFLUENT LIMITS (FINAL)

IL0002861:  Mobil Oil Company

       Pollutants         Outfall
Avg./Max. Limits  and Units
  Monitoring
• • ' • ,
Flow(MGD)
BCD5
TSS
pH
COD
Oil. Pats, and Grease
Phenols
Chromium (Total)
Chromium (Hexavalent)
Sulfide
Anmon ia-Nitroaen
Cyanide
Flow(MGD)
TOG
Temperature
Flow (MOD)
Oil S Grease
TOC
PH
: 001 :Dailv
: : 600/1345
: : 751/16812
: :6.0 - 9.0
i : 11390/21950
: : 450/890
: :7. 37/20. 2
: : 8. 69/24. 92
: :0. 71/1. 59
: :8.6/19.3
: : 600/1177
: :3.0/6.7
: 002 :Daily
: : Influent and
: :93dea F 95%
: 003 rDaily
• *
• •
: :6. 0-9.0

Ibs./d
it
S.U.
Ibs/d
n
it
n
n
n
n
n

Effluent
of time or



S.U.

(20/40 ma/1)
(25/50 ma/1)


(15/30)
(0.3/0.6)
(1.0/2.0)
(0.1/0.2)

(20/35)
(0.1/0.2)

5,0 max.
lOOdea F

15 max.
35 max.
»' • '
Continuous
:'2/w Composite
. n n
j " Grab
: " Composite
:l/w "
:2/w Composite
;« n
. " "
.11 n
... " "
»n n
Continuous
jMonitor
•2/w Grab
jContinuous
;2/w Grab
. n n
. n n . ,

-------
IL0003115;  The Del Monte Corporation,  in Mendota,  is  in the Canned and Preserved
Fruits and Vegetables Processing Category(40 CFR 407, Subparts F and G) and
prepares, cans, and preserves peas, corn, and prune juice for human consumption
 (SIC 2033).  The discharge consists of  sanitary waste, process water, cooling water,
and storm water.  Wastewatef treatment  consists of a settling pit, aeration
lagoons, and fiii & solids separation unit.  The preparation and canning process water,
sanitary wastewater, and storm water are treated and discharged via Outfall 001.*
Cooling water and the storm water from  the plant site are discharged via Outfall 002.
Wastewater from Outfall 001 is applied  to an irrigation field and a tile Interceptor
pit before discharged.  Both outfalls discharge to Second Creek, a tributary to
Little Vermilion River.  Outfall 001 is an internal outfall which is the pumped
wastewater from the aeration lagoons to the irrigation field.  Effluent limitations
are based on three years of maximums as reported on submitted DMRs from industry,
and State Standards. ;     , ,
Effective Date:  August 2, 1987
Expiration Date:  March 1,1990
                                   Final Permit
                 Abstract Date:  March 20, 1989
                               EFFLUENT LIMITS "(FINAL)
IL0003115:  Del Monte Corporation

       Pollutants    :""    Outfall
Avg./Max. Limits  and Units
Monitoring

Flow ^ ..'•_,
BOD5 •'-•"-_,
TSS • '
pH
Fecal col if orm
Flow _j
BOD5
TSS
pH
Oil and Grease -.-
Temperature*
Chlorine Residual

.


, - - ; - • -.
001,OOlA:mbnitor only
:45. 5/125.1
: 55. 0/150.1
:6.0 - 9.0
:<400/100ml.
002 tmonitor only
:24/63,2
:28.8/75.8
:6. 0-9.0
: 36/94, 7
:Dec-Feb . <60F
:0.75
... - . • -
•
• ..
• . -- •


Ibs./d
n •
s.u.


Ibs . /d *
n
S.U.
Ibs./d
.Mar-Nov<90F
ma/1






(10/20 ma/1)
(12/24 ma/1)



(10/20 ma/1)
(12/24 ma/1)

(15/30 ma/1)







when disch.
2/w Grab
>n n • *
n n
n n
when disch.
2/w Composite
n n
" Grab
n n
h n
n n
-
'


*Maximum temperature rise above natural temperature must not exceed 5F. arid
shall not exceed maximum limits during more than one percent of the hours in the
12-month period ending with any month, and at no time shall the water temperature
exceed  the maximum limits bv more than 3F.                               •	

-------
IL0003140:  The Minnesota Mining and Manufacturing Company in Cordova, is ini the
Organic Chemicals Manufacturing Category (40 GFR  414) and produces resins, herbicide
preparations, putty and allied  products, and inorganic pigments  (SIC 2821, 2879, 2851,
and 2816).  The wastewater consists of boiler blowdown,  organic manufacturing process
water, sanitary water,  inorganic process water, and non-contact process water.  The
wastewater  is treated by neutralization, sedimentatioTU. equalization, aeration.
stabilization, mixing, chemical precipitation, aerobic digestion, and land
application.  The wastewater is discharged through Outfall 001 to the Mississippi
River.  The permit limitations  are based on State Standards. ' Biomonitoring is
required using an acute toxicity test with three,  trophic levels of organisms  (fish,
invertebrates, and plants).  The tests shall be conducted on fish and algae over a
96-hour period while the invertebrates should be  tested over  a 48-hour period.  The
suggested species for use are Fathead Minnow, Ceriodaphnia. and Selenastrum
capricornutum.  Chemical specific testing for 113 priority pollutants is also required
to address  human health affects.
Effective Date:  August 9, 1984
Expiration Date:  July 1, 1989
                                       , •       Final Permit
                             Abstract Date:   April 25,  1989
                               EFFLUENT LIMITS  (FINAL)

IL0003140:  Minnesota Mining and Manufacturing Company

       Pollutants         Outfall      Ava./Max. Limits  and Units
                                               Monitoring
Flow (MOD)
001
                :When Monitor.
BODS
      :1151/2302 lb/d
 (20/40 ma/1)    ;2/w Composite
3SS.
      :1439/2878
 (25/50 ma/1)
                                  :6.0 to 9,0
                             S.U.
Flouride
      ;864/1728  lb/d
 (15.0/30.0 ma/1):"
Iron •> Total
      :115.1/230.2 lb/d
 (2.0/4.0 ma/1)  ;  "
Fecal coliform
      ; 400/100 ml
                il/m   Grab
Ammonia Nitroaen*
                             (15 mq/1 max.)  :
                     Composite
Fats. Oil and Grease
      : 864/1728 lb/d
(15.0/30.0 ma/1);"
Grab
Temoerature**
      :Seasonally dependent
                ;2/w
Cyanide,
      :Report
                     Composite
Mercury
Manaanese
*If the ammonia nitrogen concentration in the receiving stream, after the appropriate
mixing zone for the effluent and the receiving stream, exceeds. 1.5 mg/1; the unionized
ammonia as N concentration shall not exceed 0.04 mg/lT  if th? unionized amrnonia  - _
concentration is exceeded, the effluent shall meet from April through October 1.5 mg/3.
and from November through March 4.0 ma/1. __ , -- ; -- , -
**Maxirnom temperature rise above natural temperature must not exceed 5F.
shall not exceed Jan-Feb 45F. Mar 57F. Apr 68F. May 78F. Jun 85F. Jul-Aua 86F. Sep 85F
dot 75F. Nbv 65F. Dec 52F..                 .     ...       r    w.:.^/   •  :

-------
IL0003417;  Del Monte Corporation in Rochelle, Illinois, manufactures pudding all year
round and processes corn during August and September (SIC 2033).  Plant operations
place the facility in the Dairy Products Category (40 CFR 405, Subpart H, Ice Cream,
Frozen Desserts, Novelties and  Other Dairy Desserts Subcategory) and the
Canned and Preserved Fruits and Vegetables Category (40 CFR 407, Subpart G, Canned and
Preserved Vegetables Subcategory).  App^ximately 0.755 mgd of process wastewater from
washing and can cooling  operations is discharged to Kytie Creek via McAdams Lateral at
Outfall 001.,  Outfalls  002 and 003 were regulated in the previous permit but are no
longer active due to cut-backs and closures of specific plants.   Process wastewater is
treated with  solids screening,  lagoons in  series, flocculation, and settling prior to
discharge. The permit limitations are based on Illinois Pollution Control Board Rules
and Regulations which are more  stringent than applicable effluent guidelines for the
dairy products and fruits and vegetables industries.   The permit does not include
biomonitoring requirements or a BMP plan.
Effective Date:
Expiration Date:
May 16, 1986
March 1, 1990
Abstract Date:
  Final Permit
April 21, 1986
                               EFFLUENT LIMITS (FINM,)

IL0003417:  Del Monte Corporation

      Pollutants          Outfall      Avg./Max. Limits and Units
                                                       Monitoring
Flow
BOD-5
TSS
Ammonia-ljtLtrogen
Chlorine Residual
Fecal Colif orm
PH






, <





s
!
001
.
,
-
• -
'












•

' -

treport
: 120/250. 2 Ib/d 10/20 mg/1
:144/300.2 " 12/24 "
!** ' - .. ' • ' •..••..-•.. ;:--• : '
t4.7/— Ib/d 0.75/— mg/1
~/400 per 100 ml
6.0 - 9.0







• - '' ,


. ';'.-.-

••••••. • •
. '
measure*
2/w camp
" "
H " H
ti it
" grab
M n









•
•
.
.
- - . - -
1 " " • ,
.
 *When monitoring.
**Limited to a level that will comply with the provisions of IL Pollution Control
  Board Rules and Regulations, Chapter 1,. Subtitle G, Section 304.301 during its
  effectiveness, and thereafter to a level that will not cause an exceedence of the
  the water guality standard in Section 302.212, Chapter 1, Subtitle C.

-------
IL0003794:  The Northwestern Steel and Wire Company, is in the Iron
Manufacturing Category  (40 CFR 420) and produces steel rods, structural shapes, wire
and nails  (SIC 3312).  The discharge consists of treated process water to Outfall 001,
non-contact cooling water to Outfall 002, river screens backwash to Outfall 003,
recirculation system treated blowdowh to Outfall 004, stormwater overflow of recircu-
lation system to Outfall 005, and noncontaminated Stormwater to Outfalls 006* 007,
008r and 009.  The receiving water for all discharges is Rock River.  The wastewater
is treated by sedimentation, slow sand filtration^ chemical precipitation., neutrali-
gation.. vacuum filtration, and oil/water separation.  Effluent limitations are based on
State Standards, and BAT/BPT effluent guidelines.
Effective Date:  April 28, 1988
Expiration Date:  February, 1, 1993
                                               Final Permit
                             ; Abstract Date:  March 24,  1989
                               EFFLUENT LIMITS  (FINAL)

IL0003794:  Northwestern Steel and Wire Company
       Pollutants
Outfall
Ava./Max. Limits  and Units
                                                                          Monitoring
Flow(MGD)
Teiroerature*
t)H
TSS
Fats, Oil s Grease
Iron, Total
Lead, Total 	
jjjlncr Total 	
Flow(MGD)
TSS
Pats f- Oil_&_Girease 	
Flow(MGD)
rpqo
Fats, Oil & Grease 	
Iron , Total
Lead, Total
ff inc , Total 	
Chromium,_Hexavalent_
: 001. 004
:001.2.4
.
: 001
.
.
.
.
i 002
.
: 002
s 003
: 004
.
.
.
.

. •
: Seasonal dependent
:6.0 - 9.0 S.U.
•87.3/215.9 lb/d
:87.3/215.9 lb/d
ill. 6/28. 8 lb/d
•1.16/2.88 lb/d
12.61/7.84 lb/d

iReoort
iReoort

•162.1/432.3 lb/d
•83.6/432.3 lb/d
i21.6/57.6 Ib/d
:2.16/5.76 lb/d
f 5. 5/16. 5 lb/d
si. 08/4. 32 lb/d



(15/30 ma/1)
(15/30 ma/1)
(2.0/4.0 ma/1)
(0.2/0.4 ma/1)
(1.0/2.0 ma/1)




(15/30 ma/1)
(15/30 ma/1)
(2.0/4.0 ma/1)
(0.2/0.4 ma/1) ,
(1.0/2.0 ma/1)

1/W
Instant.
,. Grab
n n

Composite
1/Ouarter Grab
1/W







n



(0.1/0.3 ma/1) : "
Composite


Estimate
Composite
Grab
Estimate
Composite
Grab
Composite


Grab
 *Maxinum temperature rise above natural temperature must not exceed  5F.  Temserature
 shall not exceed Jan-Mar 60F.  Apr-Nov 90F. and Dec 60F.   At no time  shall  these  temp-
 eratures be exceeded by more than 3F.                        —'•   •—',. :- •:' —;!,'•"''. -• .-

-------
 iLOOp4219r The Indian Refining Company, in Lawrenceville is in the Petroleum Refining
 Category (40 CFR 419) and is inactive, however, was operated to produce liquified
 petroleum gas, motor gasoline, aviation gasoline and jet fuel, burner oil, diesel oil,
 home heating oil, residuum fuel oil, and asphalt materials from, raw crude oil  (SIC
 2911).   The facility has one discharge, Outfall 001 which is received by the Embarras
 Rivert  The wastewater consists of storm water runoff,  and sanitary water.  The
 treatment consists of septic tanks, oil-water  separation, settling ponds, equalization
 P9nd§, aerated, lagoons.- aerobic digestion, anaerobic digestion,, and land application.
 The  discharge is limited to storm water and sanitary water, free from process and '
 other wastewater discharges.  The permit limits are based on State Standards, and
 BAT  effluent guidelines.                                      .
Effective Date:  October 29, 1988
Expiration Date:  July 1, 1993
                  Final Permit
Abstract Date:  April 24, 1989
                               EFFLUENT LIMITS (FINAL)

IL0004219:  Indian Refining Company

       Pollutants
'"•"-"' " •'"•"' '1 "' "• " " --^" - .^j-m.i..-1-i 	 vmvj WHJ.I—1 .l-HMl J.L.U.L JJ1M
	 : 	 - 	 : 	 J 	 :.•• •-:•'-•" - . : - . - • • . •
Flow (MGD^
DH
TSS
BOD5
COD
FatSj Oil &J3rease
Phenols
s 001 r .]./,
: r6.0 - 9.0 S.U. .]/,
•' " '•'--• (30/60 ma/11 • "
'• '• (30/60 ma/lV : "
• : :Report ; . "
: : (15/30 ma/n . "
— 5- 	 	 	 S 	 -. 	 	 ; 	 (0.3/0.6 ma/1) : "

w Grab
Composite
• ' • n
n
n
n

-------
ILQ024074:  The Sas£g£ Healthcare Corporation in Round Lake, is in the Pharmaceu,tte?l
Manufacturing  (40 CFR 439) and Plastics Mold ing- and Forming Categories  (40 CFR  463),
and produces surgical and medical instruments and apparatus, rubber and miscellaneous
plastic products, and pharmaceutical preparations  (oral, injactable, and topical)
(SICs 3841, 3079, and 2834).  The discharge consists of process wastewater, sanitary
wastewater, cooling water,  stormwater,  and is treated by multimedia filtration,
screening, chemical precipitation, coagulation, dechlorination. disinfection^ aerated
lagoons, stabilization ponds, chemical  conditioning, drying beds, gravity Chickenjng,
sludge lagoons, and landfill.  The wastewater is discharged through Outfall 001 to
an unnamed tributary to Squaw Creek.  The permit limitations are based on State,
Standards and BPJ.  Biomonitoring is required using acute and chronic toxicity
testing.  The acute tests are to be run on at least two trophic levels of aquatic
species, with  suggested  species of the  Fathead Minnow and Ceriodaphnia.  A short-term,
chronic test is required using three trophic levels with suggested  species of the
Fathead Minnow,  Ceriodaohnia and Selenastrum capricornutum.  Testing shall be
conducted on fish and algae over a 96-hour period while invertebrates should be tested
over a 48-hour period.  Tests should be performed on 100% effluent.  Biomonitoring
tests are to be performed bi-monthly until acceptable toxic ity tests are reached.  The
first time the effluent shows toxicity  the permittee should immediately implement a
toxicity plan.  The plan is to include an evaluation to determine^which.chemicals are
contributing to  the toxicity and removal/reduction of those chemicals.
Effective Date:  July 27,  1985
Expiration Date:  May 1, 1990
                                                                         Final Permit
                                                       Abstract Date:  April  24, 1989
                                EFFLUENT LIMITS (FINAL)
 IL0024074:   Baxter Healthcare Corporation

        Pollutants         Outfall      Avg./Max.  Limits	and-Unlta
                                                                         Monitoring
Flow
nH
TSS
BODS
Oil
vJJ"-
Phosi
AltTOQl
Feoa
Ohio
Cyan
(MGD) 	



& Grease 	
ohorus
n ia-Nitrogen
1 coliform 	

ttfi** 	
: 001 :
:6.0 - 9.0 S.U.
: -66.2/150.1 Ib/d
155.2/125.1 lb/d
• : 82. 8/187. 7 Ib/d
: -5TV6.3 lb/d
.*
; 	 • 400/lOOml
; ;2. 2/2.5 lb/d
; :0. 55/1-25 lb/d


(10/20 ma/1)
(12/24 ma/1)
(15/30 ma/1)
(1.0 max. ma/1


(0.4 max. roa/1
(0.1/0.2 ma/1)
Measure\Monit,_
t2/w
Grab
" Composite

1/m
tl&L.
Grab
Composite
l/m "
2/V,
Grab

1/m
Composite
 *The ammonia-nitroaeri concentration shall be limited to a level that will not cause
 the receiving stream to exceed the water gualitv standard^.	  _	
 **In lieu of cvanide monitoring, permittee may certify that cyanide is not
                                                                           fa(3]
           ^-»J- ^.JfMJl J---"— 4MV.«— ^v^^—.-l r I	--.	r-,	—-1- i  T             .1	;  -  -  -
          ted in any manufacturing process.  Certification shall hg stated on each
    bhly DMR,
                   eguired to monitor and report concentration? f?f ^.^ following listed
231
       iters at 6 month intervals.  The sample shall be a 24-hour composite..
       -	    Aniline
                                           Butylamine
 £ia.
                                           Carbon Disulfide
                                           Cyclohexane
 TjTichlQgQf^
                                           Formaldehyde
        (a)
                                           Strontium
                     hthalat
                                          Uran
          ^1 Ph
                                           Vanadium
                                           Xyleno

-------
IL0033863:  The Woodstock Die Cast.  Inc. in Woodstock, is in the Metal Finishing
Category  (40 CFR 433) and the Metal Molding and Casting Category  (40 CFR  464).  The
facility processes are melting  and die casting of aluminum and zinc alloys,
electroplating, and machining and metal finishing  of material  (SICs 3361, 3369, and
3471).  Operations which contribute to wastewater  flow are  die casting,
electroplating, phosphating, dichromating, cleaning, boiler blowdown, and non-contact
cooling water.  The process waters are treated by  diatomaceous earth filtration.
evaporation, flocculation. distillation, flotationA multimedia filtration.
sedimentation, chemical oxidation, coagulation, chemical precipitation.
neutralization, reduction, gravity thickening, vacuum filtration. and landfill.  The
treated process wastewaters are discharged through Outfall  001 via the City Storm
Sewer to  the South Branch pj:  Nipper sink. Creek.  The non-contact cooling water is
discharged through Outfall 002  via the City Storm Sewer to  the South Branch Q£
Nippers ink Creek.  The permit limitations  are based on State Standards and BAT
effluent guidelines.                                    ,  ,
Effective Date:  August 30, 1985
Expiration Date:  June 1, 1990
                                               Final Permit
                             Abstract Date:  April 25, 1989
                               EFFLUENT LIMITS  (FINAL)  ,

IL0033863:  Woodstock Die Cast, Inc.
       Pollutants
                      Limits  and Units
                 Monitoring
Flow (MGD)
_Q01.
               !'.2/w Contin.
CBOD5
       ;42/84  Ib/d
(10/20 ma/11
                                                                             Composite
TSS
       ;50/100
(12/24 ma/1)
Copper
       ;2.1/4.2
(0.5/1.0 ma/1)  ;l/w
Phosphorous
       ;4.2  Ib/d max.
Chromium. Total
Chromium, Hexavalent
Nickel
Zinc
Cyanide
DH -- . -'
Lead
Oil & Grease
Cadmium
Silver
Total Toxic Organ ics*
Flow (MGD)
Temperature**
nH

: :2.4/4.8 Ib/d
:0. 4/1.2 Ib/d
:4. 2/7.0 Ib/d
:4. 2/7.0 Ib/d
: 0.312/0. 58 Ib/d
•6.0 to 9.0
iO.S/1.6 Ib/d
:63/126 Ib/d
'sO.6/1.2 Ib/d
•0.4/0.8 Ib/d
•
002 :
: Seasonal dependent
:6.0 to 9.0
-.-...
(1.0/2.0 ma/1) :2/w
(0.1/0.3 ma/1) : " "
(1.0/2.0 ma/1) : "
(1.0/2.0 mg/1) : " .'"'•'
(.65/1.2 ma/i) : " "
S.U. i " ' Grab
(0.2/0.4 ma/1) :2/vr Composite
(15/30 ma/1) sl/m Grab
(0.15/0.3 mg/l):2/yr Composite
"(0.1/0.2 ma/1) : " "
(1.87 mg/1 max.):
:2/w Estimate
: " Grab
S.U. :
•
*The pollutants listed in 40 CFR 433.11(e) for
least two grab samples for volatile pollutants and a 24-hour composite sample
base/neutral, acid and PCB compounds.  After review of the results, the Illinois EPA
mav modify this permit to include effluent limitations for specific toxic organic
pollutants, or to continue to modify the monitoring program as appropriate.	
**Maximum temperature rise above natural temperature must not exceed 3F.   Temperature
shall not exceed Jan-Mar 60F. Apr-Nov 90F. and Dec 60F.  At no time shall these temp-
eratures be exceeded bv more than 3F.

-------
IL0034622:  Reichhold Chemicals. Inc. in Morris, is in the Plastics & Synthetic
Materials Category  (40 CFR 416) and produces synthetic resins (unsaturated Polyesters
and PVA/Acrylic Emulsions (SIC 2821).  The wastewater consists of process water, de-
ionizer blow-down, softener blowdown, boiler blowdown, cooling tower blowdovm, storm-
water, and sanitary waste.  There are two Outfalls, 001 and 002, both discharging  to
the Illinois River.  The wastewater from Outfall 002 is sanitary waste and  is treated
by activated sludge, and is. disinfected  fey. chlorine.  The wastewater  from Outfall  001
is treated by activated sludge, vacuum filtration, and landfilled.   The effluent
limitations are based on State Standards. The permit has a reopener clause
which states that the Illinois EPA may modify the permit during its term to
incorporate requirements for biological toxicity testing of discharges or r<5ceiving
waters, and to incorporate limitations based on the results of such testing.
Effective Date:  February 28, 1986
Expiration Date:  December 1, 1990
Abstract Date:
  Final Permit
March 30, 1989
                               EFFLUENT LIMITS (FINAL)

IL0034622:  Reichhold Chemicals, Inc.

       Pollutants         Outfall      Ava./Max. Limits  and Units
                  Monitoring

Flow(MGD)

BOD5
TSS
COD
Flow(MGD)
oH
POD5
TSS
FecaJLjcol if orm







. . •
: 001 :
: :6.0 - 9.0 S.U.
: :10.8/49.4 Ib/d (20/40 ma/1)
: r!3. 5/61.7 Ib/d (25/50 ma/1)
: rReoort
: 002 • :
: :6.0 to 9.0 S.U.
: :1.2/3.3 Ib/d (20/40 ma/1)
: : 1.5/4. 2 Ib/d (25/50 ma/1)
: :400/100 ml
• - .
. . • •

. . , ' :

• • . . * •

• :
When Monitor.
1/mp Grab
".. Composite
n n

WheQ Monitor.
1/mo Grab
" Composite
n it
" Grab








-------
IN0000027:  The American Maize Products Company, in Hammond, manufactures starch
products, animal  feeds, dextrines, dextrose sugar, and corn syrup from corn  (SIC 2046)
and is in the Grain Mills Category  (40 CFR 406; Subpart A, Corn Wet Milling).  .Outfall..
001 discharges 1.1 MGD of noncon tact cooling water and treated  process" waste water
originating from  internal outfall 101 to Lake  Michigan.  Outfalls 002, 003, 004, and
005 discharge uncontaminated cooling water to Wolf River Channel which leads  to Wolf
lake.  Excess, unused Lake Michigan water that has been pumped into a well for
possible use as cooling water is also discharged to Wolf River Channel at a rate of
6.2 MGD via Outfall 006.  Outfalls 002 through 006 go untreated.  Process  wastewater
is treated by an aerated lagoon, three polishing lagoons, alum and polymer addition
f°r prec ipitat ion of solids, pH adjustment and clarification.  Internal Outfall 101
monitors the wastewater as it leaves the final clarifier and internal outfall 201
monitors the wastewater before it enters the aerated lagoon.  Effluent limitations are
based on State water quality standards.  The permittee is required  to develop the
ability to use alkaline chemicals in place of ammonia for pH adjustment and to cease
the use of ammonia no later than six months after the effective date of the permit.
A reopener clause addresses the State's ability to incorporate  ammonia limits into the
permit "should future data indicate the need for such limits to protect water  quality.
Effective Date:  February 1, 1988
Expiration Date:  February 28, 1991
Abstract Date:
     Final Permit
February 14, 1989
                               EFFLUENT LIMITS (FINAL)

IN0000027:  American Maize Products Company

       Pollutants         Outfall      Avg./toax.  Limits* and Units
                     Monitoring
'•"•'• : : •' • "'•'•• ' - •
Flow
BOD5
TSS
Ammonia
Temperature
DH
Flow
Phosphorus
Jan.. Feb;. Dec.
Nov.. March. April.
May . June . July .
Aug.. Sect.. Oct.
TSS
Flow
Phosphorus
Flow 002
pH
Flow




*Avg. Dailv/Max. Daily
: 001




•
: 101
• '' -





: 201

.003.004

: 006





:mbnitor only
: 2655/7966 Ib/d
rmonitor onlv
•• - B -..•-.- .;• ..-...-••

:6.5 - 8.5
... .. . . .• . ...
:4335 Ib/yr (yearly maximum)
:4.0/— ma/1

* • - '. ...

: 2250/7648 Ib/d
:monitor only
. ; - ....-.• .....
.005 " .
:6.5 - 8.5
:monitor ohlv
: . ' •• • ' ' ' •
: •'••-"• ••'••• -



: continuous
: 5/w 24-^hr comp
: 2/w " •
:5/w
:l/d grab
. n n
: continuous
: 1/d 24-hr comp
. n n
:5/w "

" . , - , -
:2/w 24-hr comp
:l/w continuous
:" 24-hr comp
: " estimate
'-:'".' grab
: " estimate
* . . . •
•
.'.-.-• -- -
.-. . • . - -• -• .


-------
IN0000108:  The Amoco Qil Company operates a petroleum refinery, in Whiting, that has
a capacity of 336,100 barrels/day.  This facility is in  the Petroleum Refining,
Category.  (40 CFR 419, Subpart D) and produces gasoline,  heating fuel,  jet fuel,  diesel
fuel, lubricating oils, asphalt, coke, and waxes from crude oil  (SIC 2911) that is
piped to  the refinery.    Lake Michigan receives 14.4 mgd of contact process water,
process are stormwater runoff, cooling tower blowdown, ballast water, and contaminated
groundwater from Outfall 001 and 115.0 mgd of once-through noncontact cooling water
from Outfall 002.  Stormwater runoff is discharged from Outfalls 003 and 004 to the
Lake George ftranch of the Indiana Harbor Ship Canal.  Wastewater treatment for Outfall
001 consists of primary separation,  dissolved air flotation, stormwater
surge/equalization, coagulation/flocculation. activated sludge, and filtration.
Wastewater from Outfalls 002, 003,  and 004 is sent through a series of API separators
prior to  being discharged.  Effluent limitations on 001 for BODS, TSS, COD, oil and
grease, and sulfide, and on  002  for total organic carbon are based on effluent
guidelines.  Limitations for phenolics, total chromium, and hexavalerit chromium at 001
and all parameters, excluding pH, for 003 and 004 are based on a Petroleum Refining
Settlement Agreement between the EPA,  API, and  the NKDC.  All remaining parameters are
based on  State water quality standards.  The size factor, process configuration
factor, and process  factor used to  calculate limitations are 1.19,  7.98,  and  1.00,
respectively.  The permit contains  a standard reopener clause.
Effective Date:
Expiration Date:
                 October 1, 1988
                  February 28, 1990
                   Abstract Date:
                                                                          Final Permit
                                                                     February 20,  1989
                               EFFLUENT LIMITS  (FINAL)
IN0000108:  Amoco Oil Company

       Pollutants         Outfall
                                       Avg. /Max. Limits* and Uhits
                                        Monitoring
Flow
                           001   ;monitor only
                                                                       icontinuous
BOP?
                                 t4161/8164    Ib/d
                                      ;5/w 24-hr comp
COD
                                  ;58.427/30.323
Oil and Grease
                                 ;1368/2600
                                      ;5/w   grab
                                  i3646/5694
                                                                            24-hr comp
                                  ;23.1/51.4
Ammonia
                                 ;1030/2060
Phenolics  (4AAP)
                                 ;20.33/73.0
                                      :3/w
Hexavalent Chromium
                                  !2.01/4.48
Total Chromium
                                 ;23.9/68.53
                                                      **
                                  200/400  #/100 ml   (Apr. 1 - Oct. 31);5/w   grab
Fecal Coliform
Total Residual Chlorine
                                 i—/0.05   ma/1  (Apr. 1 - Oct. 31)
Selenium
                                 :monitor only
                                      il/q 24-rhr comp
JSL
                                 ;6.5 - 9.0
                                                                       :3/w   grab
Flow
                           002   ;monitor only
                                                                       «con, t inuous
Total Organic Carbon
                                    •/5.0   ma/1   (Net limit)
                                      ;5/w   grab
Total Residual Chlorine
                                    -/0.04
                 (Oct.  15  - May  31)    sl/w
                                    -/0.2
                                                  (June 1 - Oct. 14)
Oil and Grease
                                 :monitor only
Temperature
                                                                       •5/w continuous
Net Heat Discharged
•2.0 x
                                              BTU/hr
                                                         (daily avg . )
                                  sl.7 x
                                                      (monthly avg.)
pa.
                                 r7.0 - 9.0
                                                                       ;3/w   grab
Total Organic Carbon
                         = 003.004 :—/IIP   ma/1
                                                                                  ***
Oil and Grease
                                                                                  ***
                                  =6.0 -  9.0
  *Avg. Daily/Max. Daily
 **If test  results reveal  a concentration less than the limit for hexavalent chromium.
   the test for hexavalent chromium may be eliminated and reported as the same	
   concentration as  total  chromium for that dav.	:	
***Discharae occurs  only during a  precipitation event and/or snow melt.:    	•

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IN0000116:  The Michigan City Generating Station, owned by the Northern Indiana Public-
Service Company, is a coal-fired steam electric generating station (SIC 4931)  with a
rated capacity of 660 megawatts.  The facility is in the Steam Electric Power
Generating Category  (40 CFR 423).  There is one outfall  (001) which discharges 240.7
MGD of once-through cooling water  (222.8 MGD), low volume wastes from the oil-water
separator (0.4  MGD;  internal outfall 101),  codling tower blowdowri (15.6 MGD;  internal
outfall 201), and ash handling, coal pile runoff, metal cleaning wastes, and
miscellaneous  low volume wastewaters (2.0MGD;' internal outfall 301)  from the ash
ponds.  Most of the ash pond water is recirculated.   Outfall 001 empties into Lake
Michigan.  Effluent limitations are based on BPJ using BPT/BAT effluent guidelines.
which are consistent with  State  water quality standards.  The permit contains a
reopener clause addressing the pending implementation of stormwater regulations and
the revision of the State's water quality standards.
Effective Date:  November 1, 1988
Expiration Date:  August 31, 1993
                                            -.-.-•  Final Permit
                           Abstract Date: "February 14,  1989
                               EFFLUENT LIMITS  (FINAL)
IN0000116:  Michigan City Generating Station
       Pollutants
Outfall
AVQ./
Limits and Units
Monitoring
: : ' .'-•''- :
Flow : 001 :monitor only
Total Residual Chlorine : : — /0.2 ma/1
Chlorination Frequency : :monitor only **
Duration of Chlorination: : " **
Temperature : : "
Flow : 101 : "
TSS : :30/100 ma/1
Oil and Grease : : 15/20 "
pH -!-..-. :6.0 - 9.0
Flow : 201 :monitor only
Free Available Chlorine : :0.2/0.5 ma/1
Ghlorination Frequency : :monitor only **
Duration of Chlorination: : " **
pH : :6.0 - 9.0
Flow : 301 :monitor only ***
TSS : :30/50 ma/1 •
Oil and Grease : : 15/20 . "
Total Copper : : — /0.2 , " ****
Total Iron : :— /l.O " ****
pH : :6.0 - 9.0
: . : .,;•,,.. ...... .. ,. .
. ' ......:. : - • . - - ,. -...-.,.
: : •......•••
: : • • - ......
*During discharge of chlorine-bearing wastewater.
**Not to be discharged more than 2 hrs/dav and not from more
***Monitor daily during discharge of metal cleaning wastes.
1/d 24-hr total
: 1/d grab *
:l/m report
-..'.. n n
:l/d continuous
1/w 24-hr total
:l/w 24-hr como
. : " - grab
. B II
1/d 24-hr total
:l/d grab *
:l/m reoort
. n n
: 1/w grab
1/w 24-hr total
:l/w grab
:2/m
: 1/d 24— hr comp
: " "
:l/w grab
: • , ; . •
* , -
•
.-. . _.• 	 : 	
•

than 1 unit at a time.

****Limitations and monitoring required only during metal cleaning waste discharge.

-------
IN0000205:  The LTV Steel Company.  Inc., in East Chicago, operates an integrated
primary steel works (SIC 3312), with capabilities for coke, iron and steel making,
cold and hot  forming,  and tin, zinc, and chromium finishing and plating operations.
This facility is in  the  Iron and Steel Category (40 CFR 420) and  the Metal Finishing
Category (40 CFR 433).   There are twelve permitted outfalls on the premises and are
described as  follows:  001 discharges 14.9 mgd from the tin mills, cold sheet mill,
central treatment plant, and stormwater runoff;  101 is the internal outfall for the
central treatment plant  which receives 13.176 mgd of process wastewater from cold
rolling,  pickling, hot-dip galvanizing, alkaline cleaning,  tin, and chromium
electroplating;  002, 009, 010 discharge  3.6, 77.04,  and  40.03  mgd, respectively, of
noncontact cooling water; 003, 004, 005 are comprised of the emergency overflow from
the tin mill area plus stormwater runoff; 008 is the emergency overflow from the coke
plant and stormwater runoff;  Oil empties from the terminal lagoon; 111 is the internal
outfall for the sand filter; and 211 is the internal outfall for  the Oily Waste
Treatment plant.  The Indiana Harbor Ship Canal is the receiving  stream for all
outfalls.  The Central Treatment Plant is comprised of oil flotation, fSpeculation.
sedimentation.  chemical precipitation, coagulation, and pH neutralization.  The
HPT/BAT effluent limitations are based on the appropriate effluent guidelines for the
corresponding wastestreams.  The permittee  is required to complete a Toxic Organic
Pollutant Study within nine months from the effective date of  the permit.  The study
is necessary to identify and quantify the toxic organic pollutants contained in the
cold rolling wastewaters, and to ascertain the effectiveness of the Central and the
Oily Waste Treatment Plants.  Based upon the results, the permit may be/reopened to
include additional monitoring requirements and/or effluent limitations.
Effective Date:
Expiration Date:
September 30, 1986
 September 29, 1991
              Abstract Date:
     Final Permit
February 22, 1989
                               EFFLUENT LIMITS (FINAL)
IN0000205:  LTV Steel Company, Inc. (Page 1 of 2)
       Pollutants
         Outfall
Avo./Max. Limits* and Units
     Monitoring
F_low_
          101   ;monitor only
                                 continuous
TSS
Oil and Grease
Tin (Total)
Zinc "
Chromium "
Lead "
Cyanide "
pH
Plow
Oil and Grease
pH
Flow
TSS
Oil and Grease
pH
Flow 00
TSS
Oil and Grease
Tin
Airmen ia
Phenols (4AAP)
Cyanide (Total)
Lead "

: 828/1721 ka/d
:~/568 "
:monitor only
:16. 16/28. 49 ka/d
:18.7/30.4 .. "
:4. 69/7. 53 "
:7. 09/13. 10
:6.0 - 9.5
001 : monitor only
it - .."•"•
:6.0 - 9.5
002 :monitor onlv
n
• w ' " .
:6.0 - 9.0
.004.005: monitor only
n •- ' --
n ' •-••.-
. "
n • ••.••"'
: " -:-
»
•
: "
•
1/w 24-hr comp
" arab
" 24-hr comp
n n
it n
n n
n n
" arab
" estimate
" • arab
n n
" estimate
" arab
n n
n n
estimate
1/d arab
n n
n n
n n
it n
n n
n n

  *Ava. Dailv/Max. Daily

-------
               :             ;   EFFLUENT LIMITS (FINAL)         ,



IN0000205:  LTV Steel Company, Inc. (Page 2 of 2)



       Pollutants         Outfall      Ava./faax.  Limits* and Units
Monitoring
• .• , - '.- '- .-.•••'•••'• . - ••:' • '•- - • ;•--• •' •'-•,- . -.-.-•..
Zinc (Total) 00
DH
Flow
TSS
Oil and Grease
Ammonia
Cvanide (Total)
Piienols (4AAP)
Benzene
Naphthalene
Benzo (a) ovrene
pH
Flow
TSS
Oil and Grease
Ammonia (Net)
Phenols (4AAP) "•
Cvanide (Total)
Chlorides
Sulfates
Fluorides
Total Iron
DH
Flow
TSS
Oil and Grease
Ammonia (Net)
Phenols (4AAP)
Cyanide (Total)
Chlorides
Sulfates
Fluorides
Total Iron
DH
Flow
TSS
Oil and Grease _,
Lead
Zinc _,
Cvanide (Total)
Ammonia (Net)
Phenols (4AAP) " _,
Chlorides
Sulfates
Fluoride
Total Iron
pH
Flow
TSS
Oil and Grease
Lead
Zinc
pH .

3.004.005rmonitor onlv
• > \ • • - • •-•-.-•
008 r ..;".•
••• . : r - -: ••. :• •••'-.•-..

- - >.••••. • • • n ..• ....•-
rl/d arab
../";• ; - n
r estimate
rl/d arab
." n
. n n .
.-..••.. ' " . • . . ,. , ,.-•'. « .••. n •,.:
• "'r- " - •••..•..• • •. •.
:. - ' r-' . " •.-:.. '••.'-.
.it .it
, . n , n •
. " • . it n
— _ _ r . . . - . • - .

009 r "
•r "- • '" , •••,••

-.38.2/107.3 ka/d
r— /2.0 "
rmonitor only
• - . " • •
• . n

,_._. ... r . ,.-.'•
r6.0 - 9.0
010 rmonitor onlv ;

.-.. ' - . n -. n
. n it
1/w 24-hr total
rl/w cirab
. n n
r " 24-hr comp
, . it "
.n n ,
rl/q "
. n n
.it n
.11 n
:l/w "'
1/w 24-hr total
r 1/w arab

: 81. 8/182.7 ka/d
r— /3.0
rmonitor only
" - .... '
...... ,. .n •-.,,.
. • . n -•-.••• - '
tt -.••..-..
r6.0 - 9.0
Oil rmonitor only
r 1556. 7/4140. 7 ka/d
r— /681.8 .•-"•':
r4.63A3.90
-til. 23/28. 20 .•"•
r 14 .26/28. 50
rl52.7/369.0
r— /4.54
rmonitor only

n
•- r .- ....: - '.
:6.0 - 9.0
111.211 rmonitor onlv
=2574/6624 ka/d
r— /2429 "
i2.4Q/7.19 "
r2. 38/7. 14 "
r6.0 - 9.0 (at 111) 6.0 - 9.5
r " 24-hr comp
.it n
. n it
rl/q "
. n n ;

. it . "
r 1/w arab
rcontinuous
rl/w 24-hr comp
• : " arab
r " 24-hr comp


.n n
• n . it
rl/a "
m ft II
: . It •!
. It It
rl/w arab
rcontinuous
rl/w 24-hr comp
r " arab
r " 24-hr comp

(at 211) " arab
.•-.-• : . ". . .'••-..'•-..•.••,•
*Ava . Daily /Max . Daily

-------
IN0000329:  The E.I. DuPont de Nemours &. QOj. plant in East Chicago is in the; Inorganic
Chemicals Category  (40 CFR 415) and produces sulfuric acids,  reagent grade chemicals,
sodium silicate, silica products, chlorosulfonic acid, fluorosulfonic acid,  sulfamic
acid  (SIC 2819)  and  agricultural chemicals (SIC 2879).   Outfall 001 has been
eliminated, consequently only two outfalls  (002, 003) discharge to the Grand Calumet
fiiver.  Outfall 002  discharges boiler blowdown, stormwater runoff, noncontact cooling
water, and water from a scrubber over the loading/unloading rail facility.   Wastewater
from  002 is treated in a two-stage pH neutralization control system.  Outfall 003
consists of wastewater from  the silica products manufacturing processes, queility
control lab, and stormwater  runoff.  Treatment for the 003 discharge includes
equalization, coagulation, flocculation. gravity thickening,  vacuum filtration. pH
adjustment, and pressure sand filtration.  Effluent limitations are based on water
.quality standards and a wasteload allocation study of the Grand Calumet River.  A .
IGC/M5, Scan for volatile organics is required on a monthly basis for the first six
months of the permit.  The permit does not contain a BMP plan  or  a  reopener clause.
Effective Date:  May 3, 1985
Expiration Date:  February 28, 1990
                                                                         Final Permit
                                                     Abstract Date:   February 14,  1989
IN0000329:  E.I. DuPont

       Pollutants
                               EFFLUENT LIMITS  (FINAL)

                        de Nemours & Co.

                          Outfall      Avg./Max. Limits* and Units
Monitoring
Flow
Temperature
Total Lead
Vplatile Compounds
pH
Flow
Temoerature
Total Lead
Vplatile Compounds
pH
Flow (002 i
BODS
COD
Suspended Solids
Total Dissolved Solids
Chlorides
Sulfates
Ammonia

: 002 :monitor onlv
• •
: : " (monitor for 6 months')
: ,. : " (monitor for 6 months)
: " :6.0 - 9.0
: 003 :monitor onlv
• •
: : " (monitor for 6 months)
: : " (monitor for 6 months)
: :6.0 - 9.0
& 003 combined) monitor only
- s 100/200 Ib/d
: :monitor onlv
: i600/900 Ib/d
s : 67. 000/94. 000 "
j : 2000/4000 "
s : 39. 000/52. 000 "
: : 150/300 n
.
:continuous
: 2/m arab
:l/m 24-hr corno
: " arab
sl/d arab
•scontinuous
:2/m arab
sl/m 24-hr conro
• " arab
:l/d • arab
:continuous
:2/m 24-hr COITO
. n "
. n ii
S'l/m
. n n
. n »
: 2/m "


• : . : 	 .; 	 i_

. • . - • • - . • •
; ; : _: 	
: : • - . . : 	
*Ayg, Daily/Max r Daily 	 : 	 * 	 •- 	 	 	 —

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U30000639:  Universal Tool and Stamping Company, Inc.,  located in Butler, Indiana,
manufactures metal products such as automobile jacks where processes include ferrous
metal stamping, assembly, spot welding, zinc and chromium plating and, painting (SIC
3479).   The facility is in the Metal Finishing Category (40 CFR 433).   Outfall 001 has
an average discharge rate of 0.127 mgd,  17% (0.022 mgd) of which is process flow from
internal Outfall 101.   The wastewater from Outfall 101  combines with noncontact
cooling water and discharges from Outfall 001 to Teutsch Ditch. Treatment occurs
before mixing and consists of chrome reduction, pH adjustment,  alum-ferric chloride
polymer flocculation,  and clarification, and sludge is disposed of off site.   Effluent
limitations at Outfall 101 on zinc and TSS are based on BAT effluent guidelines and
limits on chromium and hexavalent chromium are based on water quality standards.  All
limits at Outfall 001 are based on water quality standards.  There is no biomonitoring
requirement included in the permit, but  a solvent management plan must be submitted to
the Indiana Pollution Control Board within 90 days of the issuance of the permit and
is to include a listing pf the toxic organic compounds used or stored on site, a
method of disposal, and procedures for ensuring that they do not spill  or leak into
the wastewaters at the site.
Effective Date:  April 27, 1984
Expiration Date:  February 28, 1989
Abstract Date:
  Final Permit
April 19, 1985
                               EFFLUENT HOOTS (FINAL)

IN0000639:  Universal Tool and Stamping Company,  Inc.

       Pollutants         Outfall      Avg./teax.  Limits and Units
                  Monitoring

Flow
Oil and Grease
BOD-5
PH
Flow
Chromium, Total
Chromium, Hexavalent
Zinc, Total
TSS
Cyanide, Total*
Ammonia as N*
TTO







-




001
.

-
101
..
. .
"
-
•


- - .
.










:
report
10/15 mg/1
— /9.6 kq/d — /20 mq/1
6.0 - 9.0
report
— /0.12 kq/d —/1. 48 mcj/l
— /0.01 " —/O.I
0.12/0.22 " 1.48/2.61 "
2.61/5.0 31/60 "
report
ti
it











1/d
3/w
1/w
1/d
II
3/w
= II
grab
24 hr comp
grab

24 hr comp
« . • ,
II II
II tl
1/m
ii ii
it
it








"
•

*A±ter six months, monitorinq requirenients may be modified for this parameter.

-------
IN0000655:  ITT Aerospace Optical Division of Fort Wayne, Indiana,  electroplates
circuit boards and other specialty electronic items.  The plating metals used are
copper, solder (tin/lead), nickel, gold, silver, zinc, and chromium (SIC 3471) and the
facility is in the Metal Finishing Category (40 CFR 433).  Production is reported as
1,250 square feet per month printed circuit boards and 1,500 square feet per month
plating of fabricated parts, and discharge is through three outfalls  to an itfxSerground
portion of Harvester Ditch.  Outfall 001 and Outfall 002 consist of 0.062 mgd rinse
water from the process area; Outfall 001 serves the printed circuit board plating
operations which involve copper, solder, nickel and gold, and Outfall 002 includes
discharges from  the specialty plating shop and machine shop where metals include
copper, silver,  chromium, and zinc.  Outfall 003 consists of 0.003  mgd rinsci water
from a parts tumbler used for deburring, polishing and brightening operations prior to
plating.  All plating solutions and static rinses are isolated and disposed of off ;
site; there is no treatment provided for the discharged wastewater.  Concenitration
limits on TTO are based on BflT effluent guidelines, and the limit on total (Copper is
based on BPJ. All other limits in the permit are based on water quality standards,
and equivalent mass limitations are calculated based on a flow of 0.09 mgd (maximum
combined  flow of all three outfalls).  One upper limit on pH range was raised to 10.0
due to the high  pH of influent waters.  In addition to the T3D limitations the
facility is required to submit a toxic organic pollution management plan which
includes:  (1)  list of toxic organics used; (2) method of disposal; and (3) procedures
for ensuring these compounds do not penetrate other waters.  At least one GC-MS Scan
of volatile, acid and base/neutral compounds is also required and if  TTO compounds
other than those limited in the permit are  found present, six monthly GC-MS scans are
required.  There is no biomonitoring requirement included in the permit.
Effective Date:
Expiration Date:
August 26, 1984
 June 30, 1989
Abstract Date:
  ELnal Permit
April 19, 1985
                               EFFLUENT LIMITS (FINAL)

IN0000655:  ITT Aerospace/Optical Division (Page 1 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                         Monitoring

Flow
TSS
Oil and Grease
Ammonia (as N)
Copper, Total
Chromium, "
Chromium, Hexavalent
Lead, Total**
Nickel,
Cyanide, "
Silver,
Zinc,






001-003*


•




_








1
report
3.4/5.1 kg/

— /0.96 kg/
—-/0.007
— /0.09
—/0.02
— /0.02
— /0.27
— /0.01
— /0.003
— /0.34







d 10/15
10/15
'd — /2.8
— /0.20
— /0.25
— /0.05
— /0.05
— /0.5
— /0.02.
— /0.01
— /l.O







mg/1
tl
tl
.11
II
It
II
tl
5 "
n
• ii





:
:measure
:l/w 24 gr comp
: " grab
:3/w 24 hr comp
B II II ..
: " "
* n n

.n n
:3/w "
:l/w "
:l/m "
:
:
:
: - ' '
: ' " • .
  *A11 Limits apply to the combined discharge from the three outfalls; 	
 **After six months, these requirements may change if parameter is not presaat in
  significant quantities.	•     	;	.

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IN0000655:  ITT Aerospace Optical Division of Fort Wayne, Indiana, electroplates
circuit boards and other specialty electronic items.  The plating metals used are
copper, solder (tin/lead), nickel, gold, silver, zinc, and ehroinium (SIC 3471) and the
facility is in the Metal Finishing Category (40 CER 433).  Production is reported as
1,250 square feet per month printed circuit boards and 1,500 square feet per month
plating of fabricated parts, and discharge is through three outfalls to an underground
portion of Harvester Ditch.  Outfall 001 and Outfall 002 consist of 0.062 mgd rinse
water from the process  area; Outfall 001 serves the printed circuit board plating
operations which involve copper, solder, nickel and gold, and Outfall 002 includes
discharges from  the specialty plating shop and machine shop where metals include
copper, silver,  chromium, and zinc.  Outfall 003 consists of 0.003 mgd rinse water
from a parts tumbler used for debarring, polishing  and brightening operations prior to
plating.  All plating solutions and static rinses are isolated and disposed of off
site; there is no treatment provided for the discharged wastewater.  Concentration
limits on TTO are based on BAT effluent guidelines, and the limit on total copper is
based on BPJ. All other limits in the permit are based on water quality standards,
and equivalent mass limitations are calculated based on a flow of 0.09  mgd (maximum
combined flow of all three outfalls).  The upper limit on pH range was raised to 10.0
due to the high  pH of influent waters.  In addition to the TTO limitations the
facility is required to submit a toxic organic pollution management plan which
includes:  (1)  list of toxic organics used; (2) method of disposal; and (3) procedures
for ensuring these compounds dp not penetrate other waters.  At least one GC-MS Scan
of volatile, acid and base/neutral compounds is also required and if TTO compounds
other than those limited in the permit are found present, six monthly GC-MS scans are
required.  There is no biomonitoring requirement included in the permit.
Effective Date:  August 26, 1984
Expiration Date:  June 30, -1989
                  Final Permit
Abstract Date:  April 19, 1985
                               EFFLUENT LIMITS (FIN^L)

IN0000655:  ITT Aerospace/Optical Division (Page 2 of 2)

       Pollutants         Outfall      Avg. /Max. Limits and Units
                  Monitoring
- -.•• • -• - 1
Flow
Tin, " **
Cadmium, " **
Formaldehyde
TTO .
1 tl , 1-Trichloroethane
Trichloroethylene**
pH


' •


- ... .-.. -.,- .
[<
•
001-003*
" . .- ' !



,

-
.




1 , - ;
: • • - -.••••.
(continued)
sreport
»
—70.07 kq/d — /0.2 " .
— /0.73 kg/d — /2.13 mg/1
report .
—/O.I mcr/1
6.0 - 10.0


'••'..'





1/m
li
ll '
1/m
ii
11
3/w








24 hr conp
ii
grab
grab
11
ii
11






 *All Limits apply to the combined discharge from the three outfalls.	
**After six months, these requirements may change if parameter is not present in
 significant quantities.         	•    -  -        • .     •         •  	  ---•

-------
IN0001350:  The Container Corporation of America plant in Carthage is in the Pulp.
Paper, and^ Paperboard Category  (40 CFR 430; Subpart E)  and produces rolls of
corrugated paperboard from recycled corrugated containers (SIC 2631).  Outfall 001,
consisting of process wastewater and boiler blowdown (0.91 MGD),  is only permitted to
discharge when the river flow to discharge flow ratio  is  100:1 or greater.  The      ;
treatment system consists of four lagoons arranged in series,  which provide settling
and biological treatment.  Outfall  002 discharges 0.34  MOD of untreated noncontact
cooling water and stormwater runoff.  Both outfalls empty  into the Big Blue River.
Effluent limitations are based on the same rationale as the previous permit.,  however
increased production from 113 tpd to 122 tpd has increased the limits proportionally.
The previous permit had limits based on a  BPJ determination that the propos<2d BCT
effluent guidelines were equal to BCT.  Concentration limits are  imposed to protect
the receiving stream from  a highly  concentrated discharge.  The permittee is
authorized to carry over the unused portion of the yearly allotment to the next year,
or years, in the event the 100:1 dilution ration cannot be maintained during the
current year. Conversely, during periods of high water  when the  drainage from the 12
inch line exiting the No.  4 lagoon  (Outfall 001) is not sufficient to obtain the
effluent flow permitted by the 100:1 dilution ratio,  a  siphon line may be added
provided the dilution provision is met all times.  The permit contains a reopener
clause pertaining to the finalization of stormwater requirements.
Effective Date:
Expiration Date:
October 25, 1987
 September 30, 1992
Abstract Date:
     Final Permit
February 14, 1989
                               EFFLUENT LIMITS (FINAL)

INOC01350:  Container Corporation of America

       Pollutants         Outfall      Avg./Max.  Limits  and Units
                                                        Monitoring
Flow
TBOD5
TSS
Ammonia
Oil and Grease
pH
Flow
pil and Grease
Temperature
pH











001





002














monitor only 1/d w
16.369 ka/yr (100 ma/1 daily max)
19.254 " (100 mci/1 daily max)
monitor only for six months
monitor only for six months
6.0 - 9.0
monitor only measur
n
n
6.0 - 9.0






;
"


'
ien discharging
3/w 24-hr comp
n n
2/m
1/m, arab
1/w
5: when sampling
1/m grab
1/w arab
n n

*

• ••-






••

-------
IN0001414:  Flexel. Inc..  which is owned and operated by the Olin Corporation,  is
located in Govington and produces  cellophane from  wood pulp for use primarily in food
packaging  (SIC 3079).   This plant  is  in  the Organic Chemicals.  Plastics,  and Synthetic
Fibers Category (40 CFR 414).  Boiler blowdown,  water softener regenerant,  viscose
preparation wastewater, cellulose regenerant wastewater, solvent recovery wastewater,
and sanitary wastewater is discharged at a rate of 4.0 MOD to the Wabash River  via
Outfall 001.  Treatment for this outfall consists  of-neutralization.  two aerated
lagoons, and a polishing lagoon.  Outfall 002 has  an infrequent discharge consisting
of noncontact cooling water and stormwater runoff from an adsorption lagoon. Effluent
limitations are based on BPJ and water quality standards.   The permit contains  a
standard reopener clause.
Effective Date:  April 22, 1985
Expiration Date:  March 31, 1990
Abstract Date:
     Final Permit
February 15, 1989
                               EFFLUENT LIMITS (FINAL)
IN0001414:  Flexel, Inc.
Pollutants Outfall Ava»/&ax. Limits* and Units

Flow : 001
TBOD5 (Mav 1 - Nov. 30) :
(Dec. 1 - Apr. 30):
TSS :
COD :
Sulfate :
pH :
Flow : 002
Oil and Grease :
Temperature :
pH • • :
: •'".''• !
Monitoring
:monitor only :continuous
: 390/660 ka/d 2/w 24-hr como
: 520/840 "
:790/1480 "
: 317 8/4767 "
: 7 8. 814/10 8, 960 ka/d
:6.0 - 9.0
: monitor only measure
:— /10.0 ma/1
: monitor only
:6.0 - 9.0
: : ' • . • •'
: :
• * '
: : " - • '
: : • " . ~
: :
*



: : • ' • ' ' • • •- •
n n
n n
n . n
n n
" arab
when sampling
1/w arab
n n
n n


.
"



'

*Ava. Daily^Iax. Daily

-------
IN0001929:  The Dana Corporation, in Hagerstown, manufactures cast iron, ductile iron,
and steel piston rings for internal combustion engines (SIC 3592).  This facility  is
in the Metal Finishing Category  (40 CFR 433) and discharges rectifier cooling water,
degreaser cooling water, black oxide rinse water,  and  various  rinse tank Overflows to
the Whitewater River  via Outfall 001 (0.56 MGD).   Outfall  002  consists of water
softener backwash, boiler blowdown, air compressor cooling water, and storm water
(0.056 MGD).  Wastewaters from 001 enter  a mixing chamber prior to discharge.  All
unusable wastes are concentrated by evaporation and hauled off-site.  Effluent from
002 undergoes oil removal before being discharged.  Effluent limitations are based on
water quality criteria.   The permit contains a reopener clause for upcoming stormwater
regulations and a Toxic Organic Pollutant Management Plan  must be submitted within 90
days of the effective date of the permit.
Effective Date:  June 24, 1987
Expiration Date:  June 17, 1992
Abstract Date:
                                                                         Final Permit
                                                                    February 15, 1989
                               EFFLUENT LIMITS (FINAL)

IN0001929:  Dana Corporation

       Pollutants         Outfall
                                               f  Limits*  and Units
                     Monitoring
: • "-.:'•'•
Plow
TSS
Temperature
Total Chromium
Hexavalent Chromium
Oil and Grease
Total Toxic Oraanics **
Lead
Nickel
Tr ichloroe thylene
pH
Plow
TSS
Temperature
1 . 2-Transd ichloroethylen?
Oil and Grease
pH



001 :monitor only
: 50/75 ka/d (20/30 ma/1)
:monitor only
:-—/!. 2 ka/d (— /0.5 ma/1)
:0. 03/0. 06 " (0.012/0.025" )
:— /25 " (— /10.0 •" )
:— /5.3 " (— /2.13 " )
: monitor only for six months
1/d 24-hr total
sl/m 24-hr comp
s " arab
:2/w 24-hr comp
il/d "
«2/w Qrab
si/ni
;2/m 24-hr comp
:monitor only for six months s " "
tmonitor only
:6.0 - 9.0
jl/m grab
s'2/w
:monitor only measure when samplina
:7. 3/11.0 ka/d .(20/30 ma/1)
:monitor only
» : n
. n
:6.0 - 9.0
si/in 24-hr comp
"„ n -•• arab
. n n
"1/W "
s 1/m
• ' "*
I . .. . . " '•'!••-,-...
: - . . : ••••••«•'••'
*Ava. Daily/Max. Daily
**Monitorina may be waived by a certification letter statina that no
concentirated
toxic oraanics are beina disposed of in the wastewater.

-------
ZN0002666?  Moser Leather Company, Inc., in New Albany, Indiana;  operates a cow and
steer hide tannery  in the Leather Tanning and Finishing Category (40 CFR 425).   Both
vegetable and chrome  tanning are employed and the finished leather is sold for
processing into saddle and bridle leather,  belts, and industrial oil seals (SIC 3111)
Wastewater from the beamhouse, vegetable and chrome tanning lines,  boiler blowdown,
and sanitary wastewater  is treated by screening, neutralization,  and in
aerated laqoons before discharge  from Outfall 001 at an average  rate of  0.13 mgd (0.31
mgd maximum).  Sludge is treated  in sludge laqoons.   Production at  the facility is
reported as follows:   7,360 pounds per day from chrome tanning applicable tothe Hair
Save, Chrome Tan, and Retan-Wet Finish  Subcategory (Subpart B); and 11,040 pounds per
day from vegetable  tanning applicable to the Hair Save or Pulp, Non-Chrome Tan, Retan-
Wet Finish Subcategory (Subpart C).   Effluent limitations  on BOD, TSS, oil and grease,
and chromium are based on BPT/BAT effluent guidelines but limits vary slightly (by
less than one pound per day)  based on a  settlement agreement between EPA and the
Tanners' Council of  America.   Discharge  from the facility  is to Silver Creek until
December 31, 1985 at which time the discharge point must be moved to the Ohio River.
Until that time; a maximum daily  limit  tin total chromium of 1.24  mg/1 is  in effect
based on water quality standards which is more stringent than the BAT limitation for
discharge of this pollutant to the Ohio River. Limits on fecal cpliform  are based on
the ORSANCO disinfection requirement for sanitary wastewater.  The permittee was
required to raise the height of all dikes surrounding the waste stabilization lagoons
to minimize flooding.  Biomonitoring requirements are not included in the permit.
Effective Date:  March 2, 1985
Expiration Date:  January 31, 1990
                                                 Abstract Date:
  Final Permit
April 22, 1985
                               EFFLUENT LBCETS
IN0002666:  Ifoser Leather Company,  Inc.
Pollutants
                          Outfall
                                                 and Units

Flow
BOD-5
TSS
Oil and Grease
Chromium, Total
Fecal Coliform (
Fecal Coliform (
Cadmium, Total**
Copper, " **
Mercury, " **
• : . - : •."--
: 001 :report
: : 27. 7/61. 4
: :40.4/88.5
: :11.5/25.4
(1) : t 0.57/1; 56
4/1-10/31) : 200/400
11/1-3/31)

• •
•
•
pH :: •
..:••• - -. - :
- •
• • .-• :
:

: •• :
1000/2000
report


6.0 - 9.0

-- r— • 	 — 	 1 	 _

kg/d (56.2/124.6 mcr/J
" (82.0/179.6 "
(23.3/51.5 "
(1.16/3.16
per 100 ml
, . H . ' '.





•
:measure
.•*)il/w 24 hr comp
*y. » »
*): " grab
*): " 24 hr comp
:l/q grab

:l/m 24 hr cotnp
.11 n
.-,-•11.- ii
:l/w grab
. ii n
' ' " •-.-,'. : "
1 •;•-.••••.
- - -- ----- ... ,•••-•••• --


*jsguiva±ent concentrations based on 0.13 mod flow, but not included
**After three months monitoring, permit may
(1) Until Outfall 001 is redirected to the C
1.24 mg/1.

be modified.
Xiio River, maximum daily

•• •'. ••,-. .,-••--••• - . •
in the permit.

limit is


-------
IN0002861:  The Eli Lilly and Company's Tippecanoe Lab in, Lafayette,  is in the
Pharmaceutical Manufacturing Category (40 CFR 439, Subparts A & C) and the Pesticides
Manufacturing Category (40 CFR  455, Subpart A).  The plant produces antibiotics and
Pharmaceuticals  (SIC 2833) and agricultural chemicals arid pesticides  (SIC 2879).   The
plant has a single outfall (001) which empties 10.06 mgd of process wastewater, boiler
blowdown, noncontact cooling water, and treated sanitary wastewater to the Wabash
River.  Wastewater treatment consists of equalization, clarification, activated
sludge, sludge thickeners, centrifuges, neutralization, and aerated lagoons.,  Solvents
and other organic compounds  are recycled and high COD water wastes are incinerated,
while some wastestreams undergo carbon adsorption.  Sanitary wastes are treated
separately and monitored at  internal  outfall 101 before being combined with the main '
wastestream.  Internal Outfall  607 is the monitoring point for the carbon adsorption
unit.  The effluent guidelines  are the basis for the HPT limitations, except for total-
cyanide which is based on water quality considerations.  Acute flow-through toxjcity '
tests, using fathead minnows and lasting  for  7 to 15 days, must be performed on a
continuous basis for one year.  These tests are to be done with a 40% effluent
solution.  Quarterly chronic static renewal toxicitv tests, using Ceriodaphnia and
fathead minnows, are also required.  The permittee  is required to develop a strategy
for conducting a Toxicitv Reduction Evaluation within six  months  of the eff<5ctive date
of the permit.  Should the toxicity test results indicate a mortality greater than or
equal to 50% in the acute test  or a NOEL less than  12%  in  the chronic, the TRE
strategy must be implemented within 15 days or sooner.  The permit contains a standard
reopener. clause concerning the  presence of toxic organic chemicals.
Effective Date:
Expiration Date:
September 30, 1987
 September 30, 1992
Abstract Date:
     Final Permit
February 22, 1989
                                EFFLUENT LIMITS  (FINAL)
 IN0002861:  Eli Lilly and Company

                          Outfall
                              . Limits* and Units
                     Monitoring'

plow 	 ; Q01
BODS :
COD ?_
rpqq •
Amimn T a 5

Fluoride 	 ; 	

Trifluralin :
Ethalfluralin 	 L_
B^nefin 	 ; 	

fT\-kf-al Vnlat-ilp Nifcrosamines **
Chronic Toxicitv :
A/"*tif'*i rrV>vici.fcv s

Fecal foil form 	 ; 101
Total Residual Chlorine :
M<=>thvlene Chloride 	 : 	

Flow 	 s 607
Total Volatile NitcosamJBes

: monitor only
17730/15.460 lb/d
: 38. 962/77. 924 "
.•8361/16.722 "
: 2000/4167 "
:— /O.I ira/1
:monitor only 	 <
. - n . •
tO.84/3.6 lb/d
:1.4/2.8 "
•2 9/5 7 "
:monitor only 	
: 0.167/0. 502 lb/d
ireoort I/a
•
:6.0 - 9.0
: 200/400 #/100 ml fApr. 1 - Oct. 31)
• 1.0 mg/1 maximum ***
;monitor for six months „ 	 .
: monitor for six months 	
•monitor onlv • measur
•0.110/ — lb/d


*Awi. Dailv/Max. Dailv
**P Im^f-hvl-N-n itrosamine , D i-N-
KHwl -Methallvl-N-Nitrosatnixie
***Nofc to be used from November

continuous
3/w 24-hr- como
1/d
n n
1/W
n n
n , n
1/d grab
1/w 24-hr como
n n
n n
2/ffl "
1/w 24-hr coma
static renewal
continuous
1 /f\ grab
1/w
n m
1/ITL
to n
=>„ when samplmq
2/jm comp



Pj^>ovl-N-Nitrosamine . Ethyl Butvl-N-Nitros«snine,.

1 through March 31. 	 ; 	 _ 	 	

-------
IN0002887:  The Indianapolis Power and Light Company's Petersburg Generating Station
is a coal-fired electrical generating facility (SIC 4911)  and is in the Steam Electric
Power Generating Category  (40 CFR 423).   The following is :a description of the five
outfalls located on the property: 001 is the discharge from the ash pond, which
receives treated sanitary waste, water treatment system wastewater, demineralizer
effluent, condensate polisher waste,  metal cleaning wastes, coal pile runoff, and oil
separator effluent  (6.37 mgd);  002 is once-through cooling water and 0.058 mgd of
boiler blowdown; 005, 006, and 008 consist of cooling tower blowdown; 007 is a new
outfall for the runoff from the flue gas desulfurization  sludge disposal area and is
treated by a sediment pond; and 101 is an internal monitoring point for the 0.0144 mgd
of treated sanitary wastewater  from  the package  extended  aeration  plant.  Lick Run is
the receiving stream for all outfalls, except 002, which discharges  into the White
River.  Effluent limitations are the State's BPJ of BPT/BAT effluent guidelines.
except for 101,  which is based on secondary treatment standards.  There  is a maximum
allowable heat  input to the river that  includes the Hoosier Energy's Generating
Station located 0.8 miles downstream. When the units at the HE station are shut down,
the permittee is allowed to discharge an additional amount of heat equivalent to that
allocated for Hoosier Energy.   The thermal effluent requirement for IPL's Outfall 002
is dependent on the total allowable heat input for the White River  (Ht) from both    ,
power plants, calculated from the following formula:
                 Ht (in million BTUs/hour)  = Q (cfs)  dT (°F) (0.225)
                  where: Q = river flow                       ,
                        dT = max. allowable temp, rise based on the difference .between
         ,	     .          max. instantaneous river temps, from the following table
                             and the measured upstream temp.               ;  ~
Max. Temp.
 May
1-15
 80
 May
16-31
  85
                            June   July   August   Sept.
                              Oct.
                              1-15
90
90
90
90
 Oct.
16-31
  78
There are no thermal limitations from November 1 through April 30.
reopener clause is contained in the permit.                      '
Effective Date:
Expiration Date:
  November 1,
   August 19,
        1987
        1992
                        Abstract Date:
                                A standard


                                      Final Permit
                                 February 15,  1989
                               EFFLUENT LIMITS (FINAL).
IN0002887:  Indianapolis Power and Light Company (Page 1 of 2)

       Pollutants         Outfall  .    Avg./taax. Limits* and Units
                                                          Monitoring
. : • ' ;
Flow
TSS- . '
Oil and Grease
Total Copper
Total Iron
Free Available Chlorine
Sulfate
Fecal Col i form
pH
Flow
BODS


001 :monitor only

: 30/100 ma/1
: 15/20 ."
:— /0.2
:— /l.O
:— /0.20
:monitor only
:monitor only

** . .
**
***
for six months
for one vear
1/d 24-hr total
:l/w 24-hr COITO
:l/m grab
:l/d 24-hr comp
. n n
tl/w grab
:l/m "
:2/m
:6.0 - 9.0 :l/w "
101 :monitor only
: 30/45 ma/1


2/m 24-hr total
:2/w 8-hr como
: :
:--"'-•• • • : • ' ' '
*Avg. Daily/Max. Daily
**Limitations only apply during the discharge
of chemical metal
***Limitations and monitoring requirements apply only during the
cleaning wastes.
discharge of cooling
tower blowdown to the ash pond.

-------
                               EFFLUENT LIMITS (FINAL)



IN0002887:  Indianapolis Power and Light Company (Page 2 of 2)



       Pollutants         Outfall      Ava./Max. Limits* and: Units
Monitoring
: : • ':'• ." ' ••-'
Flow : 002
Temperature :
.
.
.
.
Total Residual Chlorine :
Chlorination Frequency :
Duration of Chlorination:
pH :
Flow 005,006
Free Available Chlorine :
Chlorination Frequency :
Duration of Chlorination:
Temperature :
pH :
Flow : 007
TSS :
Oil and Grease :
Arsenic :
Cadmium (Total) :
Chromium " :
Copper " :
Lead " :
Mercury " :
Zinc " :
Sulfate :
pH :

.
.
.
.
: monitor only
:FOR Ht VALUES THERMAL LIMITS
: 0 < Ht < 2376 Ht
:2376 < Ht < 3536 2376
:3536 < Ht < 4085 Ht - 1160
:4085 < Ht No Restriction
:— /0.2 ma/1 (not to exceed 2 hrs/d)
: monitor only
• If - . .
:6.0 - 9.0
.008 monitor only
:0.2/0.5 ma/1
:monitor onlv
. • n , - .-...-•
n
:6.0 - 9.0
:monitor onlv
: 30/100 ma/1
:15/20 "
: monitor only for six months
• . .


n
. ' - **L '
: " ......-••
. . n .•;..•,..
:6.0 - 9.0
• . ... . ' . ;.
.
.
• ,
. . •.'.'.
1/d 24-hr total
':' ' ; :' ; '
: 1/d continuous
-. n n
.. n n
. n n
;2/w grab
sl/m report

: " arab
1/d 24-hr total
:l/w arab
:'l/m report
. n n . ,
:l/w arab

•.•est:imate
: 2/m arab
. " "
sl/m "
.n n


. n . n
• " .-• "
.. t -^i •• •
. n "
:2/m


S 	 •_!'. 	 : 	 ; 	 _
•
• : — :__^ 	 ^_
: : • s •'•••••, ;..._;..

: I . 	 ! 	 : 	
. . • • .-.;"'.


• ; ..'..'.. ! 	 : 	 : 	 LI.

*Ava. Dailv/taax. Daily
• • -.-

a


-------
IN0003573:  The G.M. Corporation - Central Foundry Division,  in Bedford/ is an
aluminum  fpundry  (SIC 3361) that produces automobile transmission casings/ pistons,
intake manifolds, and engine blocks utilizing aluminum die castings and permanent
molding processes.  This facility is in the Metal Molding and Casting Category
(40 CFR 464).  Contaminated stormwater runoff is routed to a newly constructed 25-yr,
24-hr stormwater retention lagoon.  The stormwater from this lagoon is either routed
to the recycle system or run through the carbon adsorption column prior to being
discharged at Outfall 002.  When there is a storm event, or combination of events,
that reduces the reserve capacity of the lagoon to less than that needed to hold the
15-yr, 24-hr storm event, there is discharge from Outfall 003.  Both outfalls empty
into the Bailey Branch of Pleasant Run Creek.  The existing wastewater treatment
system has a design capacity of  3.0 mgd and a significant portion of its treated
effluent  is recycled to manufacturing as process water.  Preliminary treatment
consists of free oil separation, settling, and flow equalization.  The next stage is
compr ised of activated sludge^ sedimentation,  and  rapid  sand  filtration.  Waste sludge
from  the  activated  sludge  unit is  aerobically digested.  Solids and oil separated in
preliminary treatment are processed to recover hydraulic fluid.  Non-recoverable
residue is either processed in the activated sludge-aerobic digestion units or
directly dewatered  in the  filter press.  Dewatered sludges from the filter press are
landfilled.  Effluent limitations are based on the following: acute toxicity criteria
for total copper and total zinc; drinking water standards and water quality standards
for total lead and total phenols; water quality considerations for the remaining
parameters.  A limitation  for PCBs at Outfall 002 is a result Of a Consent Order
agreed to by both the State and the permittee.   Semi-annual GO/MS. Scans, are required
for a period of one year.  A Toxic Organic Pollutant Management Plan must be submitted
within  90 days of permit issuance.  A standard reopener clause  is contained in the
permit.                  .                         \
Effective Date:  October 28, 1985
Expiration Date:  August 31, 1990
Abstract Date:
     Final Permit
February 15, 1989
        ";"..'.'                EFFLUENT LIMITS  (FINAL)

 IN0003573:  G.M. Corporation - Central Foundry Div.
Pollutants
Flow 	 > :
TSS :
Oil and Grease :
Total Copper :
Total Lead :
Total Zinc . :
Total Phenols (4AAP) :
Total Toxic Organics :
Total Residual Chlor ine :
Polychlor inated B iphen vis
Ammojiia :
TBOD5 :
1.1.1-Trichloroethane :
Tetrachloroethylene :
nH :' ."- • ;- ' ••- • •,'':"
tits 	 -^_ 	 . 	 — *-
Flow s
Oil and Grease :
Polychlor inated B iphen vis
r>H :
£"• 	 *-
Outfall Avg./^Iax. Limits* and
; • . .• -. ' - . ..- . ,. ^ •- . •
002 :monitor only
: 10/15 roa/1
•~/10 "
:--/0.06 "
:— /0.05 "
:0. 2/0.73 "
:— /O.I "
: monitor onlv
j monitor for six months
:— /0.001 mg/1
:monitor for three months
:— /10 , . roci/1
imonitor for three months
:monitor for three months
:6.0 - 9.0
003 : monitor onlv
'•.•:..• •« • •...-•-
. n .
:6.0 - 9.0
. •• -
Units -.'.:.. Monitoring ,

:5/w
:3/w 24-hr comp
:2/w grab
:l/w 24-hr como

. n n
- • - . . . • .
:3/w
:2/v
•2/m grab
:3/w 24-hr comp
:l/w "
:3/w
:2/m "
. n n
:5/w grab
measure when sampling
•1/w grab
:l/d 24-hr como
:l/w grab
• -. . ._ 	 n 	 1 	 __ 	
: • :' • V • - • • • . r
   *Avg. Daily /Max. Dail

-------
IN0003581:  PfizerT Inc., located in Terre Haute,  manufactures antibiotics,  sodium
benzoate, fumaric  acid,  and benzoic  acid  (SIC 2834) and is in the Pharmaceutical
Manufacturing  Category (40 CFR 439).  There are three internal outfalls that discharge
into Outfall 001 which empties  into  the Jordan River.  The following is a description
of those internal  outfalls: 101 is composed of 1.6 mgd of noncpntact cooling water
from the manufacture  of fumaric acid, benzoic acid, and sodium benzoate.  This
wastestreara travels across the facility in an open channel which results in, frequent
contamination; 201 consists of 1.5 mgd of  process  wastewater from fermentation,
recovery, and packaging  of antibiotics, production of fumaric acid, benzoic acid, and
sodium benzoate, as well as sanitary wastewater;  301 conveys 1.6 mgd of noncontact
cooling water  from fermentation recovery and packaging of antibiotics  (this also
traverses the facility in an open channel). The total discharge from Outfall 001,
including stormwater,  is 6.6 mgd.  Treatment consists of complete mix activated
gludge,. ffoed filter oxidation, an aerated lagoon, a final stabilization lagoon, and
chlorination.  As a result of the stormwater runoff from the adjacent farmland and its
impact on the  final lagoon and  Outfall 001, Outfall 002 has been added, and  monitors
the sources of influent  to the final lagoon.  As long as  the limits at 002 are in
compliance, violations at 001 due to stormwater runoff will be taken into
consideration.  Effluent limitations for BODS,  TSS, and COD are based on BPT effluent
guidelines,  cyanide is BAT,  and pH  is based on water quality standards.  A 96-hr
acu^e toxicity test, using fathead minnows, and a 7-day chronic fathead minnow larval
survival toxic ity .test must be conducted within the first six months.  These tests are
required to determine if the ammonia limitations  are stringent enough.  A BMP Plan
must be developed within six months and implemented no later than one year from the
effective date.  The permit also contains a standard reopener clause.
Effective Date:  November 6, 1986
Expiration Date:  August 31, 1990
                           Abstract Date:
                                   Final .Permit
                              February 17, 1989
                               EFFLUENT LIMITS (FINAL)
IN0003581:  Pfizer, Inc.
       Pollutants
Outfall
Avq./Max. Limits* and Units
Monitoring
Flow
BODS
TSS
Ammonia (summer)
(winter)
COD
Phosphorus
Oil and Grease
Fecal Coliform
Total Residual Chlorine
pH
TSS



001 :monitor
: 357/715
only
ka/d
continuous

: 607/1215 "

•
•
«
•
•
•
•
002 :



*Ava. Daily/Max. Daily
95/190
200/400
monitor

n
200/400
1.0 ma/1
6.0 - 9.
monitor




n
n
onlv


#/100





ml
maximum
0
only




**Chlorination not to be practiced from November






1
(10/20
(17/34





. (Apr.
**

***




. through
***If stormwater runoff from sources beyond the control of
violation -for TSS at Outfall 001. the 1
The discharaer will be in compl
iance if
ma/1) :
n





1 -







)





Onf







March
thp
.
.
•
•
.
•
. 31)':
.
«
•
a
.
i

31.
nermittee
imitations for 001 shall
these
limits are
met at
apply
002.
1/rl
n
n
n
?/m

?/m
4/m
1/d
n
it




'
24-hr
n
n
n
n
"
qrab
n
n
n
coinp









24-hr como






''-•
q*


cause a
to

002.




-------
IN0045284:  Allegheny Ludlum Steel Corporation, in New Castle, manufactures cold.
rolled stainless steel sheet and strip (SIC 3316)  and is in the Iron and' Steel
Manufacturing Category  (40 CFR 420). Process  wastewater, which is composed of acid
rinses, spent pickle liquor, and spent salt bath solution undergoes neutralization
with lime,  flocculation, aeration, and clarification. Wastewater from the kolene
solution in the production process is transferred to a holding tank where hexavalent
chromium  is reduced and precipitated. before be iiig pumped  to  the clar if ier.  Sludge
from the clarifier is vacuum  filtered and  landfilled.  The treated effluent is
discharged  at a rate of 0.422 mgd to the Big Blue River via Out fall 001.   Sanitary
wastewater  (0.002 mgd) is treated in an activated sludge package plant  prior to its
release into St. Johns. Cr_gek_ form Outfall  002.  St.  Johns  Creek  also receives 0.250
mgd of noncontact cooling water via Outfall 003.   Effluent limitations for 001 and 003
are based on water quality standards, whereas limitations  for 002 are based on
secondary treatment standards.  A BMP Plan  outlining improved control measures for
copper, nitrate,  and  sulfate must be submitted within six  months of the issuance date.
A schedule of compliance must be submitted within six months of permit issuance
outlining the measures required for the facility to meet the water quality limits on
total chromium, total nickel, and hexavalent chromium.
Effective Dates  April 28, 1985
Expiration Date:  February 28, 1990
Abstract Date:
     Final Permit
February 17, 1989
                             ' •. EFFLUENT LIMITS (FINAL)

IN0045284:  Allegheny Ludlum Steel Corporation

       Pollutants         Outfall      Ava./^lax. Limits* and Units
                     Monitoring

Flow
TSS
Oil_and Grease
Iron (Total)
Nickel " (Final)
(Interim)
Fluoride (Total)
Chromium " (Final)
(interim)
Hexavalent Chromium (Fine
(Inter
Nitrates
Sulfates
Copper (Total)
pH
Flow
TSS
BODS
Fecal Col i form
Oil and Grease
Total Residual Chlorine ^
pH
Flow
TSS
Oil and Grease _,
Iron (Total)
Copper "

: ••.'•'•' :
001 :monitor only
:128. 6/205.8 Ib/d
:51. 5/103.0 "
:7. 72/15. 44
:_/7.62
" : . .,.•:/ '•
: 40. 0/80.0 Ib/d
:— 73.81 "
: '•
il) :— 70.77 Ib/d
Lin) : ;
: monitor only

(25/40
(10/15
(1.5/3.
: continuous
ma/1) '':•**- 24-hr comp
" ) :**' arab
0 " ) :** 24-hr como
{ — 71. 48 " ) :** "
(1.64/4.

(—70.7.4
(1.0/3.0
•(—70.15
JO. 1/0. 2

91 " ) :**
.** "
ma/1) :** "
« ) .** "
" ) .** "
" ) .** "
il/m "
* -'-••- " • - •• * - '•
: " :l/w "
:6.0 - 9.0
002 :moiiitor only
:0. 50/0.75 Ib/o1
:0. 42/0.75 "
: 200/400 #/100 ml
:0. 17/0. 26 Ib/d
:1.0 ma/1 maximum
:6.0 - 9.0
003 :monitor only
:52.1/83.4 Ib/d
:monitor only
:3. 13/6. 26 Ib/d
:monitor only


(30/45
(25/45

(10/15



(25/40

(1.5/3.0

:.".--. arab
measure when samplina
ma/1) :l/w 24-hr comp
n ' • \ * . •• n
• " arab
ma/1) : "
. n it
. n n.
measure when samplina
ma/1) • : i/w 24— hr comp
: " arab
ma/1) : " 24-hr comp
. n «
.' • ,
*Ava. Daily/Max. Daily
**Samplina to be done every other day.





-------
IN0054267:  The Northern Coal Company, Inc. is in the Coal Mining Category (40 CFR
434, Subpart D) and operates a coal mining facility in Coal City that utilizes strip
mining methods to obtain bituminous coal and  lignite  (SIC 1211).  Stormwater  runoff
is treated in a sediment basin before being discharged from Outfall 001 to Connely
pitch.  This facility is considered to be a new coal mine and the effluent limitations
are NSP5 based on the effluent guidelines.  There are  no requirements concerning BMP
Plans, biomonitoring or a reopener clause.
Effective Date:  March 1, 1988
Expiration Date:  January 20, 1993
Abstract Date;
     Final Permit
February 21, 1989
                               EFFLUENT LIMITS (FINAL)

IN0054267:  Northern Coal Company, Inc.

       Pollutants         Outfall      Ava./Max.  Limits*  and Units
                     Monitoring
: : . " •• - : }| .
Plow
TSS
Total Iron
Influent pH
: 001
*
•
•
rmonitor
r 3 5/70
r3. 0/6.0
rmonitor
onlv ' . • _,
nd/1
n
onlv
Influent Total Iron : : "
pH
•
r6.0 - 9
.0
: : '.,,-,.
Limits for discharge or
than or equal to 10 yr.
increased
volume
L^/m instant .
" grab
• it n
1/m
n n
2/m

in discharge caused bv precipitation less
24-hr storm event. t .
Settleable Solids r
pH r
.
Limits
for a precipitation event 1
.
pH :
.
.
.
.




0.5 ml/1 maximum
6.0 - 9.0

;hat is greater than the 10-yr . 24-hr £
.
6.0 - 9.0


"". ' . , ' ' .



grab
.; '"

storm event.

grab


. ., . . . .



  *Ava, Daily/Max* Dailv

-------
KT0001431;  M&T Chemicals Inc. in Carrollton, Kentucky, produces various pesticides,
organic, organo-metallic and inorganic chemicals (SIC 2819, 2869, 2879).  The facility
falls principally under  the Organic Chemicals Category (40 CFR 414),  and also under
Inorganic Chemicals  (40  CFR  415) and Pesticides  (40 CFR 455) Categories/with a total
production rate of 59745 pounds per day.   Process wastewater and noncontact cooling
water are discharged from Outfall 001  to the Ohio River (Q7-10 8103 cfs) at a rate of
4.94 MOD.  The process water leaves the treatment system at Outfall 002 and combines
with noncontact water to form Outfall  001 after oil sldjnming, neutralization,
equali2sation, flocculation, aeration lagoons, and settling. Limitations are based on
BPJ of the BCT, and limits for BOD-5, TSS, and ammonia are based on the previous
permit.  Two bioassays arerequired (48-hour and 96-hour) every quarter.  Bioassay
test results exceeding the acute toxicity unit limitation will result in additional
requirements, such as  additional waste treatment or operation changes to reduce
toxicity.  A BMP plan  is required unless permittee demonstrates that the elements and
intent of the plan have  been fulfilled by an SPCC or other existing plan.  There is a
guidelines re-opener clause  for more stringent limitations and new pollutants.
Effective Date:
Expiration Date:
October 30, 1985
October 29, 1990
                                                     Abstract Date:
    Final Permit
January 15, 1986
                               EpLOENT LIMITS (FINMLj)

KY0001431:  M&T Chemicals Inc.

       Pollutants         Outfall
                                       Avg./Max. Limits and Units
                                                        Monitoring
: ' : ' • • • , - ' * • . - .
Flow
Cadmium
Mercury
Tin
Aluminum
Chromium (Hexavalent) ;
Ghrcrnium (Trivalent)
Capper
Nickel
Silver
pH
BOD-5 (5/1-9/30)
BOD-5 (10/1-4/30)
TSS
Ammonia
COD
Chromium*
Zinc*
001, 002:monitor :continuous
: " :l/q comp
• *t . - , '-. '. • • ti
.It II
• • . . - ..,'-.,....- • .
• • . ' • '' .'.'.'..-
- - « ' , II ',"• - - ---. . =- - ' -.»
••• . :• " . -.-. • '.; .;••• '.••• •- :...•• "
- : " . '.";-••." . • . • '• -; ::- • . - "
-. - . "•-.-. ...... •.••:.-.,..•
. II .. ' .'. • : . It,.
:6. 0-9.0 :2/m
002 :205/307 kg/day :3/w
1 • . '
1 . ' ..
- • . • • -
•. '
•.'.,•
1 •
•• • •: ' ' :
i
grab
comp
:386/580 " : : "
:198/296 . " : "
:136/204 ,,-•" : " "
:monitor : "
001 :.!.. 0/1.0 mg/1 ... :2/m
II - :
comp**
:1.0/1»0 " •••,-•-, ':."•'• " **
Chlorine (total residual) :0.2/0.2 " : "
grab**
Acute Toxicity Units (tua) :10 tua :l/q
Temperature : :35/38 C :' :l/d
grab
' : , ,, : '.•"•• •••••' "•' ' -' . .'. " . / - - : ;:- ' ' : - ''-
: : -' .':. .-"'• -.. ••." . • : • '•• -. . : . ; v'.
  *Total recoverable.
 **Monitoring only required when these compounds are added to prevent system fouling.

-------
KY0002119:  The Qlin Corporation in Brandenburg, is ,in the Organic Chemicals
Maflqfacturing Category  (40 CFR 414) and manufactures polyglycol ethers, polysolvents,
and polytergents  (SIC 2869).   The wastewater consists of non-contact cooling water,
process water, incinerater scrubber water, and storm water runoff.  The facility has
four outfalls, however, process wastewater is  only discharged through Outfall 002
after treatment.  The treatment process consists of activated sludge, equalization
basin. aeration basins, clarifiers, gravity thickener. belt filter. neu.traliza tion.
and. landfill.  Outfalls 001 and 002 are discharged to the Ohio River. and Outfall 002
is discharged to Doe Run Creek.  Outfall 004 has been designated to represent the
total plant discharge of Bis  (2-Chloroethyl)  Ether from Outfalls 001 and 002.   The
effluent limitations are based on BPJ. BCT. BAT and BPT effluent guidelines, and State
Standards.  The permit requires biomonitoring to evaluate wastewater toxicity from
Outfall 002 within  90 days after June 1, 1988.  The permittee shall perform a 48-hour
static toxicity screening test with daphnids and a 96-hour static-renewal toxicity
screening test with fathead minnow (Pimephales promelas)  in duplicate on a grab
sample of 100% effluent, a control,  and  a minimun of five serial dilutions of 100%
effluent to determine extent  of toxicity.  Acute lethality is considered to be less
than 50% survival of either test organism  in 72% effluent.  If lethality is found in
any of the tests or is not repeated to assure an acceptable test, then a Toxicity
Reduction Evaluation (TRE) and accompanying implementation schedule is to be submitted
within 30 days of the finalization of the  toxicity test.  The permit has a reopener
clause that addresses changes in  permit limits and to control any pollutant not in the
permit.  A BMP  is required to address runoff,  spills, leaks, sludge or waste disposal,
or drainage from raw material storage.
Effective Date:  June 1, 1988
Expiration Date:  May 31,1993
                 Abstract Date:
  Final Permit
May 10, 1989
                               EFFLUENT LIMITS  (FINAL)
KY0002119:  Olin Corporation  (Page 1 of 3)
       Pollutants
Ava./Max. Limits  and Units
  Monitoring
Flow(MGD) : 001
Temperature :
Chromium, Total Recoverable
Zinc, Total Recoverable :
Total Residual Chlorine :
Bis (2-Chloroisopropyl) Ether :
Flow(MGD) : 002
pH :
TSS :
BODS :
Pardness (ma/1 as CaCO3) :
Phenols, Total :
Acute Toxicity Units :
Acenaphthene :
Acrylonitrile :
Benzene :
Carbon Tetrachloride :
Chjorpbenzene :
1,2, 4-Tr ichlor oben zene :
1,2 D ichlor oe thane :
1,1,1-Trichloroethane :
. . . .. . .
:95F Ava./lOOF Max.
:1.0 ma/1 Ava. 1.0 ma/1 Max.
:0.5 ma/1 Ava. 1.0 ma/1 Max. j
:0.2 ma/1 Ava. 0.2 ma/1 Max.
: 16. 727/16. 727 Ib/d

:6. 0-9.0 S.U.
: 1179/3065 Ib/d ,
1996/1599 "
rReport
: 8. 22/16. 44 Ib/d
:1.4 TUa
:0. 675/1. 810 Ib/d ' ' • ,
:2. 946/7. 426 "
rl. 135/4. 173 "
:0_J>5_2/1.166 "
:0.460/0.859 "
: 2. 087/4. 296 "
i2.087/6.475 "
:0. 644/1. 657 "
Recorder Cont.
n ,n
1/w Grab'
n n
n n
n n
Recorder Cont.
n n
1/w 24hrComp.
n n
™ ' Grab
n n
1/q Grab
n n
n n
n n
n n
n n
n n
1/q Grab
lAn "

-------
                               EFFLUENT LIMITS (FINAL)
KY0002119:  Olin Corporation  (Page 2 of 3)



       Pollutants         Outfall      Ava./Max. Limits  and Units
Monitoring
Hexachloroethane
1 . 1-D ichlor oethane
1,1, 2-Tr ichlor oethane _j
Chloroe thane
Chloroform
2-Chlorophenol
1 . 2-Dichlorobenzene
1 . 3-Dichlorobenzene
1 . 4-Dichlorobenzene
1 . 1-Dichloroethylene
2 , 4-D ichlor ophenol
1, 2-D ichlor opropane
1 , 3-D ichlor opropylene
2 , 4-Dimethylphenol
2.6 Din itro toluene
Ethylbenzene
Flour oanthene
Bis (2-Chloroisopropyl) et
Methylene Chloride
Methyl Chloride
Hexachlorobutad iene
Napthalene
Nitrobenzene
2-NitroDhenol
4-Nitrophenol
2 , 4— D in i tr ophenol
4,6-Dinitro-o-cresol
Phenol
Bis (2~ethylhexyl)phthala'
Di-n-butyl phthalate
Diethly phthalate
Dimethyl phthalate
Hexachlorobenzene
2,4 Dinitrotoluene
Benzo(a) anthrazene
Benzo(a) ovrene
3 . 4-Benzof louroanthene
Benzo (k) f louroanthene
Chrvsene
Anthracene
Flourene
Phenanthrene
Pyrene
lj 2— Trans-Dichloroeihylei
Acenaohthvlene
Tetrachloroethylene
Toluene
Tr ichloroethylene
Vinyl Chloride
002 : 0.644/1. 657 Ib/d
:0. 675/1. 810 "
:0. 644/1. 657 n
:3. 191/8. 224 "
: 0.644/1. 412 "
.•0.951/3.007 "
:2. 363/5. 002 "
: 0.951/1. 350 "
:0. 460/0.859 "
:0. 491/0. 767 "
: 1.197/3. 437 "
:4. 695/7. 058 "
: 0.890/1. 350 "
:0. 522/1. 105 "
: 7. 825/19. 670 "
:0. 982/3. 314 "
: 0.767/2. 087 "
ler: : 9. 236/23. 229 "
: 1.227/2. 731 "'
: 2. 639/5. 830 "
s 0". 614/1. 504' "
:0. 675/1. 810 "
:0. 829/2.087 "
: 1.258/2. 117 "
: 2. 209/3. 805 "
:2. 179/3. 774 •'"
: 2. 394/8. 500 "
: 0.460/0. 798 "
.e: :3. 161/8. 561 "
: 0.829/1. 749 "
:2. 486/6. 229 "
:0.583/1.442 "
:0. 460/0. 859 "
:3.468/8.745 "
:0. 675/1. 810 "
: 0.706/1. 872 "
:0. 706/1. 872 "
: 0^675/1,, 810 "
: 0.675/1. 810 "
: 0,675/1. 810 "
jsO,, 675/1. 810 "
: 0.675/1. 810 "
: 0.767/2. 056
le :0. 644/1. 657
: 0.675/1. 810
: 0.675/1. 718
: 0.798/2. 455
:0. 644/1.657 "
:3. 191/8. 224 "•
fl/q
. "
. »
. "
. "
. "
. "
• . .. n


. "
tl/W
:l/a
. "
. "
• - '• .-• ' . . n
•; .•- : ' •••- -. n
8'1/W

'•-. it'
. "
•' " " ' . "
. "
. ' " ' . 1
I "
••-..- • : . . n
. "
:l/w
:l/q
- ' • • ' : "
. n
. "
(0.00063 ma/1 max): "
(0.097 ma/1 max): "
(0.00246 ma/1 max) : "
(0.00246 ma/1 max) : "
(0.00246 ma/1 max) : "
(0.00246 ma/1 max): "
(0.00246 ma /I max): "
(0.00246 ma/1 max) : "
(0.00246 ma/1 max) : "
(0.00246 ma/r max) : "
(0.00246 ma/1 max) : "
(0.029 ma/1 max): "
. "
. »
. "
.it
: "
Grab
n
n
n
it
n
' n '. . .
n
it
n
it
..•«" ...
n
it
it
n
it
it
n
it
n
n
" n
n
it
n
« n
n
n
n
it
it
n
n
n
it
n '
n
n
it
n
it
it
it
n
it
n
it
n

-------
                               EFFLUEOT LIMITS  (FINAL)
EY0002119;  Olin Corporation  (Page 3 of 3)
       Pollutants
Outfall
               Limits  and Units
                         Monitoring
Chromium. Total
 002
:5.0/5.0
Ib/d
l/g24hrComp
Copper, Total
        ;44.495/103.718
                       (0.051 ma/1 max)
Cvanide. Total
       t12.888/36.823
                       (0.062
                   max)
Lead. Total
        !9.819/21.173
Nickel. Total
        ! 51.859/122.130
                                                                             ' 24hrComp
Zinc. Total
        132.220/80.090
ELQW(MGD)
 003   ; Report
                                             -Record
Temperature
        ;89F Max.
                                  -.6.0 to 9.0 S.U.
                                                 1/w  Grab
Chromium, Total Recover.
        :0.1/0.1 ma/1
Zinc. Total Recoverable
        :0.047/0.211
Total Residual Chlorine
        :0.01/0.019 mq/1
Bisf2-Chloroethyl)Ether  ;  004    :7.882/8.099 Ib/d

-------
KgQ002780t   Stauffer Chemical Company, Inc.  is  located in Louisville, Kentucky, and
manufactures chlorinated solvents (SIC 2869) in the Organic Chemicals and Plastics and
Synthetics Category (40 CFR 414)  and hydrochloric acid (SIC  2819) in the Inorganic
Chemicals Category (40 CFR 415).  The facility has a single discharge from Outfall 001
with total flow rate of 0.77 mgd, consisting of the following:   1.3 gpm boiler
blowdown,, 0.5 gpm sanitary wastewater, 1.7 gpm washdown water from tank farm, and 50
gpm stormwater runoff.  Treatment includes neutralization, stripping/aeration and
sedimentation and discharge is to the Ohio River.  Effluent limitations on TSS and oil
and grease are based on BPJ, consistent with state water quality standards.
Monitoring requirements for carbon tetrachloride,  tetrachloroethylene, and limits oh
, chloroform and pH are based on water quality standands.  A BMP plan and biomonitoring
requirements acre not included in the permit.
 Effective Date:   September 16,  1984
 Expiration Date:  September 15, 1989
.Abstract Date:
Final Permit
May 29, 1985
                            ,    EFFLUEMF LIMITS  (FINAL)

 K5r0002780:  Stauffer Chemical Company,  Inc.

        Pollutants         Outfall      Avg./Max. Limits and Units
                Monitoring
: :
Flow : 001
TSS :
Oil and Grease :
Carbon Tetrachloride* :
Tetrachloroethylene* :
Chloroform* :
pH s
•:. •• :
- •. ••.; •-..•-. . .• . :
•.•;•- •• • • :
.-:.,. . -
' . ' ' . ' !
'. : • . - '• •••••'.•.:•••
• • .' '••'-• ' . 'V -'• ; : •-. •
.'•.•'•- • - -••'•.. :%''.
-.'•'•- '• ' . :
•••-.•- / • - , :
• ' ; - -.:. •
• ' - • -. . -- " • : -: • ••'• ' ...•
- - ••, ;• .-...-.'.:
" - • • .-. : . :
!-..••••--. ..'..'••-.•
report
30/45 mg/1
10/15 "
report
n , --
ii • • .: •
. - •- - . . •
6.0 - 9.0

f . - '•'--'

: - - ' - ,..-'-.

•-.'••• . '< ..








'• .--•''.':••'-.
:l/m instant
" 24 hr camp
" grab
1/q "
•**''". • . • . . II • -'
II II . ,
1/m














 *After 12 months, if permittee demonstrates  the parameter is not present in
  significant quantities, monitoring requirements may be modified.

-------
KZ0003484:  The BF Goodrich Company in Calvert City, is'; in the Organic Chemicals
Manufacturing, Category  (40 CFR 414) and manufactures vinyl chloride, caustic soda, and
specialty polymers  (SICs 2869, 2812, and 2865).    The wastewater consists of cooling
tower blowdown, boiler blowdown, non-contact service water, filter backwash water,
process water, incinerator scrubber water, sanitary wastewater, and storm water.  The
treatment consists of filtration, distillation^ ait flotation, settling, carbon
           . chemical precipation. dechlorination... neutralization, activated sludge.
    anaerobic treatment.  Outfall 001 is the primary outfall which receives wastewater
from two internal outfalls  (002, and 003) and discharges to the Tennessee Eizer>
Outfall 004 receives storm water and discharges to the Tennessee River.  Storm water
runoff from  the plant property comprise four outfalls (005, 006, 007, 008) which
discharge to an unnamed tributary to the Tennesse River.  The permit limitations are
based on BPJ, BCT. and, BAT effluent guidelines, and State Standards.  The permit
requires biomonitorina to evaluate wastewater toxicity from Outfall 001 within 30  .
days after March 31, 1989.  The permittee shall perform a 48-hour static toxicity
screening test with Ceriodaphnia and a  48-hour static toxicity screening test with
fathead minnow  (Pijnephales promelas) on each of four grab samples taken over a 24-hour
period of 27% effluent to determine the presence of toxicity.  If toxicity is. found in
any of the screening tests, then a definitive test shall be conducted.  The definitive
tests shall be conducted with replicates on 27% effluent, a control, and a minimum of
four serial dilutions of 27% effluent.  Non-compliance lethality is less than 50%
survival of either test organism in 27% effluent.  If tests results indicate the
wastewaters are toxic in any two consecutive screening tests, or if any test repeated
to assure an acceptable test is not completed withing 10 days, then a Toxicity
Reduction Evaluation (TRE) plan and  implementation schedule shall be submitted within
30 days of the finalization of the toxicity test.  The permit has a reopener clause
to make appropriate limit changes and requires a Best Management Plan.
Effective Date:  November  1,  1988
Expiration Date:  October  31,  1993
Abstract Date:
  Final Permit
May 10, 1989
                               EFFLUENT LIMITS  (FINAL).
KY0003484:  BF Goodrich Company (Page  1 of  3)

       Pollutants         Outfall      Avg./Max. Limits  and Units
                  Monitoring
F3,ow(MGD) : Q01 :
Temperature :
oH :
TSS i
BOD5 :
Hardness (rog/1 as CaC03) ;
Chlorides :
Acute Toxic itv Units :
Hexaehlorobenzene :
J»2-Dichloroethane :
1 1. 1 r 2 r 2 fTfetrachlocoe thane ;
Benzo (a) anthracene s
Benzo(a) ovrene :
3,4-Benzofluoroanthene :
Benzo (k) f luoroanthene :
Chrvsene :
Anthracene :
Fluorene 	 ; 	
:95F Avg./lOOF Max.
•6.0 - 9.0 SJJ.
: 1287/2831 Ib/d
i 1115/2453 "
: Report
"
i3.71 TCJa
•
•
: Report
•
•
:
•
r 0.141/0. 349 Ib/d
•
•
: Recorder Cont.

. «
: "
. "
: "
il/o
;l/m for lyr
f 0.000 81 ma/1 max) :l/w
( 0.8554 ma/1 max): B
-.I/a
f 0.0032 ma/1 max)! "
f 0.0032 mo/1 max): "
(0.0032 ma/1 max) j "
(0.0032 ma/I max): "
(0.00142 ma/1 max) : •"
(0.0032 ma/1 max) :l/m
(0.0032 ma/1 max) : I/a
Grab
ID
24hrComD.

Grab
Grab
. then I/a
Grab
n
n
n
»


n



-------
                               EFFLUENT LIMITS  (FINAL)
KY0003484:  BF Goodrich Company  (Page 2 of 3)
       Pollutants
Outfall
Avg./Max. Limits  and Uhits
                                                                          Monitoring
Phenanthrene
Pvrene
Chromium. Total
Copper. Total
Cyanide. Total
Zinc. Total
Oil & Grease
Mercury > Total
Total Residual Chlorine
Flow(MGD)
TSS
BOD5
DH
Acenaphthene
Acrvlonitrile
Benzene
Carbon Tetrachloride
Chlor oben zene
1 . 2^ 4— Tr ichlor oben zene
1 , 2-0 ichloroethane
1,1, l— Tr ichloroethane
Hexachloroethane
1 * 1-D ichlor oethane
1 , 1 . 2-Tr ichloroethane
Chloroethane
Chloroform
2-Chlorophenol
1 , 2-D ichlorobenzene
1 , 3-D ichlorobenzene
J-_»j4-D ichlor obeiizene
1 . 1-Oichloroethylene
2 . 4 D ichlor ophenol
1 , 2-Oichloropropane
1,3-OichlorooroDvlene
2 . 4-D iroe thvlphenol
2, 6-Oinitrotoluene
E£h.y Iben zene
Flouroanthene
Bis (2-Chloroisopropyl) ett
Methylene Chloride
Methyl Chloride • - • _.
Hexachlorobutad iene
Nanthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
2.4-Dinitroohenol _,
4 . 6-Oinitro-o-cresol
001 .•

:1.0 / 1.0 ma/1
: 0.242 ma/1 max.
: 0.259 ma/1 max.
:0.5 / 1.0 ma/1
ilO / 15 ma/1
:0.2 / 0.2 ma/1
:0.2 ma/1 max;
002 :Reoort
: 587/187 8 Ib/d '
: 389/1020 • •» '
:6.0 to 9.0 S.U.
: 0.257/0. 699 Ib/d
si. 183/2. 956 "..
.•0.568/1.681 "
:0. 894/2. 322 "
sO. 873/2. 522 "
: 1.538/5. 278 "
sl.451/4.588 "
:0.267/0.699 "
:1. 208/4. 674 "
:0. 274/0. 734 ••"
: 0.321/1. 066 "
: 1.326/3. 479 "
:0.748/2.081 "
: 0.218/0. 698 "
si. 601/5. 440 "
:0. 986/2. 364 "
iQ. 973/2. 252 "
.•0.231/0.500 "
:0. 274/0. 787 "
•s 2.136/5. 911.
si. 264/4.603
.•0.229/0.507
tl.793/4.506
:0. 993/2. 814
=0.295/0.770
er: :3. 176/9. 616
:0. 476/1. 545
si. 199/2. 931 "
:0. 909/2. 400 "
(0.0032 ma/1 max) :l/a Grab
(0.0032 ma/1 max): » "
•1/m "
. n it
•I/a "
•1/m "
: 1/w "
. n n
. n n
tCont. Record
:l/w24hrComp

: " Grab

•I/a "
' :l/m "
. n n
. " "
•I/a "
•1/w "
•1/q "
• n. " n> •
:l/m "
. n : n
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: 1/q "
j I/a n
.n n
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sl/q "
. n n
.it n
': .-. . ' • •• ' 4'-' n n
. n it
sl/m "'
:l/q '•-•"
." "
•1/m "
: I/a "
.it n
:0. 257/0. 669 " -1/m "
: 12. 288/35. 100 Ib/d
:0. 640/1. 734 Ib/d
si. 382/3.987 "
:7. 027/24. 070 "
sO. 970/3. 445 "
Phenol- : :0. 208/0. 437 °*
sl/q "
• . n n
, .nil
- .... n it
. » n
•1/m "

-------
                               EFFLUENT LIMITS  (FINAL)
KY0003484:  BF Goodrich Company  (Page 3 of 3)
       Pollutants         Outfall      Ava./taax. Limits  and Units
Monitoring
•
Bis(2-ethylhexyl)phthalate: 002
pi-n-butyl phthalate :
Diethly phthalate :
Dimethyl phthalate :
^cejiaphthylene :
Tetrachloroethylene :
Toluene t
Trichloroethylene :
Vinyl Chloride :
Nickel* Total i
Hexachlorobenzene :
2 ,4-D in it^o toluene :
Benzp (5) anthrazene :
Benzo(a)pyrene :
3,4 Benzofouroranthene :
Benzo (k) f luoroanthene :
Chrvsene :
Anthracene :
Pluorene :
Phenanthrene :
Pyrene :
1 , 2-Trans-D ichloroethylene
Chromium, Total :
Copper, Total :
Cyanide, Total :
^ead. Total :
Zinc, Total 	 *
FlOwfMGCrt : 003
TSS :
pH :
Total Residual Chlorine s
Mercury, Total :
Flow(MGD) : 004
TSS :
Oil and Grease :
Chlorides s
pH :
PlowfMGD) :005.6,7
TSS :
Oil and Grease :
T3H :

•
*
•
«
•
•
:
: - ' : • .
si. 238/3. 357 Ib/d
:0. 298/0. 633 Ib/d
:0. 818/2. 038 "
:0. 236/0. 585 "
:0. 257/0. 669 "
:0. 436/1. 281 "
:0. 334/0. 963 w
:0. 288/0. 753 "
:1. 256/2. 814 »
: 21. 019/49. 501 Ib/d
si. 165/4. 491
:0. 794/2. 004 "
:0. 257/0. 669 "
lO. 270/0. 688 "
:0. 270/0. 688 "
:0. 257/0. 669 "
tO. 257/0. 669 "
:0. 257/0. 669 "
:0. 257/0. 669 "
:0. 257/0. 669 "
jO.284/0.731 "
:0. 283/0. 737 "
: 13. 806/34. 452 "
:18. 034/42. 038 "
s 5. 224/14. 925 "
: 3. 980/8. 582 "
: 13. 059/32. 462 n
rReport
:207/413 Ib/d
:6.0 to 9.0 S.U.
: 1.2274/2. 0672 Ib/d
t 0.0646/0. 1486 "
rReport
: " ' ' •'•-'..
. n . ' •• . •
" --•••., ••
. " : . ' - ' ' '
,8:Report
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. • •- - '
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• . . '• ' -
• ' - " ' ' •-
• - - V
: - - ' • ' '•••'.
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1/q Grab
in n
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-------
KY0003514;   The Ml Products & Chemicals. Incorporated in Calvert CiVyf  is in the
Organfe Chemicals Manufacturing Category (40 CFR 414)  and manufactures vinyl acetate
emulsions,  polyvinyl alcohol resins,  polyvinyl chloride resins,  acetylenics products
and automotive catalysts (SICs 2821,  2869,  and 2819).   The wastewater  consists of
cooling tower  blowdown,  filter backwash,  process wastewater,  boiler  blowdown, and
storm water runoff.   The treatment process  consists of. equalization, flocculation.
.neutralization, aerated  lagoons. activated  sludge.  stabilization ponds,  and landfarm. '.
The facility has sixteen outfalls.  Outfall 001 comprises/treated wastewater from the
plant and is discharged  to  the Tennessee.River.   The remaining fifteen outfalls are
storm water runoff with  Outfalls .002,  Oil>  013,  and 016 discharging  to an  unnamed
tributary to Cypress Creek,  and Outfalls  003,  004,  005,  006,  007,  008, 009,  010,  012,
014,  and 015 discharging to an unnamed tributary to the Tennessee River.   The
effluent_limitations are based on  BPJ. effluent ouidelines. and  Sjgjg  Standards.'   .
The permit  requires  biomonitoring  to  evaluate waistewater toxicity from Outfall 001  '
within 30 days, after March 31, 1989.   The permittee shall perform a  48-hour  static
toxicity screening test  with Ceriodaphnia and  a  4S-hnnr  static toxicity  screening
test  with fathead minnow (Pimephales promelas)'on each  of  four grab  samples  taken 'over
a 24-hour period of  16%  effluent to determine  the presence of toxicity.  If  toxicity
is found in any of the screening tests, then  a definitive  test shall be conducted.
The definitive tests shall be  conducted with replicates  on 16% effluent, a control,
and a minimum  of four serial dilutions of 16%  effluent.  Non-compliance  is defined as
less  than 50%  survival of either test  organism in 16% effluent.  If  tests  results
indicate the wastewaters are toxic in  any two  consecutive  screening  tests, or  if  any
test  repeated,  to assure  an acceptable  test,is  not completed withing  10 days,  then a
toxicitv reduction evaluation  (TRE) plan, and  implementation schedule\shall be
submitted within 3D  days of  the finalization of  the  toxicity  test.  The permit has a
reopener clause to make  any  needed changes and a Best Management Practices plan..-
Effective Date:  November 1, 1988
Expiration Date:  October 31, 1993
                                              .,,. Final Permit
                                 Abstract Date:  May 9, 1989
       :    .  ,..,.,/.   /, ,   ,    EFFLUENT LIMITS  (FINAL)

KY0003514:  Air Products & Chemicals, Incorporated (Page 1 of 2)
       Pollutants
Outfall
                                       Ayq.VMax. Limits  and Units
                                                Monitoring
FlowfMGD)
Temperature
PH
TSS
BOD5
Hardness (ma/1 as CaCO3)
Acute Toxicitv Units
Acenaphthene
Acrvlonitnle
Benzene
Carbon Tetrachloride
• Chlor oben zerie
1,2, 4-Tr ichlorobenzene
Hexachlorobenzene
1 . 2-Dichloroethane
1.1.1-Trichloroethane ;
Hexachloroethane
1 , 1-D ichloroe thane
1,1. 2-D ichloroe thane
Chloroethane
Chloroform
2-Chlor ophenol
001 :
:95F Ava./lOOF Max.
:6.0 - 9.0 S.U.
: 422/1373 lb/d
:254/676 "
:Report
s6.25 TUa .
: 0.232/0. 623 lb/d
-.- si. 014/2. 557 "
: 0.391/1. 437 n
sO. 190/0. 401 "
: 0.158/0. 296 "
tO. 718/1.479 "
:0. 158/0. 296 "
sO. 718/2. 229 "
:0. 222/0.570 "
i0.222/0.570 "
-•0.232/0.623 "
s 0.222/0. 570 "
: 1.099/2. 831 "
: 0.222/0. 486 "
:0. 328/1. 035 "
• ' •.' ; Recorder Cont.
	 ;l/w Grab
- . n n
: " 24hrComD.
• -. . . . n n
:l/w Grab
:l/m for Ivr . then I/a
:l/a Grab
,n it
• .. . - . -•• n n
• . n -• •• n
'.'•••••• . " " .
••-•-•• • • . .»»,- n..
(0.0014 ma/1 max) j" "
:- - '. •-'-.- ... ••»'•- ri .
. n n
:1/^ Grab
. n, n
. n ii
1 . -. . n . • - n
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-------
                               EFFLUENT LIMITS  (FINAL)
KY0003514:  Air Products & Chemicals, Incorporated  (Page 2 of 2)
       Pollutants
Outfall
Ava./Max. Limits  and Units
                                                                          Monitoring
1,2-Dichlorobenzene : 001
1,3-Dichlorobenzene :
1,4-Dichlorobenzene :
1,1-Oichloroethvlene :
1 , 2-trans-Cichloroethlyene :
2,4 Dichlorophenol :
1 , 2-O ichlor opr opane :
1,3-Dichloropropylene :
2,4-Dimethylphenol :
2,6 Dinitotoluene :
JJthylbenzene :
FJouroanthene :
Bis (2-Chloroisopropyl) ether :
Methylene Chloride t
Methyl Chloride :
Hexachlorobutad iene :
Naothalene :
Nitrobenzene :
2-Nitroohenol *
4-Nitrophenol :
2,4-Dinitrophenol :
4,6-Dinitro-o-cresol :

Bis ( 2-ethylhexyl) phthalate :
Di-n-butvl nhthalate :
Diethlv phthalate :
Dimef.hvl nhthalate :
Benzo(a) anthrazene :
Benzo (a) nvrene s
3 ,4-Benzof louroanthene ?
Benzo(k) f louroanthene :
Chrvsene -
Acenaphthylene •
Anthracene i
Flourene :
Phenanthrene ' i
Pvrene *
1,2 Trans Dichloroethvlene:
Tetrachloroethvlene :
Toluene :
2.4 Dinitrotoluene :
Tr ichloroethvlene :
vinvl Chloride 	 ;
Chromium, Total :
Coooer . Total *
Cvanide, Total :
Lead r Total 	 •
Njcl<;el. Total •-
Zinc> Total 	 ;
Flow(MGD) 	 ; 002-016
rpce

Oil and^Grease 	 	 : 	
: 0.813/1. 722 Ib/d
:0. 328/0. 465 "
:0.158/0.296 "
: 0.169/0. 264 "
: 0.222/0. 570 "
:0. 412/1. 183 "
:1. 616/2. 430 "
:0. 306/0. 465 " ,
:0. 190/0.380 "
:2. 694/6. 772 "
: 0.338/1. 141 "
: 0.264/0. 718 "
: 3. 180/7. 998 "
: 0.423/0. 940 "
t 0.909/2. 007 "
: 0.211/0. 518 "
:0. 232/0. 623 "
sO. 285/0. 718 "
: 0.433/0. 729 "
-. 0.761/1. 310 "
:0. 750/1. 299 "
: 0.824/2. 926 "
r 0.158/0. 275 "
:1. 088/2. 948 "
: 0.285/0. 602 '•"
i 0.856/2. 145 "
:0. 201/0. 497 "
: 0.232/0. 623 •"
:0. 246/0. 644- "
: 0.246/0. 644 "
: 0.232/0. 623 •"
: 0.232/0. 623 "
-0.232/0.623 "
:0. 232/0. 623 "
:0. 232/0. 623 "
:0. 232/0. 623 "
i 0.264/0. 708 "
:0. 222/0. 570 "
: 0.232/1. 592 "
: 0.275/0. 845 "
: 1.194/3. Oil "
: 0.222/0. 570 "
: 1.099/2. 831 n
ill. 727/29. 264 "
:15. 319/35. 709 "
: 4. 437/12. 678 "
: 3. 381/27. 574 ."
:17.854/42.048 n
: 11. 093/27. 574 "
iReoort
I *
"
• "

























•
'
(0.00547 ma/1 max)
(0.00547 ma/1 max)
(0.00547 ma/1 max)
(0.00547 ma/1 max)
(0.00547 ma/1 max)

(0.00547 ma/1 max)
(0.00547 ma/1 max)
(0.00547 ma/1 max)
(0.00547 ma/1 max)



(0.215 ma /I max)

• /
(1.492 ma/1 max)
(0.269 ma/1 max)
(0.328 ma/1 max)

•.
(1.790 ma/1 max)




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-------
 KYQ003603:   Pennwalt Corporation, in Calvert City, produces 88 tons/d of hydrofluoric
 acid,  30,000 Ibs/d of polyvinylidene fluoride,  55,000 Ibs/d of vinylidene fluoride,
 468,000  Ibs/d of hydrochloric acid  (31,350 Ibs/d neutralized and discharged),  and
 640,000  Ibs/d of chlorofluorocarbons (SIC  2819,  2821,  2869).  This  facility is in the
 Organic  Chemicals. Plastics, and Synthetic Fiber Category  (40 CFR 414) and the
 Inorganic Chemicals Category (40 CFR 415).  Outfall 001 discharges  at a rate of 6.3795
 MGD and  is  comprised of a number of contributing flows: process wastewater,
 incinerator scrubber water, deionized water unit regeneration,  once-through cooling
 water, cooling tower blowdpwn, sand filtration, boiler blowdown, sanitary wastewater,
 and storm water from process areas  and dike .drains.  Outfalls 002,  003, 004, 005, 006,
 and 007  discharge untreated stormwater runoff.   ;0utfalls 006 discharges into an
 Unnamed  tributary of the Tennessee River.  007 into an unnamed tributary of Cypress
 Cceek/ and  the remaining outfalls empty directly into the Tennessee River.  Treatment
 consists of neutralization with lime, clarification in the settling lagoon, and final
 pfl adjustment.  Effluent limitations for hardness,  bromoform, chlorodibromomethane,
 2-chlproethylv,inyl ether, dichlorobromomethane, trichlorofluoromethane, selenium, and
 temperature are based on State  effluent guidelines and BPJ (i.e., BCT/BAT = BPT).
 Effluent limitations.for the organic chemicals are B£T based on 40 CFR 414.71 and BAT
 based  on 414,101.  Limitations  fpr the production of hydrofluoric acid are BCT/BAT
 based  on 40 CFR 415.82 and 40 CFR 415.83.   Effluent limitations for pH, TSS,  and oil
 and, grease  are .based on BPJ and B£T in accordance to State effluent guidelines.
 Limitations :for fluoride, nickel, and zinc are  BAT based on BPJ_ and State effluent
 guidelines.  :,The permit  has  a reopener clause for  toxic pollutants .and a  requirement
 for the  submission of a BMP plan.

 Effective Date:    November 1, 1988                 .                        Final Permit
 Expiration  Date:   October 31, 1993                   .Abstract Date:   November 10,  1988

                                EFFLUENT LIMITS  (FINAL),        .  	          .'.-/•'. .  ,

KY0003603:   Pennwalt Corporation (Page 1.of 3)   ./   .^  ', /

       Pollutants    ..      Outfall      Avg./Max. Limits*and Units      .   Monitoring
	•'•'••	    3   •     •   '     '  '- • '-'   ' '-'-- ' .   '  .    ,    '•'•'• '/•."•     ' •   :•-
Flow	    r  001    ;monitor  only	continuous
Hardness    .•  •.  . •••'••:        '•     "  "            	          :l/w   grab
Bromoform**          .   ;        ;     "           	          ;l/g    "
Chlorodibromomethane**   a        -.     "	          :  "      "
2-Chloroethylvinyl Ether**	';     "    "--.':•  •,-•.•'-  '     	  ;  "      "
Dichlorobromomethane**   ;        ;     "                  	;  "      "
Trichlorofluoromethane**;   .      ;     "                        	  ;  "      "
Selenium. Total Recoverable**     ;     "                      	;  "     COIHD
Temperature              ;         ;95/100 F               	        ;l/w   grab
Acute Toxicitv Units**   ;         ;—/1.67  TOa .:(> 50% survival  in     ;l/m (1)	
  60% effluent, using Ceriodaphnia sp. and  fathead  minnows;  48-hr static  test)  	:
BOD5                     s         ; 258/691    Ibs/d  	           ;l/w   comp
TSS	          :  '•       :1302/3124     "                ,        .  n      ..
Fluoride  (Total)         ;         ;854/1753      "     	            • "      "	
Acenaphthene**   	;         ;0.141/0.349   "      	:         ;l/g    grab  :
Acrvlonitrile**          ;         ;0.698/1.722   "                        ;  "      "
Benzene**            •  '  ;         ;0.423/0.995   "              .          ;  "      "
Carbon Tetrachloride**   :         ;1.054/2.821   "     (net  limits)
Chlorobenzene**          :	  ;1.054/2.821   "
1.2.4-Trichlorobenzene**;         ;1.455/5.894   "	.  .  •
1,2-Dichloroethane**     ;	;1.336/4.261   "     (net  limits)
1.1,1-Trichloroethane**  :         :0.163/0.438   "     (net  limits)
Hexachloroethane**	;         ;1.455/5.894  .".•'..
    Monthly Average/Daily Maximum
    Limitations and monitoring not effective until March 31. 1989.
(1) Once every month for a period of one vear. and once per Quarter thereafter.

-------
                               EFFLUENT LIMITS  (FINAL)
KY0003603:  Pennwalt Corporation   (Page 2 of 3)
       Pollutants
Outfall
Ava./Max. Limits*arid Units
                                                                          Monitoring
Ul-Dichloroethane** : 001
L » 1 , 2-Tr ichloroethane** :
^hloroethane** :
Chloroform** :
L»2-Dichlorobenzene** :
U3-Dichlorobenzene** :
U 4-Dichlorobenzene** :
L,l-Dichloroethylene** :
L , 2-trans-Dichloroethylene**
L , 2-Dichloropropane** :
U3-Bichloropropylene** :
2i.4-Dimethvlphenol** :
Bthvlbenzene** :
?luoranthene** :
Bis (2-Chlor.oisopropvl) Ether**
"•fethvlene Chloride** :
Methyl Chloride :
Hexachlorobutadiene** :
ftophthalene** 	 ;
Nfitrobenzene** :
2-Nitrophenol** 	 ;
4-Nitrophenol** :
2 , 4-Dinitrophenol** :
4,6-Dinitro-o-Cresol** :
Phenol** 	 :
Bi3-(2-Ethylhexyl) Phthalate**
Di-n-Butvl Phthalate** :
Diethyl Phthalate** :
Dimethyl Phthalate** :
Acenaphthvlene** :
TVM-ranhl oroethvlene** :
To! uene** :
Trichloroethvlene** :
Vinvl Chloride** :
Chromium (Total)** :
Lead (Total)** 	 ;
Nickel (Total)** :
Siinc (Total)** 	 :
Hexaohlorobenzene** :
Reny.o fa} Anthrazene** :
Renzo fa} Pvrene** :
3.4-Benzofluoranthene** :
Benzo (k) Fluoranthene** :
Chrvsene** 	 :
Anthracene** :
Pluorene** •
Phenanthrene** :

Cooper (Total)** 	 j
Cvanide (Total)** 	 ?

**Io mitations and monitoring
***Daily Max. 	
:0. 163/0. 438
:0. 238/0. 943
: 0.817/2. 190
: 0.824/2. 413
: 1.455/5. 894
: 1.054/2. 821
: 1.054/2. 821
i 0.163/0. 445
: 0.186/0. 490
: 1.455/5. 894
si. 455/5. 894
: 0.141/0. 349
: 1.054/2. 821
: 0.163/0. 401
: 1.455/5. 894
: 0.267/1. 262
: 0.817/2. 190
: 1.054/2. 821
: 0.141/0. 349
: 16. 607/47. 527
: 0.483/1. 715
:1. 203/4. 232
:8. 960/31. 187
: 0.579/2. 056
: 0.141/0. 349
tO. 705/1. 915
: 0.148/0. 319
: 0.341/0. 839
: 0.141/0. 349
: 0.141/0. 349
: 0.386/1. 217
: 0.208/0. 549
: 0.193/0. 512
: 0.720/1. 277
: 8. 240/20. 564
: 2. 376/5. 122
: 13. 602/33. 066
: 11. 667/32. 048
: 1.455/5. 894
:0. 141/0. 349
: 0.148/0. 356
: 0.148/0. 356
: 0.141/0. 349
: 0.141/0. 349
: 0.141/0. 349
: 0.141/0. 349
: 0.141/0. 349
: 0.148/0. 356
: 11. 121/25. 092
:3. 118/8. 908
:6.0 - 9.0
Ibs/d
n
n



" (net limits)
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(net limits)
(net limits)
f 0.00037 ma/1 ***
(0. 00142 " ***
fO. 00142 " ***
(0.00142 " *•**'
(0.00142 " ***
(0.00142' "B ***
fO. 00142 " ***
(0.00142 " ***
(0.00142 " ***
(0.00142 " ***
(0.140 " ***
(0.171 " ***

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-------
                          -     EFFLUENT LIMITS  (FINAL)     . ;  .;•-•::

KY0003603:  Pennwalt Corporation   (Page 3 of 3)

       Pollutants         Outfall      Ayq./Max. Limits*and Units
Monitoring

Flow 00,
TSS
Oil and Grease
pH , . V
Flow -''••-•'
TSS
Oil and Grease
Fluoride (Total)
Nickel (Total Recoverable
Zinc "
pH
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  * Monthly Average/Daily Maximum
 **Limitations and monitoring not effective until March 31, 1989.
***Dailv Max.        •       ;

-------
K£0003701:  The GAP Chemicals Corporation in Calvert City, is in the Organic? Chemicals
Manufacturing Category  (40 CFR 414) and produces acetylene-based polyvihyl pyrrlidone
and vinyl ethers "(SICs  2869, 2843, and 2833).    The wastewater consists of
contaminated storm  water runoff, sanitary wastewater, utility wastewater, cooling
tower blowdown, process wastewater, and storm water runoff.  The treatment processes
are oil skimmer, sedimentation basia, equalization basin, activated sludge, aeration
       and clarifiers.  The facility has eight outfalls,  in which Outfall 001
discharges to the Tennessee River. Outfalls 002 through 007. discharge to an unnamed  ,
tributary to the Tennesse River, and Outfall 008 discharges to an unnamed tributary to
Cypress greek.  The permit limitations are based on BPJ. BCT. and RAT effluent
guidelines, and State Standards.  The permit requires biomonitoring to evaluate
wastewater toxicity from Outfall  001 within 30 days after March 31, 1989.  The
permittee shall perform a  48-hour static  toxicity screening test with Ceriodaphnia and
a 48-hour static toxicity screening test with fathead minnow (P imephales pr omelas ) on
each of four grab samples taken over a 24-hour period of 21% effluent to determine the
presence of toxicity.  If toxicity is found in any of the screening tests, then a
definitive test shall be conducted.  The definitive tests shall be conducted with
replicates on 21% effluent,  a control, and a minimum of four serial dilutions of 21%
effluent.  Non-compliance lethality is less than 50% survival of either test organism
in 21% effluent.  If tests results indicate the  wastewaters are toxic in any two
consecutive screening tests, or if any test repeated to assure an acceptable test is
not completed withing  10 days,  then a Toxicity  Reduction Evaluation  (TRE) Elan, and
implementation  schedule shall be  submitted within 30 days  of the finalization of the
toxicity test.  The permit has a reopener  clause to make appropriate limit changes and
requires a Best Management Plan.                         .  .    ' ,        ..,..::•
Effective Date:  November 1, 1988
Expiration Date:  October 31, 1993

                               EFFLUENT LIMITS  (FINAL)

KY0003701:  GAP Chemicals Corproration  (Page 1 of 2)
Abstract Date:
  Final Permit
.May 12, 1989
Pollutants Outf a]
Plow(MGD) : 001
Temperature :
pH :
TSS :
BODS :
TSS :
BQD5 :
Hardness (ma/1 as CaCO3) :
Ammonia (as N) :
Acute Toxic itv Units :
Oil & Grease :
Formaldehyde :
Acenapbthene :
Acrylonitrile :
Benzene :
Carbon Tetrachloride :
Chlorobenzene :
1. 2. 4-Tr ichlorobenzene :
3,,2-Dichloroethane :
1.1,1-Trichloroethane :
Hexachloroethane :
1.1-Dichloroethane :
lrl.2-Trichloroethane t
Chloroethane :
Chloroform :
2-Chlorophenol 	 : 	
LI Avd./lfex. Limits and Units Monitoring -



: : Recorder Cont.
:95F Avg./lOOF Max.
:6.0 - 9.0 S.U.
: 650/1110 Ib/d until March
: 1152/1912 " "
: 765/2430 " after March
: 60 8/1602
: Report
• "
:4.75 TUa
: (10 / 15
: Report
:0. 289/0. 775 Ib/d
: 1.262/3. 181 "
: 0.486/1. 787 "
: 0.237/0/499 "
: 0.197/0. 368 "
:0. 894/1. 840 "
.•0.894/2.773 "
: 0.267/0. 710 "
: 0.276/0. 710 "
:0.289/0.775 "
: 0.276/0. 710 "
:1. 367/3. 522 "
:0. 276/0. 605 "
r 0.407/1. 288 "
: 1/w

31. 1989 : "
. — : 	 1 —
31. 1989 : m



:l/m for Ivr
ma/1) :l/w



• 1 A.;
:l/cr
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it

-------
                               EFFLUENT LIMITS  (FINAL)




KY0003701:  GAF Chemicals Corporation  (Page 2 of 2)



       Pollutants         Outfall   "•-  Ava./^ax. Limits  and Itoits
Monitoring
-..',«. - '.
1,2-Oichlorobenzene : 001
1,3-Dichlorobenzene - :
1,4-Dichlorobenzene :
1,1-Dichloroethylene ':
2,4 Dichlorophenol :
1,2-Oichloropropane :
1,3-Dichloropropylene :
2,4-Dimethylphenol :
2. 6-D in itro toluene :
Ethvlbenzene • : -
Fluor oanthene :
Bis ( 2-Chloroisopr opyl) ether :
Methylene Chlor ide :
Methyl Chloride :
Hexachlorbbutadiene •-•-:..
Napthalene . :
Nitrobenzene :
2-Nitrophenol :
4-Nitrophenol :
2,4-Dinitrophenol :
4.6-Dinitro-o-cresol :
Phenol :
Bis (2-e thy Ihexvl) phthalate:
Di-n-butyl phthalate :
Diethly phthalate :
Dimethyl phthalate s
Acenaphthylene :
Tetrachloroethvlene :
Toluene :
Trichloroethylene i
Vinyl Chloride :
Nickel, Total r
Hexachlorobenzene s
2,4-Dinitrotoluene :
Benzo(a)anthrazene :
Benzo(a)pyrene :
3.4 Benzofouroranthene :
Benzo(k)fluoroanthene :
Chrysene :
Anthracene :
Fluorene :
Phenanthrene :
Pyrene :
1 , 2-Trans-Dichloroethvlene
Chromium, Total :
Copper, Total :
Cyanide. Total :
Lead, Total :
Zinc. Total :
Flow(MGD) . : 002-008
TSS •
gH 	 ' 	 . :
Oil and Grease :
•
-•"-"•- j - s- " •'• K : '•-•-:•"
: 1.012/2. 142 Ih/d
.-0.407/0.578 "
:0.197/0.368 "
: 0.210/0. 329 "
: 0.513/1. 472 "
:2. 011/3.023 ."
:0. 381/0. 578 "
:0. 237/0. 473 "
: 3. 352/8. 425 "
: 0.421/1. 419 "
: 0.329/0. 894 "
:3.956/9.950 "
: 0.526/1. 170 "
.•1.130/2.497 -".
:0. 263/0. 644 "
:0. 289/0. 775 "
• 0.335/0. 894 "
.•0.539/0.907 "
: 0.946/1. 630 "
:0. 933/1. 617 "
:1. 025/3. 641 " -
:0il97/0.342 "
:1. 354/3. 667 "
:0. 335/0. 749 "
:1. 065/2. 668 "
:0. 250/0. 618 "
:0. 289/0. 775 "
:0. 289/0.736 "
.— .342/1.051 "
:0. 276/0. 710 "
: 1.367/3. 522 "
: 22. 212/52. 311 Ib/d
:0. 197/0. 368 "
si. 485/3. 746 "
rO. 248/0. 775 ••"-.'
.-0.302/0.802 "
:0. 302/0. 802 "
:0. 289/0. 775 "
:0. 289/0.775 "
: 0.289/0. 775
: 0.289/0. 775
:0.289/0i775 "
: 0.329/0. 881
: 0.276/0. 710
: 14. 589/36. 407 "
:19. 058/44. 425 Ib/d,
:5. 520/15. 772 "
:4. 206/9. 069 "
•.13.801/34.304 "
: Report
. ^ • . •
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(0.0011 ma/1 max)
(0.161 " )
(0.0041 " )
(0.0041 " )
(0.0041 " )
(0.0041 " )
(0.0041 " )
(0.0041 ".. )
(0.0041 •'" )
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(1.329 no/1 max)
• .









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-------
K5f0003778:  National Standard Company, located in Ctorbin, Kentucky, is a facility
where wire mesh cloth is woven from steel and plated steel wire and woven-products are
cleaned, painted or galvanized (SIC 3496).   The facilty is in the Metal Finishing
Category (40 CER 433.14) and discharge  is from a single outfall to an unnamed
tributary of Lynn Camp Creek.  Outfall 001 consists of 0.2 mgd process and isanitary
wastewater, and noncontact cooling water.  Hie process waste is treated by ]gl
adjustment and equalization, and the effluent is filtered by pre-coat pressure
filtration.  Some of the treated effluent is recycled to the plant process system.
Sanitary wastewater from  internal Outfall 001A is treated in a package plant and
followed by chlorination before it is combined with the noncontact cooling water and
the treated process wastewater.  At Outfall  001 maximum concentration limits and
equivalent mass  limits, based  on 0.2 mgd flow, are based on the following:   cadmium an
chromium - state water quality standa-nds; copper, silver, zinc - EPA Ambient Water
Quality Criteria which are more  stringent than effluent guidelines; and lead, nickel,
cyanide, and TTO - BflT effluent guidelines.  Limits at Outfall 001A are water quality
standard limits.  A schedule of compliance requires compliance with effluent
limitations on the effective date  of the permit.  There is no requirement fqr
biononitoring or a BMP Plan included in the permit..
Effective Date:  October 24, 1984
Expiration Date:  October 23, 1989
Abstract Dates
 Final Permit
March, 5^ 1985
                               EFFLUENT LIMITS (FINAL)

KY0003778:  National Standard Company

       Pollutants         Outfall      Avg./Max.  Limits and Units
                 Monitoring

Flow
Cyanide, Total
Silver*, "
Nickel, "
Cadmium*, "
Copper*, "
Zinc* , "
Lead, "
Chromium*, "
TTO
PH
Flow
BOD (5 day)
TSS
Fecal Coliform
PH


001









-
001A


-



report
— /2.0 Ib/d
— /0.12
—76.64
— /0.033
—70.225
— /2.79
—71.15
— /0.275
—73.55
6.0 - 9.0
report


200/400 per 100 ml
6.0 - 9.0

' • •
:!/
—/1. 2 mg/1 :!/
— /0.073 " :!/
—73.98 " : '
— /0.02 " : '
— /0.135 " : '
—71.67 " : '
—70.69 " : '
— /0.165 "' : '
— /2.13 " :!/
:!/
:2/
30/45 mg/1 : '
30/45 " : '
.
si/
:

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*If instream concentrations [effluent cone, x effluent flow (42% of instream flow
 at USGS gauging station Lynn Camp Creek)1 do not exceed the following levels (mg/1);
 Ag - 0.044; Cd - 0.012? Cu - 0.082; Zn - 1.015; Cr - 0.1;  there is no violation  of
 limits.  HbMever, concentrations may never exceed those given in 40 CFR 433.14.	

-------
KY0003786:  USM Corporation, Rivet Division/ located in Hopkinsville, Kentucky,  is a
manufacturer of tools and rivets  (SIC 3452)>/ The facility is in the Metal Fiiiishing
Category (40 CER 433) and has a single discharge from Outfall 001 to an unnamed
tributary of the South Fork of Little River.  This discharge consists of cooling
water, stormwater runoff, and treated effluent containing small amounts of heavy
metals.  Treatment techniques arenot specified.  Effluent limitations on TSS and oil
and grease are a BPJ determination of BCT levels at the facility.  limits on copper,
lead and zinc are based on EPA Ambient Water Quality Criteria which is more stringent
than effluent guidelines^limits for these parameters.  Iron and Aluminum limits are
based on Kentucky water quality standards.  There is no requirement, for biomonitoring
or a EMP Plan included inthe permit.
Effective Date:  October 27, 1984
Expiration Date:  October 26, 1989
                                                          Abstract Date:
Final Permit
May 29, 1985
                               EFFLUENT LIMITS (FINAL)

KY0003786:  USM Corporation, Rivet Division

       Pollutants         Outfall      Avg./Max.  Limits and 'Units
                                                                          Monitoring
: • ' <
Flow s

TSS
Oil and Grease
Copper, Total
Lead, "
Zinc -••"..
Iron "
Aluminum
PH ..,


. " .





'
• •
.
-
.
. •

.
• • -
001


•

• •















-
.

.

report

oO/4D mg/JL
10/15 • "
— /0.022 " *
— A). 17 " *
--•/0.32 " *
— /l.O ".-*
— /0.015
6.0 0 9.0
"-"•'•.'.' ; ' ' -


"- . L, '"' '- - - '"' '











continuous
i /^i ^MJ-UV»>^
l/m con 3
grab
" comp
II II
H II
It " M
n i.
> " grab














 *After one year of monitoring, if parameter is not found present at this level,
  requirements may be removed from the permit upon request.

-------
KY0064645:  Kentucky Agricultural Energy Corporation of Franklin,  Kentucky,  is in the:
Organic Chemicals and Plastics and Synthetics Category (40 CFR 415).   The facility
produces ethanol for gasohol (SIC 2869)  from yeast fermented corn, and manufactures
distillers dried grain  solubles   (SIC 2085) by steam evaporation of fermented corn.
Combined process, sanitary, and noncontact cooling water :(0.11 mgd)  from Outfall 001,
and raw water filter backwash and stormwater runoff (0.039 mgd) from Outfall 002
discharge to Arrow Spring.  At Outfall 001, sanitary and  process wastewater are     -
treated by equalization, pH adjustment, nutrient addition,  activated sludge treatment,
and sand filtration and the combined effluent is totally recycled as cooling system
water.  The cooling system blowdown is treated in an extended aeration activated     ,
sludge system.  Coal and limestone pile runoff, and ion exchange caustic and acid
rinses are treated by neutralization.  At Outfall 002, treatment is by sedimentation
±n a settling pond.  Effluent  limits  at both outfalls  are based on state water quality
standards.  Monitoring of COD at Outfall 001  and limits on TSS at Outfall 002 are
based on BPJ of BCT, consistent with state water quality standards.   If  the COD
concentration is found greater than 100 mg/1, the facility is required to immediately
contact the Division of Water District Office and determine the source and chemical  >
composition of the contamination.  Test results must be reported to the District and
Central Office within ten days after each high COD level occurrence.   There is no
requirement for biomonitoring or  a BMP  Plan  included in the permit.
Effective Date:  October 13, 1984
Expiration Date:  October 12, 1989
Abstract Date:
     Final Permit
February 27, 1985
                               EFFLUENT LIMITS (FINAL)

K&T0064645:  Kentucky Agricultural Energy Corporation

       Pollutants         Outfall      Avg./Max.  Limits and Units
                     Manitbfrng'
Flow
Stream Temperature Rise*
TSS
BOD-5
NH3-N (May 1 - Oct. 31)
NH3-N (Nov. 1 - Apr. 30)
Total Dissolved Oxygen
COD
PH
Flow
TSS






001 :report
:2.8 C
: 30/45 mcr/1
: 27. 44/41. 16 Ib/d 30/45 mcr/1
:5. 49/8. 23 " 6/9
:9. 14/13. 72 " 10/15
:6/ — mg/1
:report •
:6.0 - 9.0
002 :report
:30/60 mcr/1
:
:
: .
: *
: - - .••••'
: : • • .'..-••
con1:inuous
1/w grab
" 24 hr camp
H n
H n
II M ' '•
" grab
1/d 24 hr conp
,1/m grab
1/d
1/m 24 hr comp


t; i



*Samples collected at nearest point upstream and downstream of discharge.

-------
KY0073237:  The Armco Construction (Products Division) plant in Winchester, Kentucky,
fabricates, galvanizes  and shapes steel strip (SIC 3443).  The facility is a
new source in the Metal Finishing Category (40 CFR 433).  Outfall  001 consists of 32,5
gpm of process wastewater,  stormwater runoff, and noncontact cooling water discharged
to the Town Branch.  Treatment prior to discharge consists of aeration,
neutralization, precipitation, arid clarification.  Sludge is thickened;  dewatered,  and
disposed of in a landfill. The effluent limitations are based primarily on water
quality stf»ndaftls.  The permit uses Kentucky Water Quality Regulations for chromium
and cadmium,  and EPA Ambient Water Quality Criteria for copper,  lead, nickel, silver,
and zinc.  NSPS technology (40 CFR 433.16) based criteria were used to establish   •,•.'.
limits for cyanide,  TTO,  TSS, oil and  grease, and pH.  The iron limitation is set
contingent upon the results of a biomonitoring  study.  Chronic toxicity testing is
required every 2 months for the first  year of the permit, and every 6 months
thereafter.  There is no  BMP plan required in this permit.
Effective Date:
Expiration Date:
July 17,
July 16,
1985
1990
Abstract Date:
    Final Permit
January 16, 1986
                          ,     EFFLUENT LIMITS  (FINAL)

K3f0073237:  Armco Construction (Products Division)       ,

       Pollutants     ";    Outfall      Avg./Max. Lijnits*and Units
                                                        Monitoring

Flow;
Oil and Grease
TSS
Cadmium (Total Recovera&
Chromium " "
Copper " "
Lead " "
Nickel
Silver "
Zinc
Cyanide (Total)
Total Toxic Organics**
Iron (Total Recoverable ]
Upstream Flow***
Upstream Iron***
PH
*
*
001 :monitor
: 26/52 mg.
:31/60
Le) :-/.012
:-/0.1
:2. 07/3. 38
:0. 43/0. 69
: 2. 38/3. 98
:0. 24/0. 43
:1. 48/2. 61
:0. 65/1. 20 .
I-/2.13
:-/3.5
:monitor
: "
:6. 0-9.0
•,'...• !

a .. • • . • . .
t •
i
t
1 • • -
i
i
1 ' " '. . • • • ' '
t
i
1 . " .
'•



-
l/w instant
2/m grab
" 24 hr comp
ti M
ii it .
ii H
H H
ii , . .H
n ti
H n
" grab
1/q 24 hr comp
2/m
" instant
" grab
n n
   *Daily average/daily maximum.
  **Monitoring limited to those toxic organics likely to be present.
 ***Samples to be taken at nearest accessible point upstream of
   discharge prior to mixing with any waste stream.

-------
LA0000060:  Avondale Shipyards, Inc. Main Yard, located in Avondale, is a shipbuilding
and repair facility (SIC 3731) that is in the Shipbuilding' and Repair* Category (40 CFR
470).   The following is a description of the thirty-one outfalls: 012, 015, 022, 033,
041, 043, 044, 045, and 046 are stormwater discharges; 002, 007, and 032 consist of:,
boiler blowdown; 004 is uncontaminated once-through cooling water and firewater
storage tank overflow; 016  is uncontaminated firewater; 010,  Oil, 012A, 014, Oi7>. 019,
042A, 051, 052, 053, 054, 055 are sanitary effluent;  026, 027, 028 are the' launchway
point source discharges; and  049 is the well water pressure relief.  All outfalls
ultimately enter the Mississippi River.  Sanitary wastewater  is treated in package ,
plants, whereas all other wastewater is discharged untreated.   Effluent limitations
for sanitary effluent are based on secondary treatment standards, zinc is based on
National Secpndary drinking water standards,  the stormwater and boiler blowdown
outfalls are limited according to the previous permit,, and the remaining parameters
are based on the Development Document for Shipbuilding and Repair.   The 'following, BMPs
must be complied with:  1) control of large solid materials, 2) control of blasting
debris/ 3) oil, grease, and fuel spills, 4) paint and solvent spills, 5) abrasive    ;
blasting debris, 6) segregation of waste flow  in drydocks, 7)  prevention,of contact
between water and  debris,  8)  maintenance of hoses, soil chutes, and piping, 9)
shipways, and  10) marine railways.
Effective Date:  January 12, 1988
Expiration Date:  October 15, 1989
                                              Abstract Date:
        Final'Permit
      March 28, 1989
                               EFFLUENT LIMITS  (FINAL)
LA0000060:  Avondale Shipyards - Main Yard  (Page 1 of 2)
         *•

       Pollutants         Outfall      Avg./Max. Limits* and Units
                                                                Monitoring
Flow
012.015,022.033.041.043.044.045.046    monitor only
     :l/w estimate
                                 ;—7100   ma/1
                                                             ;l/w   grab  **
Oil and Grease
                         -715
                                                                                    **
                                 ;6.0 - 9.0
                                                                                    **
Flow
             002.007,032  monitor only
     ;l/w estimate
                                  ! 30/45   mg/1
                                                                    grab
                                 ;6.0 - 9.0
Flow
              1004,016 ;monitor only
1/d ischarae-est imate
                                                                              grab
                                 :6.0 - 9.0
Flow
BOD
TSS
FecaJ,
pH
BOD
TSS
Fecal
pH
BCD
TSS
Fecal
pH

010,011,012A.014,017,019,042A monitor onlv
: 010 s7.5Al.25 Ib/d.
: :7. 5/11. 25 "
Coliform : :200/400 #/100 ml
: :6.0 - 9.0
: Oil :3. 75/5. 63 Ib/d
: :3. 75/5.63 "
Coliform : : 200/400 #/100 ml •
: :6.0 - 9.0
: 012A :12. 51/18. 76 Ib/d
: :12. 51/18. 76 "
Coliform : : 200/400 #/100 ml
: :6.0 - 9.0
	 z 	 I 	 ; 	 _ 	 ; 	 _ 	 	 ' ' 	 i 	 __
1/d
1/W
n
n
n
n
n
n
n
n
n
n
n

estimate ':
comp
n. . -.,
arab
n
coitro •
n
arab
"
como •
n
arab
n

 *Daily average/daily maximum
**Should a sample be out of limits, daily
                                    Ling must be done until in compliance..

-------
'.--  ;   /•   •'.'•'•••'.         :  V EFFLUENT LIMITS ; (FINAL)    '-.';,



LA0000060:  Avondale Shipyards - Main Yard (Page 2 of 2)




       Pollutants          Outfall      Avg./Max. Limits*/and Units
Monitoring

BCD -. :.
TSS .••-.-.-,•-.
Fecal Coliform :
-pH -.-:........-
BCD
TSS
Fecal Coliform
DH :-,- -- -••
BCD ' :.:.-.,
TSS
Fecal Coliform
pH ,
BCD :;
TSS •-.. - :
Fecal Coliform ;

Flow 0
CCD
Lead (Total)
Chromium "
Copper "
Tin "
Cadmium "
Zinc "
Oil and Grease
pH -..••.--.
Flow
BOD
TSS
Fecal Coliform
PH' ••'•"...-.
Flow .-. '
BCD
TSS . -.'
Fecal Coliform
r>H -.-:.-
Flow .
BCD -. ••-.--.
TSS,
Fecal Coliform
pH





: .. -, ' . • •-''•-•.•;•.•• .'•.-. • ,..•••.
014 -sll.5A7.3-: lb/d -• sl/w comp
-811.5/17*3 " : " ..-•»•
i200/400 i/100 ml V- :•• .. • « arab
:6.0 - 9.0 • n. "
017 : 11. 26/16. 88 lb/d , : " como
ill. 26/16. 88 " . " "
: 200/400 #/100 ml : " arab
:6.0 - 9.0 • " "
019 •: 6. -25/9 .38; ,lb/(3 j " comp
16.25/9.38 " ••;•'.. ,j "
: 200/400 #/100 ml , : " arab
i6.0.- 9.0 •.:•••• : " .'-- "
042A :13. 76/20. 64 lb/d : " comp
:13. 76/20. 64 " : " "
s 200/400"- -#/100 ml : " arab
:6.0 - 9.0 : •" "
6,027.028 monitor only :2/m calculate
:— /100 ma/1 r , :2/m como
rreport
•-." • ':•'- "".•; . . - --. -

- . n ' . • •• •_ ...
.- : - . - • : • •-.•...•.,-'.

: — /5 ma/1
s— /15 "
:6.0 - 9.0
051,054 tmonitor onlv
:0. 50/0. 75 lb/d- ;
:0. 50/0. 75 "
•200/400 #/100 ml
:6.0 - 9.0
052.053 rmonitor onlv
rl.0/1.5 lb/d
rl. 0/1.5 "
:200/400 #/100 ml.'
t6.0 - 9.0
055 rmonitor onlv
i6.25/9.38 lb/d r
r6. 25/9. 38 "
r 200/400 #/100 ml
i6.0 - 9.0
•-;:••' " ' ' . • - •' ' .-. :• •

.-'••• : , . •
r • • • '
• : . •. . • ......
1/q •-•"•-
n n
ti • . ii
" It :
n n
2/m "
11 airab
n 'n
1/d estimate
1/w comp
n n .
- n n
" arab
1/d estimate
1/w comp
It' • 11
n n
" arab
1/d estimate
1/w comp
n n
, " - . " ...;'•
" arab



•

*Daily averaae/daily maximum

-------
IA0000761:  PPG Industries. Inc.. Lake Charles,  is in the Inorganic Chemicals Category
(40 CFR 415)  and  the Organic Chemicals. Plastics, and Synthetic Fiber Category (40 CFR
414).  The facility is a heavy industrial chemical manufacturer producing
chlorine/caustic soda  (SIC 2812), halogenated organic compounds (SIC  2869),  amorphous
silicas  (SIC 2816), sodium  silicate and  muriatic acid (SIC 2819).   The plant
discharges 247 MOD of process wastewater, cooling tower blowdown, once-through cooling
water, sanitary wastewater, and  stormwater runoff to Bayou D'Inde via Outfall 001,   .
Bayou Verd ine receives low contamination potential stormwater runoff from Powerhouse A
and  the  chlorinated  hydrocarbon  and caustic product dock storage areas  (Outfall 002);
steam condensate, once-through noncontact well cooling water, treated sanitary
wastewater,  and stormwater runoff (Outfall 003); and once-through noncontact river
cooling water, cooling tower blowdown, .and stormwater runoff from caustic storage,  ,•
chlorine liquefaction,  and  brine treatment areas (Outfall 004),  There are also four
internal monitoring points  which are combined to form Outfall 001 and are described as
follows: 101 - discharge from the chlor-alkali diaphragm cell and mercury cell units;
201 - discharge from the metals  treatment facility, primary incinerator water wash
scrubber, chlor-alkali process wastes, and silica manufacturing process wastes; 301 -
second flush stormwater commingled with  once-through well cooling water; 401 -
nonchromate  cooling tower blowdown, once-through noncontact well cooling water,  steam
condensate, and stormwater  runoff.  Wastewater treatment consists of the Irnhoff Method
of anaerobic digestion,  rapid sand filtration., settling basins, pH adjustment^
chemical precipitation of metals,  and  extended aeration  for sanitary wastes.  Effluent
limitations  are based  on BPJ  and BAT effluent guidelines.  For two years, the effluent
from internal outfalls 101  and 201 must  undergo quarterly range-finding s_fcaii£ acu.t.e.
tpxicity tests, using  either  Daphnia  sp. or  Mysidopsis spj. depending on the: salinity
of the effluent.  If at any time, survival is less than 80%,  a replacement static 48-
hr median  lethal concentration test must be conducted on the original effluent.  The
permit contains a  wasteload allocation reopener  clause  and BMP's for. detecting
cooling  tower  leaks.                      	                 .  .
Effective Date:  January 1, 1987
Expiration Date:  December 31, 1991
              ; • Final Permit
Abstract Date:  May 30, 1989
                               EFFLUENT LIMITS  (FINAL)
IA0000761:  PPG Industries,  Inc.  (Page 1 of. 2).

                                       Avg .ylMax .*Limits and Units
                Monitoring

Flow : 001
Terrroerature :
pH 	 ;
Flow : 101
rpGC «
Total Residual Chlorine ;
Conner (Total) :
Mercury " :
Ntekel " 	 ;
Flow 	 ' 201
BGD5 :
fpqc •
Ttofcal Residual Chlorine :
Copper (Total) 	 :

*Daily average/daily maximum.
. .
rmonitor onlv
• " ''
:6.0 - 9.0
: monitor onlv
: 1431/3021 Ib/d
:18. 2/30.1 "
;9.8/23.9 "
:0. 13/0. 30 "
•7.4/19.3 "
:monitor only
: 774/1298 Ib/d
: 4270/11. 465 "
:22.9/37.7 T
:18.2/49.3 "
.


continuous
	 — — 	 	
,
'
3/w 24-hr comp
grab
" 24-hr comp
n it
n n
nontiinuous
1/w 24-hr comp
3/w
L" grab
" 24-hr comp



-------
 ;:•,,;  ;:;, :.;..    y   .'.-. EFFLUENT'LIMITS  (FINAL)     :    •



LA0000761:  PPG Industries, Inc.  (Page 2 of 2)



       Pollutants         Outfall      Ava./Max.*Limits and Units
Monitoring
Nickel (Total)
Total Chlorinated Hydroc
Carbon Tetrachlor ide
Chloroethane
Chloroform
lj 1-D ichloroethane
1 . 2-D ichlor oethane
1 , 1-D ichlor oethene
Trans 1 , 2-D ichloroe thene
Methylene Chloride
Tetrachlor oethene
1 , 1 , 1-Tr ichloroethane
1 . 1 i 2-Tr ichloroethane
Tr ichlor oefchene
Vinyl Chloride
Flow
Total Chlorinated Hydrocc
Flow . •
Total Chlorinated Hydrocc
pH- . '. -
pBi- :••:•:••. . :
Flow ! r
pH












201
arbons
-
-
• •

• " '
'

•

•



301
irbons .
401
irboris
002
003
004












-
'
10.2/26.8 "
58/198 "
monitor only
'. , ;.''".' -.!,.. '',-..-..
n , , - . , . ' - '
•••"'•- • , .':•''••
. '-' , ". • • •-..--' ••'•'-. • '. . ' ,;...-
."."." •• • . : : ••-' .•"•'-.'.. '. • •'-' ::.
' , : •"....••-'.. • . . ',
" " : •.-.-'.
tt • --.,,.
• •»•-••. . ; .. .
-.•»-••; ' '
...
" • •
"
•""..••. - -
n . • • .
11 '• - '
6.0 - 11.0 .
6.0 - 9.0
monitor only
6.0 - 9.0












3/w 24-hr comp
n n
n n
n n
n ii
it n
it ii
it - it
,it it
n - n
n it-
n it
n n
n n
n ii
1/d instant.
" arab
3/w estimate
" arab
ar ab/d ischarqe
3/w arab
continuous
n












 *Dailv average/daily maximum.

-------
I&0000841:  Bxxon Chemicals Americas,  in Baton Rouge,  is in the Organic Chemicals.
Plastics, aM Synthetic Fibers Category (40 CFR 414)  and is a resin 'finishing plant
that receives a dilute hydrocarbon  resin solution by pipeline  (SIC 2821).   The'diluent
is is separated and the product resin is solidified  and packaged or loaded  molten into
drums, tanktrucks, and tankcars.  Resin/water emulsions are also produced at the
plant. Outfall 001 consists of process wastewater,  treated sanitary  wastewater,
cooling water, boiler and cooling tower blowdown, and process area stormwater runoff.
Outfall 002 consists of nonprocess area stormwater runoff.  Both outfalls discharge to
Cypress Bayou.  Process wastewaters are treated by pjl adjustment, oil/water gravity
separation, steam stripper, and separation and equalization ponds. Sanitary wastes
are treated in a septic tank and oxidation pond.   Effluent limitations are based on
State water quality .standards.   For  two years,  the effluent from Outfall 001 must
undergo quarterly range-finding static acute toxicity tests, using either Daphnia sp.'
or Mysidopsis sp. depending on the salinity of the effluent.   If at any time, survival
is less than 80%, a replacement static 48-hr median lethal concentration test must be
conducted on the original  effluent.
Effective Date:  April 8, 1986
Expiration Date:  April 7r 1991
                                Abstract Date:
                                   Final Permit
                                   Mciy 30, 1989
                               EFFLUENT LIMITS (FINAL) .
IA0000841:  Exxon Chemicals Americas
       Pollutants
Outfall
Avg./Max.*Limits and Units
Monitorincf
Flow : 001
BOD5 :
COD :
TSS :
Benzene :
Temperature 	 '_ 	 L
pH :
Flow : 002
Total Oraanic Carbon :
Oil and Grease :
pH :
•
:monitor onlv ..
: 50/100 Ib/d
: 157/314 "
:60/120 "
.:— /0.25 ". (—/O.I ma/1)
monitor only
:6.0 - 9.0
: monitor only
:--/55 ma/1
s—/15
:6.0 - 9.0
: •
:l/w instant.
: " 24-hr comp
. n n
. n n •
:l/m
: 1/w arab
. "
:l/d estimate
: " arab
. n n
. n n
•
: : ••••••• ' • ' ••:•
: : • - •••-.. -•:••-
*Daily averaae/daily maximum.

-------
IA0000868:  Westvaco Corporation,  in DeRidder,  is in the Tall Oil .Rosin. Pitch,  ana
F.attY Acids Subcategory of the Gum and Wood Chemicals Manuf actur ing Category (40 CFR
454).  The facility  fractionates tall oil to produce tall oil  fatty acids, tali  oil
by-products,  and  tall oil rosin (SIC  2861).   Rosin-based paper size, chewing gum base,
printing  ink  resins,  and  adhesive resins are produced in batch operations.  Outfall
001 discharges 0.413 mgd of treated process  wastewater and process area stormwater
runoff to Palmetto Creek.  Outfall 002 discharges stormwater runoff from the
nonprocess areas to the same receiving stream.  Wastewater , is  treated by flocculation.
coagulation,  sedimentation, and aerated lagoons.  Effluent limitations are based on
water quality standards and a EPJ determination of the  BgT level of technology.
Quarterly 7-day chronic toxicity ±ests must be performed using Ceriodaphnia and
fathead minnows  in 100%,  4.7%,  and 2.4% of the final effluent  from  Outfall 001.
Should the results from one year indicate the absence of toxicity for both species at
a dilution of 2.4%, the biomonitoring requirements will  expire.  The permit contains a
reopener  clause for the purposes of establishing specific effluent limitations for
uncontaminated stormwater runoff discharged through Outfall 002.
Effective Date:  October 26, 1987
Expiration Date:  October 25, 1992
Abstract Date:
Final Permit
May 30, 1989
                               EFFLUENT LIMITS (FINAL)

LA0000868:  Westvaco Corporation

       Pollutants         Outfall

Flow
BODS

COD

TSS
Oil and Grease
Dissolved Oxygen
Temperature
PH
Flow
COD
Oil and Grease
pH

• •..-"•-
001 ':monitor only
: 398/662 Ib/d (Nov. - March)
8256/481 '" (Apr. - Oct.)
: 3265/6503 " (Nov. -March)
:2100/4725 "'••:•••- (Apr; -Oct.)
-•93/271 —
:27/86 "
:monitor onlv

:6.0 - 9.0
002 :monitor only
: " - • •-. • •• •
• - . • • n . •-- •• -, • •
tt - • ; - - - . ' -
• . ' -',---,

; continuous
:2/w grab ,
— W ft
. n , n ,
. n =tt
— it .• n
. n it
.n n •
. "'-.-' . •' ;n. . • .••'.
w ti - . n .
:l/w estimate
; " grab
— ' tl ' H
• W ' tl
. ' , - /

*Dailv average/dailv maximum.

-------
LAQ000892:  Rubicon Chemicals,  Inc. is located in Geismar, Louisiana, and is in the
Organic Chemicals  and Plastics and Synthetic Fibers Category (40 CFR 414).  The  '
facility manufactures dinitrotoluene (raw), nitrobenzene  (NB), aniline, toluene
diamine  (TDA), diaminodiphenylmethane (DADPM), toluene diisocyanate (TDI), ipure and
polymeric 4,4Kiiphenylmethane-daisocyanate  (MDI), phosgene and nitric acid, and is
engaged in activities for the reconstitution of  sulfuric acid (75%-92%) and the
absorption and stripping  of hydrochloric acid (SIC 2869).   Three waste streams are
produced.  Outfall 001 is process, utility,  sanitary, and washdown wastewaters (0.49
mgd dany avg./0.81 mgd daily max./0.36 mgd daily min.)  discharged to the Mississippi
River.  Only 001 receives treatment, which  includes  steam stripping, incineration,
biological oxidation, a treatment pond consisting of equalization, sedimentation and
PH adjustment,  and deep well injection.  Outfall 002 (0.40 mgd daily avg./0.72 mgd
daily max./0.24 mgd daily min.) is combined with 001 for discharge and Outfall 003
(0.05 mgd daily avg.)  enters New River;  both consist of  vmcontaminated stormwater
runoff.  Applicable guidelines  for the industry  have not been promulgated.  Therefore
the permit  limits are BPJ of  BCT/BAT. technological abatement levels including steam
stripping for total purgeable halocarbons and aromatics and settling for TSS.  Static
24-hour bioassays  shall be conducted at Outfalls 001 and  003, once per quarter for a
duration of two years.  She determination of  80% survival  in 100% effluent using
Daphnia  sp. or Mvsidopsis op. is required.  If survival is <80%, replacement static
48-hour median IC50 tests are to be performed on the originally collected sample.  The
permit contains a compliance schedule to submit by 12/30/84 a progress report on
achieving the limits on 001.
 Effective Date:
 Expiration Date:
October 30, 1984
October 29, 1989

             EFFLUENT LIMITS (FINKL)
                        Abstract Date:
   Final Permit
   May 12,  1986
 LA0000892:  Rubicon Chemicals,  Inc.
        Pollutants
 Flow
        Outfall
        001
     Avg. /Max. Limits  and Units
;report
   Monitoring
;: continuous
                                                                        :l/w 24 hr cccrp
TSS
COD
Total
Total
Total
Total
TRC


Purgeable
Purgeable
Chromium
Zinc

•
•
Halocarbons****
Aromatics ****
•
- *
•
: 68/136
: 417/835
:2.3/4.5
:2.3/4.5
il.OA.9
:— /0.9
:0. 5/1.0
kg/d




It
mg/1
(36.7/73.4
(225/450
fl. 2/2. 4
a. 2/2. 4
(0.53/1.1
(— /0.49

mg/1**

11


**\
**
**
**
• **
: 3/w "
. •
: 1/w "
' •
. ii »
. ii
*
• tt
•

grab
Temperature 	 :
Biomonitorlng 	 :
PH :
Flow :002, 003
TOG :
Oil and Grease :
Total Purgeable Halocarbons****
Total Purgeable Aromatics ****
PH • :
Biomonitoring : 003
•
:— /112 F
:report
:6. 0-9.0
:report
:•— 750 m?/l
:— 715 "
s__/0.1 "
:— /O.I "
:6. 0-9.0
: report

: continuous
:l/a 24 hr conp
: continuous
• :l/d estimate**
: " grab
.11 ii **
: 2/m "

•1/d*** "
:l/q 24 hr comp
•
*Dailv average/daily maximum
   **Eguivalent concentrations based on 0.49 mgd
  ***When flowing
 ****EPA Method 601, 602, 624.

-------
IA0000914:  The Copolymer Rubber & Chemical Corporation plant at Baton Rouge,
manufactures butadiene and crumb rubber  (SIC 2869, 2822).  This facility is in the
Organic Chemicals. Plastics,  and Synthetic Fiber Category (40 CFR 414) and the Rubber
Processing Category  (40 GFR 428). All discharges are to  the Monte Sono Bavou.  a
tributary of the Mississippi  River.  The following is a description of those
discharges: 001 .* 3.17 mgd of treated process wastewater, sanitary wastewater, cooling
water, boiler blowdown,  and  stormwater runoff; 010 - 0.192 mgd of steam condensate,
untreated cooling water, and  stormwater  runoff; 014  - 0.264 mgd of untreated cooling
water and stormwater runoff;  015 - 0.062 mgd of well water and stormwater runoff; 020
- 0.041 mgd of power plant blowdown,  steam condensate, cooling water,  and  stormwater
runoff.  Wastewater  treatment consists of neutralization, surge tanks, dissolved air
flotation, biological treatment  pond,  coagulation, and clarification.  Effluent
limitations are based on BAT/BGT effluent guidelines and water quality standards.
Limits for oil and grease in  the  butadiene segment  were derived  by multiplying BPT
limitations for BCD5 by an average oil and grease to BOD5 ratio developed from the
Petroleum Refining BPT guidelines. For a period of two years,  the effuent from
Outfall 001 must undergo quarterly range-finding static acute toxicity tests, using
either Daphnia sg.. or Mvsidopsis  sp.  depending  on the salinity of  the effluent.   If at
any time, survival is less than  80%,  a replacement static 48-hr median lethal
concentration test must be conducted on  the original effluent.
Effective Date:  September 30, 1986
Expiration Date:  September 29, 1991
Abstract Date:
Final Permit
June 1, 1989
                               EFFLUENT LIMITS (FINAL)

LA0000914:  Copolymer Rubber & Chemical Corp.

       Pollutants    ,     Outfall      Avg./Max.*Limits and Units
..-•••:
Flow
COD
BOD5
TSS
Oil and Grease
Temperature
pH
Flow 010.0
COD
Oil and Grease
pH;



• • *
001 :monitor onlv
: 6628/9942 Ib/d
: 526/789 "
:1000/1500 •"•
=210/316
:— /97 F
:6.0 - 9.0
4.015.020 monitor onlv
s— /100 mg/1
:— /15 "
:6.0 - 9.0
*
e . '
•
:continuous
:3/w 24-hr comp
. n n
. n tt
: " grab
:continuous

:l/w estimate
: " grab
. n it
. n n
.
.
S ' ,2

*Dailv average/dailv maximum.
- • . • ..


-------
IA0002771:  E.I, dji Pont ge Nemours SL Company,  in Convent,  manufactures sulfuric acid
from the conbustion of  sulfur and  the decomposition of spent acid (SIC 2819).   This
facility is in the Inorganic Chemicals Manufacturing Category  (40 CFR 415)  amd  has  two
final outfalls (001 and 004)  that discharge into the Mississippi River.   Outfalls 002
consists of settling pond effluent and Outfall  003 consists of clarifier overflow.
Both (002, 003) internal outfalls empty into Outfall 001.   Outfall 004 consists of
uncontaminated utility  water and stormwater runoff.  Wastewater is treated  by
neutralization and sedimentation.  Effluent limitations are based on a BPJ
determination of BPT and State water quality standards.  For two years, the effluent
from internal outfall 002 must undergo quarterly range-finding static acute toxicity
i£Sts, using either Daphnia  sp. or Mysidopsis sp. depending on the salinity of  the
effluent.  If at any time, survival is less .than 80%,  a replacement  static  48-hr
median lethal concentration test must be conducted on the  original effluent,  . •  ,
Effective Date:  September 30, 1986
Expiration Date:  September 29, 1991
Abstract Date:
 Final Permit
'May 31, 1989
                               EFFLUENT LIMITS  (FINAL)

IA0002771:  E.I. du Pont de Nemours & Company

                          Outfall      Avg./Max.*Limits and Units
                Monitoring
*
Flow : 001
Temoerature :
pH :
Flow : 002
TSS •
nhrominm (Total) :
Nickel " :
pH :
Flow : 003
TSS *
TQC 	 	 ? 	
Alkalinity :
Clarifvino Aaenfcs Used s
Flow : 004
TOG 	 ?
Oil and Grease :


*Daily average/daily maximum.
. ,. -
smonitor only
» *"
•6.0 - 9.0
: monitor only
: 60/180 lii/d
:0.4/1.2 ma/1
:0.7/1.5 "
:7.0 - 11.5
: monitor only
"
. n
. n
n
n
•— /55 ma/1
:— /15 "
•6.0 - 9.0
. ••


continuous
n
n
ii
	 _ 	 _ •
3/w 24-hr coma
2/w
n n
1/d grab
1/m estimate
1/w grab
n .n
n n
1/m inventory
1/d estmate
" grab
n n
n n



-------
IA0003H5:  The BP Oil Company's Alliance Refinery,  located in Belle Chasse,  operates
a petroleum refinery  (SIC 2911)  producing over 50/000 bbi/d crude  oil.  This  facility
is in the Petroleum Refining Category (40 CFR 419) and discharges  from one outfall
directly to the Mississippi River.  Effluent limitations are  regulated at four
internal outfalls, however, due to  the large dilution at the point of discharge.
Outfall 101 discharges 2.7 mgd from  the biological waste treatment plant.  Outfall 201
consists of 28.3 mgd of once-through noncontact cooling  water,  Outfall 301 is an
intermittent discharge of segregated stormwater,  and Outfall 401 is 0.4 mgd of  river
water clarifier underflow.  The effluent limitations are based on BPT effluent
guidelines. State Water Quality Criteria, and 40 CFR 122.  Quarterly 7-day chronic
toxicity tests, using Ceriodaphnia and fathead minnows are required on the effluent
from Outfall 001. A minimum of five dilutions must be performed, using a minimum
dilution factor of 0.3 (i.e., 100%, 30%,  10%,  3%, and 1%).  Also, two dilutions
consisting of 0.157% and  0.31% of the final effluent must be contained  in  the test
series.   Should no toxicity occur  within  the first year  of  testing,  for both  species
at the effluent dilution equivalent to 1/2 of low flow  (0.31%), the permittee may
certify this in writing and these biomonitor ing requirements will expire.   The permit
contains a reopener clause should the effluent prove to  be  toxic or  have  the  potential
to produce toxic  effects.
Effective Dates  July 18, 1988
Expiration Date:  July 17, 1993
                  Final Permit
Abstract Date:  April 13,"1989
                               EFFLUENT LIMITS (FINAL)
IA0003115:  BP Oil Company

       Pollutants         Outfall      Avg./Max.  Limits and  Units         Monitoring
; . .:,•-••-, .;•-,..•-.
Flow
Biomonitor ing
pH
Flow
BOD5
TSS
COD
Oil and Grease • j
Phenolic Compounds
Ammbnia
Sulfide
Total Chromium
Hexavalent Chromium
Flow
Total Organic Carbon (Net
Flow
Oil and Grease
Total Organic Carbon
Flow
TSS
Total Organic Carbon
Alkalinity
Clarifying Agents Used

001 :report
:l/w total flow
: " :l/a 24-hr como
:6.0 - 9.0
101 :monitor onlv
: 1591/2866 lb/d ,
:1273/1996 "
: 11. 167/21. 526 "
: 464/868
:continuous
:continuous
:3/w 24-hr comp
. n n
. n n
:2/w grab
:10. 6/21.1 " , :l/w "
: 854/1880 "
: 8. 3/18. 5
:12.6/35.8 "
:0.99/2.2 "
201 rmonitor only
) :5.0/~ mg/1
301 rmonitor only
• — /15 im/l
.__ /so
401 :monitor only
:2/w 24-hr comp
:3/w grab
:l/w 24-hr comp
. n n
: instantaneous
: 1/w 24— hr comp
:l/d estimate
: 1/w grab *
. " " *
:l/w estimate
. i. n : " grab
. n • . n ti
- .' . n , ' ..- : , . . •• •'. . . ti •. u
. : n
: - ''-'-,
*When discharging. If rainfall exceeds three inches in a
:l/m calculate

24-hr oeriod. samoling
frequency must be increased to I/day.

-------
LA0003191:  The Louisiana Power & Light Company operates the Little Gypsy Power Plant
(SIC 4911) near Montz (immediately west of New Orleans)  which is in the  Steam Electric
Power Generating Category (40 CFR 423).  There are two  outfalls  (001 and 02A)  .that
discharge to the Mississippi River and four outfalls that empty  into St. Charles
Parish drainage system.  The following is a description of the outfalls: 001  r- 936 mgd
of once-through cooling water; 01A — 0.370 mgd of pretreatment filter flush;  002 -
0.0035 mgd of  sanitary waste  (this outfall is not in the permit); 003 - 0.432 mgd of
floor and area drainage;  004 - 0.168 mgd of low volume wastestreams;  and 04A  - metal
cleaning waste and boiler blowdown (flow not given).   Wastewater treatment consists  of
screening, chlorination. activated sludge, sedimentation, flotation, neutralization.
settling, mixing, chemical oxidation, chemical precipitation, coagulation, multimedia
filtration, gravity thickening, and vacuum filtration.  Effluent limitations  are based
on water  quality standards.
Effective Date:  April 8, 1986
Expiration Date:  April 7, 1991
Abstract Date:
Final Permit
June 1, 1989
                               EFFLUENT LIMITS (FINAL)

LA0003191:  Louisiana Power & Light Company

       Pollutants         Outfall      Avg./Max.*Limits and Units
                Monitoring
Plow :
Temperature
Total Residual Chlorine
Plow
TSS
Clarifying Agents Used
Plow
TSS
Oil and Grease
pH
Plow
TSS
Oil and Grease
Plow
Iron (Total)
Copper "


001 : 936/936
s 112. 7/11
:— /130
01A rmonitor
• "
• "
003 :monitor
:108/ —
:54/~
: :6.0 - 9.
: 004 rmonitor
: : 30/100
: : 15/20
: 04A rmonitor
r rl. 0/1.0
: rl. 0/1.0
k •

Free Available Chlorine and Total Residual
unit for more than 2 hrs/dav and onlvLjme


k • '
• •
MGD
6 F
Ib/d (— /0.2 i
only


only
Ib/d (30/100 r
01 (15/20
0
onlv
ma/1
HI
onlv
ma/1
n "


Chlorine mav not be
r continuous

na/H sl'/w grab
: " estimate
r ,".. grab
s.l/ni record
sl'/d estimate
na/1) :l/w grab
it ^ . n n . •
i. n '• n
sl/d estimate
sl/w arab
. n n
•sl/d estimate
: 1/w grab
. " "
:
: • •• •
disc;Harqed from anv
unit mav discharge at anv one time.


;

,*Dailv average/daily maximum. 	 : 	 , 	

-------
IA0003280: ; Air Products and Chemicals. Inc.. New Orleans, is in the Inorganic
Chemicals Category (40 CFR 415)  and manufactures ammonia and hydrogen through the
reforming of natural gas with steam  (SIC  2813).  Oxygen and nitrogen are also produced
through the cryogenic separation ofxair.  Treated process  wastewater, contaminated
stormwater, and cooling tower blowdown is discharged to the Intracoastal Waterway via
Outfall 001. Pollution abatement consists of ammonia stripping* chlorination. a
stabilization pond, flotation, neutralization, and sedimentation.  For a period of two
years, the effluent must undergo .quarterly range-finding static acute toxicity tests.
using either Daphnia sp. or Mysidopsis  sp. depending on the salinity  of  the effluent.
If at any time, survival is,.less than 80%, a  replacement static 48^-hr median lethal
concentration test must be conducted on the original effluent.
Effective Date:  September 16, 1986
Expiration Date:  September 15, 1991
Abstract Date:
Final Permit
May 31, 1989
--..,•                           -EFFLUENT LIMITS (FINAL)

LA0003280:  Air Products and Chemicals, Inc.

       Pollutants         Outfall      Avg./Max.*Limits and -Units'
                Monitoring
Flow
Temperature
COD
TSS
Oil and Grease
Ammonia
Zinc (Total)
pH

11



"
QOl :monitor only
• • ' ' . ' • " . ; •'••'.;
: 383/767 Ib/d
:115/268 "
:38/86 "
:219/459 "
- -.3.7/7.2 "
:6.0 - 9.0
• - . .-.-.. . •
•
: ' " • " '
* , » :
* ' ' ' * -

continuous
n
3/w 24-hr comp
n . .. n
" arab
" 24-hr comp
n . n
continuous






 *Dailv averaqe/daily maximum.

-------
I&Q003441:  Melamine Chemicals, Inc., of Domldsonville,  Louisiana, manufactures
melamine crystals from urea (SIC 2821) in the Organic Chemicals, Plastics etfid
Synthetic Fibers Category (40 CER 414).  Discharge from a single waste stream, Outfall
001/ consisting of process and utility wastewaters and stormwater runoff  (0.102 mgd,
avg.) is  to a water quality limited segment of the Mississippi River.  Outfall 001 is
treated with s^ j mentation and neutralization; in addition,  treatment of pi:ocess
wastewaters  also includes ammonia  stripping.  Effluent limitations have been adjusted
from the previous permit due to an increase in melamine production.  The limits
represent BCT/B&T levels as per BPJ.  Biomonitoring is required for the  determination
of 80% survival in 100% effluent using a static method.   Tests shall be  conducted
quarterly for two years.  If survival is less than 80%,. the  facility will perform a
replacement  static 48-hour  median LCSO on the originally collected sample.  The permit
does not include a EMP plan.
Effective Date:   June 26, 1984
Expiration Date:  June 25, 1989
                  Final Permit
Abstract Date:  April 25, 1986
                               EFFLUENT LIMITS (FINAL)

L&0003441:  Melamine Chemicals, Inc.

       Pollutants         Outfall      Avg./Max.*Limits and Units
                  Monitoring
Flow
TSS
Amrronia Nitrogen
Organic Nitrogen
Oil and Grease
Biomonitoring
Temperature
m




•





-




001


















.


•
report
150/300 kg/d (388/766 mg/1**)
556/1111 " (1440/2880 " **)
633/1265 " (1640/3280 "•**)•
9.5/19 " (25/50 " **)
report
ll • - • •
6.0-9.0





, ' '

.






•
continuous
3/w 24 hr comp
II ll
II ll *
grab
l/qL24 hr comp
continuous







. • . . • - "... .-' . •








 *Daily average/daily maximum.
**Equivalent concentrations based on 0.102 mgd flow but.not included in permit.

-------
IA0003689:  The HIMONT USA.  Inc.. Lake Charles plant produces polypropylene, and a
small amount  of HMW polyethylene (SIC 2821)  using  the so-called  "Ziegler process", as
well as a proprietary  high-yield catalyst bulk process.  This facility -is in the
Organic Chemicals, Plastics,  and Synthetic Fiber Category  (40 CFR  414) and discharges
through two outfalls to  the Calcasieu River.  Outfall 001 discharges 1.4 mgd of
treated process and sanitary wastewater and  Outfall 002 consists of 1.6 mgd of once-
through cooling water  and rainfall runoff.  Wastewater treatment consists of
clarification, settling, -sand filtration, chlorination. dechlorination, ion exchange.
neutralization, activated .sludge, skimming and equalization.  Effluent limitations are
based on .water quality considerations.  For a period of two years,  the effluent from
Outfall 001 must undergo quarterly range-finding static acute toxicity tests, using
either Daphnia sp. or Mysiddpsis sp. depending on the  salinity of the effluent.  If at
any time, survival is  less than 80%, a replacement static 48-hr median lethal
concentration test must be conducted on the original effluent.
Effective Date:  May 31, 1986
Expiration Date:  May 30, 1991
                   Abstract Date:
Final Permit
May 31, 1989
                            .   EFFLUENT LIMITS (FINAL)

LA0003689:  HIMONT USA, Inc.               ...-,.:

   .,'.., Pollutants         Outfall  .
Avg./Max.*Limits and Units
Monitoring
Flow
Temperature
BGD5
COD
TSS -;
Ammonia
DH .,.-..-
Flow
TOC
Oil and Grease
pH


001 monitor only : • •-.•'••',
: "'-•;-"
: 260/580 Ib/d
i750/1500 "
:426/852 "
:15/20 "
:6.0 - 9.0
002 monitor only
: — /50 mq/1
:— 715 "
:6.0 - 9.0
'.•'.:' • ' ' • " - ".'•-.....
• ''-.•••
• '-•,. -"• ••-,
[continuous
' . . - " -
3/w 24-hr comp
n ii
" qrab
1/w 24-hr comp
continuous
n
3/w qrab
n n
1/d "
.
•
 *Dailv average/daily maximum.

-------
LA0003824:  The Firestone Synthetic Rubber and Latex Company, in Lake Charles,  is in
the Emulsion and Solution Crumb  Rubber Subcategories  (SIC 2822)  of the Rubber        ,
Processing Category  (40 CFR 428).  There are three outfalls which discharge to  Bayou
D'Inde and are described as follows:   001 - 3.34 mgd of treated  process wastewater,
sanitary wastewater, cooling tower blowdown, and stprmwater runoff; 003 and 004
consists of stormwater  runoff.  Pollution abatement procedures include screening.
neutralization, an aerated lagoon, coagulation, flocculation and flotation.  No
rationale for the permit limits was provided.  For a period of two years,  the effluent
from Outfall 001 must undergo quarterly  range-finding  static acute toxicity tests.
using either Daphnia sp. or Mysidopsis sp. depending on the salinity of the effluent.
If at any time, survival is less than 80%, a replacement static 48-hr median lethal
concentration test must be conducted on  the original effluent.  The permit contains a
reopener clause for future wasteload allocation determinations.
Effective Date:  June 14, 1986
Expiration Date:  June 13, 1991
Abstract Date:
Final Permit
June 2, 1989
                               EFFLUENT LIMITS (FINAL)

LA0003824:  Firestone Synthetic Rubber and Latex Company

       Pollutants         Outfall      Avq./Max.*Limits and Units
                Monitoring

Flow
BCD5
COD
TSS
Oil and Grease
Ammonia
Chromium (Total)
Temperature
pH
Flow
TOG
Oil and Grease
tiH


: 001 :monitor
: : 294/440
only
Ib/d
: :1526/2289 "
: : 477/719
: : 117/176
: : 10/20
: sl.0/1.5
: : 95/100
: :6.0 - 9
:003. 004:monitor
: :— /50
:— /15
: :6.0 - 9


n
n ,
n
HI
F .
.0
only
ma/1
n
.0


.
.
.
.






. • .-.'••
continuous
3/w 24-hr comp
. n . • . n
it n
arab
" 24-hr comp
it n
continuous
; n
2/w estimate
arab
n n
n n
	 	









*Daily averaae/daily maximum.

-------
LA0003905:  Louisiana Chemical Polymers,  Inc., located in Baton Rouge, Louisiana,
manufactures ABS plastic  from the three monomers acrylonitrile, butadiene and styrene,
and SBR latex rubber from the two monomers butadiene and styrene (SIC 2821,  2822).
The facility is  in the Organic Chemicals and Plastics and Synthetic Fibers Category
(40 CFR 414) and the Rubber Manufacturing Category (40 CFR 428),  and has two outfalls
entering Baton Rouge Harbor.  Outfall 001 is process and sanitary wastewaters,
contaminated stormwater runoff, and cooling tower blowdown (1.43 mgd) treated by
flotation, settling, coagulation, activated sludge,  and trickling filters.   Sludge is
routed to drying; beds and sludge lagoons.   Outfall 002 is uncontaminated stormwater
runoff and cooling tower  blowdown (0.96 mgd), mixed with 001 after monitoring.
Treatment is by  flotation.  Limits on BOD-5 and TSS at 001 are BPJ of BPT=BCT as found
in proposed guidelines  40 CER 416.82 (Subpart H, Aorylonitrile-Butadiene-Styrene (ABS)
and Styrene-Acrylonitrile (SAN) Resin Copolymers Subcategory) for ABS plastic and
40 CFR 428.42 (Subpart D, Latex Rubber Subcategory)  for latex rubber.  The robber
contribution is  based on  a production rate of 32.973 m Ib/y of latex rubber.   The
plastic contribution is based on concentrations, and is 65% of the total 1.43 mgd
flow.  Therefore a flow of 0.93 mgd is used.  Chromium and cyanide limits are BPJ
using proposed BAT levels in the Development Document for Organics and Plastics
(February,  1983), and pH is  a previous permit limit.  Limits on 002 are from the
previous permit  based on Region VI stormwater guidance.   Chromium limits are -
exceptions, derived from  BPJ  using cooling tower blowdown guidelines in 40 CFR ,423.33
of Steam Electric Power Generation Category.  Because process wastewater is not
currently discharged, biomonitoring is not required.   The permit does not include a
BMP plan.
Effective Date:
Expiration Date:
October 16, 1984
October 15, 1989
Abstract Date:
 Final Permit
June 10, 1986
                               EFFLUENT LIMITS (FINAL)

LA0003905:  Louisiana Chemical Polymars, Inc.
Pollutants Outfall Avg./Max. Limits* and Units
Flow : 001 :monitor only
BOD-5 : :92/193 kg/d (16.9/35.7 ma/1
TSS
Chromium***
Cyani.de
Ethylbenzene
Temperature
PH
Flow
COD
Oil and Grease
Chromium***
Tenperature
PH



: 150/445 " (27.7/82.3 "
:0. 30/0. 60 " (0.06/0.11
:0. 14/0. 27 " (0.025/0.05
:monitor •
: " -.
:6. 0-9.0
002 :monitor only
:— /150 mg/1
:__/15
: 0.30/0. 60 kg/d
:monitor
:6.0-9.5
Mpnitoring
: continuous
**•) :3/w 24 hr comp
** \ . it "
**) . » ii
** } . " ii
:l/m grab
: continuous
.11
. H
:3/w grab
.11 n
: " 24 hr comp
: " grab
: continuous
: •
: ' - : •
: '•'.-. 	
: :
*Daily average/daily maximum.
•

**Eguivalent concentra-tions based on 1.43 mgd flow not included in permit.
***Sum of Outfalls 001 and 002.


-------
LAQ004464:  SchuylM.ll Metals Corp., of East Baton Rouge Parish, Louisiana,  operates a
secondary lead smelting facility (SIC 3341) in the Secondary Lead Subcategory of the
Nbnferrous Metals Manufacturing Category (40 CER 421, Subpart M).  A single discharge
is to Bayou Baton Rouge at Outfall 001 consisting of process and sanitary wastewaters,
noncontact cooling water, and stormwater runoff.  Flow is reported as 0.306  mgd in the
permittee's application.  Outfall 001 flows through three settling/oxidation ponds
lined with impervious clay before discharge.  Battery acid is neutralized in tanks
before entering the first of the three ponds, where,a flocculating agent is added to
increase settling.  Settled materials are removed and recycled  in a blast furnace.
Mass limits  for TSS are based on BPT (BPJ of BCT=BPT) and for antimony, arsenic, lead
and zinc  on  BAT guidelines (40  CFR 421.132  ,421.133) for battery cracking, casting
contact cooling, truck wash, employee handwash, employee respirator wash, and
laundering of uniforms processes.  The production levels used are as follows:   0.390
million Ib/d of  lead scrap, 0.554 million Ib/d of lead from smelting, 0.474  :million
Ib/d of lead cast.  Allowances are made for two contaminated waste streams not covered
by the guidelines—stormwater runoff from the process area and groundwater leachate
from slag landfills.  The additional mass loadings are based on predicted flows, and a
BPJ determination of achievable concentrations equal to those used in developing the
guidelines (final limits = guidelines calculations + additional sources limits).  The
pH limit  is  BPJ,  as are limits  for oil and grease and ammonia based on achievable
concentrations of 10 mg/1 (avg.) and 20 mg/1  (max.) and flows of 0.23 mgd and 0.01 mgd
respectively.  Bioassays are required for the determination of 80% survival of
DaEhnia sp. and Mysidopsis sp. in 100% effluent.  Tests shall use a 24-hour static
method and be conducted quarterly for a duration of two years.  If less than. 80%
survival, a replacement 48-hour median LC50 test is required on the originally
collected sample.  A BMP plan is not included in the permit.
Effective Date:
Expiration Date:
                  October 1, 1984
                  September 30, 1989
Abstract Date:
  Final Permit
April 25, 1986
                               EFFLUENT LIMITS (FINAL)

I&Q004464:  Schuylkill Metals Corp.

       Pollutants         Outfall      Avg./Max. Limits* and Units
                                                                           Monitoring

Flow
TSS
Antimony
Arsenic
Lead
Zinc
Ammonia
Oil and Grease
Biomonitorinq
TSi






: , , • •
001 : report
: 10. 3/21 kg/d
:0. 38/0. 85
:0. 25/0. 61
:0. 06/0. 12
:0. 19/0. 45
:0. 38/0. 76 "
:8. 73/13.1
: report
:7-10


(8.9/17.7 IKT/I**)
(0.33/0.73
(0.22/0.53
(0.05/0.12
(0.16/0.38
(0.33/0.65
(7.5/11.3


**)
**)
**)
**\
**)
**)


:
: ,-..-..
:
: .
:
: ' .-.'•• • •

continuous
1/w 24 hr conp
3/w , "
11 .11
M n
it it
1/w
n n
4/y
1/w grab






  *Daily average/daily maximum
 **Eguivalent/concentrations based on 0.306 mgd flow but not  included in permit.

-------
IA0004740;  The Sea Shrimp Company/  located in Patterson, Louisiana, freezes and packa
8,333 pounds of shrimp per day (SIC  2092).  The processes at the facility are covered
under the Canned and Preserved Seafood Processing Category  (40 CFR 408), and
discharges are to Bayou Teche.  Outfall 001 is compressor cooling water, and Outfall
002 is process and wash water.  Treatment is  not addressed in the permit or
fact/rationale sheets; however, the  facility may choose to discharge wastewaters to
the Patterson municipal sewage system, at which time the limits for Outfall 002 will
be deleted from the permit.   The  limitations  are based on BCT(=BPT) guidelines for
Subpart L, Southern Non-Breaded Shrimp Processing Subcategory, using the production
rate mentioned above.  The BOD-5 limit is an exception, based instead on State water
quality criteria.  The permit does not require biomonitoring or a BMP plan.       •
Effective Date:  July 22, 1985
Expiration Dates  July 21, 1990
                          Abstract Date:
                                       .Final Permit
                                   February 20^ 1986
                               EFFLUENT LIMITS (FINAL)

LAQ004740:  Sea Shrimp Company

       Pollutants         Outfall
            Avg./Max.  Limits*and Units
                                        Monitoring
Flow
001
report
1/d  estimate
Temperature
                                             1/m   grab
pH.
       6.0 - 9.0
Flow
002
report
1/d  measure
BOD 5
       6.0/12.0  Ib/d
                                      1/m 24 hr comp
TSS
       9.5/18.7
Oil and Grease
       0.30/0.60
pH_
       6.0 - 9.0
                                            grab
*Daily Average/Daily Maximum.

-------
LA0005291:  Witco Chemical Corporation,  located  in Gretna,  is  in the Soaps and.
Petergerybs, Category  (40 CFR 417).   The facility manufactures and distributes petroleum
sulfonates, petrolatums,  white mineral oils,  and refrigeration oils (SIC 2869).  Three
outfalls discharge to the Mississippi River;  Outfall 001  (1.0 mgd)  is excess
stormwater directed  to a storm sump for discharge;  and Outfalls 002 (1.9 mgdj and 003
(2.59 mgd) consist of once-through noncontact  cooling water.  All process wastewater
and surface stormwater is subjected to primary treatment (flocculation and flotation)
and placed in an underground injection well.  Effluent limitations are based on a BPJ
determination that BPT = BCT/BAT.
Effective Date:  August 6, 1988
Expiration Date:  August 5, 1993
                                 Abstract Dates
                                        Final Permit
                                        June 1, 1989
                               EFFLUENT LIMITS  (FINAL)

IA0005291:  Witco Chemical Corporation

       Pollutants         Outfall      Avg./Max.*Limits and Units
                                                 Monitoring
Flow
   001
rmonitor only
                                                                        1/d estimate
TOC
         :—735   ma/1
                                       "  24-hr coma
Oil and Grease
                                                                              arab
Pi.
         ;6.0  -  9.0
     Wet)
!002.  003; 5.0/—   ma/1
                                  :6.0 - 9.0
 *Daily average/daily maximum,

-------
IA0005479:  The Allied Chemical Corporation. Baton Rouge facility manufactures high
density; polyethylene by the Phillips Particle Form Process, the Phillips Process,  the
Phillips Solution,  and the Solvay et CIE License Process  (SIC 2821).  The plant is in
the Organic Chemicals. Plastics,  and Synthetic Fibers Category  (40 CFR 414).   There
are two outfalls  which discharge  to  the  Baton Rouge Barge Channel; 001 consists of
treated process wastewater, cooling tower blowdown, boiler blowdown, sanitary
wastewater, and stormwater runoff; and 002 consists of stormwater runoff from
nonprocess areas.  Wastewater treatment  consists of neutralization, a septic tank.
grinding, screening, aeration, settling, chlorination.  and two polishing ponds. No ,
rationale was provided for the permit limits. For  a period, of two years, the effluent
from Outfall 001  must  undergo quarterly  range-finding static acute toxicity tests.
using either .Daphnia SP, or Mvsidopsis sp. depending r>n  the salinity of the effluent.
If at any time, survival  is less  than 80%, a replacement static 48-hr median lethal
concentration test must be conducted on the original effluent.
Effective Date:  July 12, 1986
Expiration;Date:  July 11, 1991
                                Abstract Date:
                          Final Permit
                          June 2, 1989
                               EFFLUENT LIMITS (FINAL)
LA0005479:  Allied Chemical Corp.
       Pollutants
Outfall
.*Limits
Units

Flow 001 :monitor
Temperature
BODS
COD
TSS
Oil and Grease
Chromium
Zinc
PH
Flow
TOC
Oil and Grease
PH









i95/100
: 181/349
onlv f
F
Ib/d
: 786/1707 ."..'.
: 494/890
s 115/230
:1.5/2.5
:3. 5/7.0
:6.0 - 9
002 monitor
:-/35
i — /15
.-6.0 - 9


n
n
n
n
.0
only
ma/1
n
.0


:continuous

:- :l/w 24-hr comp
:3/w "
.n , n
: " arab
. " 24-hr coup
. n n
{Continuous
:l/d estimate
: " arab
.. n n
. n n
-'-.-. •
;
:








.
. ••
i, .
.


*Daily averaae/dailv maximum .


.


-------
IAD005487:  Ciba-Geiqy Corp., located in St>  Gabriel,  Louisiana, manufactures and
formulates pesticides including hydrogen cyanide (300,000 pounds per day),  cyanuric
chloride, and triagine herbicides (SIC 2879)  in the Pesticides Manufacturing Category
(90 CER 455).   Outfall 001 consists  of treated process water,  utility water,  and
essentially uncontaminated stonnwater (3.56 mgd) discharged to the Mississippi River,
and Outfall 002 consists of unregulated stormwater (intermittant) discharged; to Bayou
Braud.  The facility has four internal outfalls:  101-incinerator scrubber water,
condensate, and utility wastewater; 201-stormwater;.301-treated herbicide process
wastewater; 401-includes treated sanitary wastes, cooling tower blowdown, storm
runoff, utility and scrubber wastewaters.  Wastewaters are treated primarily by carbon
adsorption, neutralization, breakpoint chlorination, dechlorination, solids
separation, dewatering, and  equalization.  Permit limitations are based on E>PJ.  All
limitations are from the previous permit, with the exception of TSS and NH3-N limits
which are based on more recent data submitted by Ciba-Geigy.  The permit contains a
condition for pH  limits under continuous monitoring (40 CER 401.17).  Quarterly
bioassays are required for a period of two years using screening test procedures and
LC50 methodologies to determine 80% survival.  The following dilution schemes is
required:  effluent sample.- 100%,  dilution water - 0%, by volume.  If less than 80%
survival, a replacement static 48-hour LC50 test will be performed on the originally
collected sample.  A BMP plan is not required.
Effective Date:
Expiration Date:
January 3, 1985
October 15, 1989
Abstract Date:
Final Permit
 May 9, 1986
                               EFFLUENT LIMITS  (FINAL)
IA0005487:  Ciba-Geigy Corp.
Pollutants Outfall
Flew : 001
COD :
Total Organic Carbon :
Ammonia Nitrogen :
Total Residual Chlorine(l)
Total Purqeable Halocarbons(l)
Total Purqeable Aromatics
Active Pesticide
Free Cyanide
Temperature
PH
Flew
TSS
Total Orqanic Carbon
Active Pesticide
Flow
Total Organic Carbon
Oil and Grease
PH
Flow
TSS
Total Residual Chlorine
Free Cyanide
Flow
Total Orqanic Carbon
Oil and Grease
•pH




Avg./Max. Limits and Units
:report
: "
: 2480/4860 Ib/d
: 600/1200
: report
: 10/20 Ib/d
:10/20 -...-••
: 130/195
:3/4.5 " '
:— /105 F
M:mitoring
: continuous
:l/d 24 hr camp
•
:3/w
: 1/d qrab
:l/w 24 hr comp
.
:3/w "
:l/d grab
: continuous
:6. 0-9.0 ' :
101



201



301



401



:report
:30/90 Ib/d
:50/100 "
:20/30 "
:monitor only
:— /50 mcr/1
:--/!. 5 «
:6. 0-9.0
:report
: 1470/2100 Ib/d
:--/!. 0 ma/1
:report
• M ' •
:— /70 ma/1
:— /15
:6. 0-9.0
• . *'
:l/w 24 hr comp
. n H
.11 ii
::l/d** estimate
: " ** grab
. » ** "
., ii ** "
. ii ** estimate
: " qrab

:l/w "
: 1/d estimate
:,3/w 24 hr comp
s " qrab
:not specified
• %
*Daily average/daily maximum
**Hhen discharging.
(1) EPAlfethod 601, 602, 624.







-------
IA0005606:  The Ormet Corporation,  in Burnside.  is  in the Nonferrbus Metals Category
 (40 CFR 421) and operates a bauxite refinery (SIC 2819)•.'Alumina ;trihydrate is     -,
extracted from  trihydrate bauxites  using'acaustic  soda solution at elevated
temperatures.  The caustic-insoluble residue^ known  as "Red Mud" is disposed of in
surface impoundments.  Alumina trihydrate and  caustic are recovered by decomposition.
whereby the caustic, is recycled and alumina trihydrate is calcined to reduction grade
alumina.  Outfall  001  is the combined discharge ((0.994 mgd) of uncontaminated
stormwater  runoff> coal  pile runoff, noncontact once-through river cooling water, and
treated (trickling filter) sanitary sewage into the Panama Canal.  Outfall 002,
consists of river water clarifier underflow, boiler blowdown, nonchrbmate cooling
tower blowdown, and demineralizer regeneration waste blowdown discharged to the     v
Mississippi River.  Outfall 003 consists of  the discharge from the Red Mud  Impoundment
Ponds (rainwater in excess of evaporation) also to the Mississippi River.  Effluent
limitations; are based on BPJ and  the categorical effluent guidelines.  Chronic static
renewal pass/fail  toxicity tests  using Ceriodaphnia and fathead minnows are required
on Outfall 003.   These must be performed on a quarterly basis with the dilutions
equalling low-flow and half  low^-flow.   Should  no toxicity occur within the first four
quarterly samples at the half low-flow dilution, the testing requirement at this
dilution will be eliminated.  The permit  will  be reopened should the .test results
indicate actual or potential  ambient toxicity  from  the discharge^           ;
Effective Date:  July 1, 1988
Expiration Date:  June 30, 1993
Abstract Date:
Final Permit
June 5, 1989
      .  ,               :  .   •   EFFLUENT LIMITS (FINAL)

LA0005606: „, Ormet Corporation  ;	 „    :    v .  .'-,.-          "„.,'

 ;      Pollutants   -.      Outfall  ..-•'.- Ayg./Max.*Limits and Units
                Monitoring

Flow ' '''•"•'-••.-
Temperature
TSS: --..- -
pH
Flow
Clarifvina Aaerits Used
Flow. Total, Outfall
Precipitation, Net Month]
Accumulated
Flow. Net Monthly
Process Wastewater
DH .








001

•
[ - "
002
•
003
Ly. -
'


•



.i~



- ' "','•."' ''.'•! '••..•; - , J ' , - .;
monitor
onlv
: continuous ;
".'.-- '• - : ' • . • - ' " . " .,-".•
— /50
6.0 - 9
monitor
ma/1 . ••-
.0
only .
'-.'.•;• :l/w arab
•continuous
. : •-. ,;•'.• ; 1 1/w estimate
" , ••-•- . ..'- -: 1/m inventory
monitor
' n
onlv

. :continuous
: 1/m calculate
.•:...':'-; • • -••'• ' • ,' •.',-• '• ' . "
O/-- MGD
. :l/m calculate
•'•'-' • - ' • • ' • : - • • . •. - .
monitor
only.
:3/d arab
, - . . ;' - • •,-.,.' -^ ;.'•. • -i . • ' , ,'' - ." • '
-- . - . ••'-•-"-
' .' .• ' '..'•.- ,..--. ';.., ••- '.: : -
- - . • .-•'"-'-•.. . • "•-••'•:'
. - ' . - ... ' , -. - • - J -
• - ' - '
'• - ' *"..,'•.• • •
 *Dailv averaae/dailv maximum.

-------
I&0005851:  The Gulf States Utilities Company of Beaumont,  Texas, operates. the Willow
Sign Power Plant  (SIC 4911) in St.  Gabriel.  The facility is in the Steam Electric
Power Generating  Category  (40 CFR 423) and has four discharges to Bayou Paul  and  the
Mississippi River.  Outfall 001 consists of 1386 mgd of once-through  cooling  water;
002 is 3.35 mgd of stormwater runoff, floor and yard drains, boiler blowdown, and
previously monitored sanitary sewage; 02A is the monitoring point for the sewage
treatment plant effluent; and 003 is 0.8 mgd of combined chemical metal cleaning  and
low volume wastes.  Wastewater treatment consists  of sedimentation, oil/water
separation, activated sludge, neutralization,  and  chemical precipitation.  Effluent
limitations are based on effluent guidelines. State water quality standards,,  and
secondary treatment standards.  Neither Total Residual Chlorine nor Free Available
Chlorine are regulated by the permit, and it is unclear whether either is used.
Effective Date:  January 25, 1986
Expiration Date:  January 25, 1991
                                Abstract Date:
                                   Final Permit
                                   June 2,  1989
                               EFFLUENT LIMITS (FINAL)

IA0005851:  Gulf States Utilities Co. - Willow Glen
       Pollutants
Outfall
Avg./Max.*Limits and Un its
Monitoring
Flow
Temperature
Flow
TSS
Oil and Grease

Flow
BODS
TSS
Flow
TSS
Oil and Grease
Iron (Total)
Conner "
pH


: 001 : 1386/1481 MGD
i :107/110 F
: 002 : monitor only
: : 30/100 ma/1
: :15/20 •"''•.
j :6.0 - 9.0
: 02A :monitor only
s : 30/45 ma/1
: :30/45
: 003 :monitor onlv
: : 30/100 mg/1
: :15/20 "
s si. 0/1.0 " "
• sl.0/1.0 «
i :6.0 - 9.0


• :con1"inuous
1 »
s'l/d estimate
s'l/w arab
. n - . n ' '.. ' .
. n n
rl/d estimate
:"2/m arab
. n n
:l/pl ^estimate
;l/w arab
. n n
. „

. n ti







*Daily averaae/da
•
: : •


illy maxifflum, 	 	 	 '. 	 	 — ; —


a



-------
IA0041718:  LaRoche Chemicals Inc.. in Baton Rouge, is engaged in the production of
Specialty aluminas from  specialty  grade alumina ore and hydrated alumina  (SIC 2819).
The facility  is  in the Inorganic Chemicals Category (40 CFR 415)  and has eight       !
outfalls that empty into the Monte Sano Bayou (001 through 008) and  one  that empties
into the Mississippi  River  (009).  The following is a description of those outfalls:
001 consists of treated process wastewater from the Specialty Alumina Plant wastewater
neutralization system; 002,  003,  and  004 discharge  nonprocess area low contamination
potential stormwater, 005 commingles with 008 and consists of treated process
wastewater  from the calcining area wastewater neutralization system; 006 is the
effluent from four sanitary wastewater package treatment units,  once-through noncontact
cooling water, stormwater runoff, cooling tower blowdown, acidic demineralizer,  and
the mobile API separator; 007 consists  of  low contamination potential stormwater and
treated sanitary wastewater from one package treatment unit;  008  discharges low
contamination potential stormwater; and 009 consists of treated sanitary wastewater
from two package treatment plants and low contamination potential stormwater.
Effluent limitations are based on BPJ and effluent guidelines.  Quarterly  7-day    '•."
chronic toxicity tests are required at Outfall 001 (combined  with Outfall  005
sampling) using Ceriodaphnia and fathead  minnows in 100%, 30%, 10%,  3%,  1%, 0.013%
(one half of critical low flow), and 0.007% (critical  low flow) dilutions.  Should no
toxicity occur within the first year at the 0.013%  dilution, the  testing requirement
at this dilution will be eliminated.  The permit may be reopened should  test results
indicate actual or potential ambient toxicity as a result of  the  effluent.
Effective Date:  October 3, 1988
Expiration Date:  October 2, 1993

                               EFFLUENT LIMITS (FINAL)

LA0041718:  LaRoche Chemicals Inc.
"Abstract Date:
Final Permit
June 5, 1989
Pollutants
Flow
TSS
DH
Flow
Oil and Grease
DH
FlOW
TSS
DH
Flow
BCD5
Oil and Grease
DH
Flow
BOD5
Oil and Grease
DH
Flow
Oil and Grease
DH


*Daily average/daily
Outfall
•
: 001
•
•
002.003.004
•
•
: 005
.
— «
5
: 006
•
•

:007.009
a
•
	 it
a
5 008

»


maximum.
Avq./taax.*Limits and Units
.
:monitor onlv - - . - •
: 1160/2320 Ib/d
:6.0 - 9.0
:monitor onlv .
:— 715 ma/1
:6.0 - 10.0
:monitor onlv
: 600/2200 Ib/d
:6.0 - 9.0
:monitor onlv
: — /30 mq/1
:— /15
:6.0 - 9.0
:monitor only
:— /30 ma/1
:— /15
:6.0 - 10.0
:monitor only
:— /15 ma/1
:6.0 - 10.0
• " - •
• ,

Monitoring
-* i
:continuous
:3/w 24-hr comp
:continuous
:l/w estimate
: " grab
. n . n
Continuous
: 3/w 24-hr comp
:continuous
:l/w estimate
:l/q grab
:l/w
. n n
:l/w estimate
:l/q grab
:l/w
. " "
: " estimate
• " grab
. n it ' ;
•
•


-------
LAQ049492:  Louisiana Of fshore Oil Port (LOOP) Inc.  is a petroleum unloading terminal
(SIC 5171) located 18 nautical miles offshore from the Louisiana coast in Grand Isle
Block Number 59.   The facility is in the Oil and Gas Extraction Category (40 CFR 435)
Supertankers unload crude oil at the terminal which is pumped onshore to storage tanks
and/or the Clovelly salt dome in Lafourche Parish.  The facility has 11 outfalls
discharging to the Gulf of Mexico (001, 002,  004, 014,  015), Bayou Lafourche (005,
006), Breton. Canal (007, 008) and to Bayou Moreau (018).   001—pumping platform oily
water; 002—control platform sanitary wastewater; 004—brine disposal located 3 miles
offshore; 005, 006—hose testing and sanitary waters, respectively; 007, 008—sanitary
wastewaters;  012,  018~dike runoff waters; 014—vapor compressor blowdown, and 015—
noncontact cooling water.  Outfalls 003,  013  are nonexistant and Outfalls 009-011,
016, and 017 have  been discontinued as of 5/24/84.  Waste streams: that are treated
receive separation (001, 005) or aeration (002, 006-008).  The limitations eire BPJ
using the previous permit; however, pH and Outfall  001 limits are exceptions.  BPJ  is
instead used to reduce the pH monitoring  frequency, and to apply the deck drainage
limitation for no discharge of free oil  (40 CFR 435.12, Subpart A, Offshore
Subcategory) to 001.   Presently there is no discharge from 001,  but it is possible
that blowing rains may reach pump seals that leak oil.  During electric power
failures, treatment units are required to prevent the discharge of un- or poorly
treated wastewaters  at Outfalls 002,  006-008.  The following apply to Outfall 004:
Effects on the biota in the area of the brine diffuser are not allowed, and a
corrosion inhibitor may be used during periods of no discharge to  protect the brine
line from corrosion; an oxygen scavenger  may be used to prevent corrosion in the "
pipeline.  Biomonitoring is not required. The permit may be reopened after
promulgation of applicable effluent guidelines.
Effective Date:
Expiration Date:
                  May 2, 1985
                  May 1, 1990
Abstract Date:
RLnal Permit
May 30, 1986
IA0049492:  Louisiana

       Pollutants
                               EFFLUENT LIMITS  (FINAL)

                       Of f shore Oil Port  (LOOP)  Inc.  (Page 1 of 2)

                           Outfall     Avg./Max. Limits and ..Units
                Monitoring
:
Oil and Grease
Flow
BOD
TSS
Fecal Coliform
pH
Flow
Oil and Grease
Total Dissolved
Filterable Residue
Oxygen Scavenger
Corrosion Inhibitor
pH
Flow
Oil and Grease
PH
•
001
002,
006-008

006-008

004
'





005



:no discharge of free oil*
:report
: 30/45 ncr/1
: 30/45
: 200/400 per 100 ml
:6. 0-9.0
:25.2/25.2 mqd
: 10/15 mcr/1
:report
:
:<18ppm K250 3/ppm DO or <10ppm
:Not to exceed 100 mg/1
:6. 0-9.0
:report
:10/15 mg/1
:6. 0-9.0
: • •-'••
• :**
:l/w** measure
:l/m** grab
. •' ** »
j „ ** H
. .. ** "
: continuous**
:l/d** grab
:l/w** "
*
:NH4503/ppm DO .
:
: 1/w** grab
:l/d** measure
: » ** grab
. » ** ii

-------
IA0049492;  Louisiana Offshore Oil Port (LOOP) Inc. is a petroleum unloading terminal
(SIC 5171) located 18 nautical miles offshore from the Louisiana coast in Grand Isle
Block Number 59.  The facility is in the Oil and Gas Extraction Category (40 CFR 435).
Supertankers unload crude oil at the terminal which is pumped onshore to storage tanks
and/or the Clovelly salt dome in Lafourche Parish.  The-facility has 11 outfalls     ;
discharging to the Gulf of Mexico (001, 002, 004, 014, 015), Bayou Lafourche (005,
006), Breton Canal (007, 008) and to Bayou Moreau (018).  001—pumping platform oily
water; 002--control platform sanitary wastewater; 004—brine disposal located 3 miles
offshore; 005, 006—hose testing and sanitary waters, respectively; 007, 008^-sanitary
wastewaters; 012, 018~dike runoff waters; 014—vapor compressor blowdown, and 015—
noncoritact cooling water.  Outfalls 003, 013 are nonexistant and Outfalls 009-011,
016, and 017 have been discontinued as of 5/24/84.  Waste streams that are treated
receive separation (001, 005) or aeration (002, 006-008).  The limitations are BPJ
using the previous permit; however, pH arid Outfall 001 limits are exceptions.  BPJ is
instead used to reduce -the pH monitoring frequency, and to apply the deck drainage
limitation for no discharge of free oil (40 CFR 435.12, Subpart A, Offshore
Subcategory) to 001.  Presently there is no discharge from 001, but it is possible
that blowing rains may reach pump seals that leak oil.  During electric power
failures, treatment units are required to prevent the discharge of un- or poorly
treated wastewaters at Outfalls 002, 006-008.  The following apply to Outfall 004:
Effects on the biota in the area of the brine diffuser are not allowed, and a
corrosion inhibitor may be used during periods of no discharge to protect the brine
line from corrosion; an oxygen scavenger may be used to prevent corrosion in the
pipeline.  Bibmonitoring is not required.  The permit may be reopened after
promulgation of applicable effluent guidelines.       ,                   •••
Effective Date:
Expiration Dates.
May 2, 1985
May 1, 1990
Abstract Date:
Final Permit
May 30, 1986
        - _ .-                     EFFLUENT LIMITS  (FINAL)  ,
                         .          '      -     !         .-&'..-"

LA0049492:   Louisiana Offshore Oil Port (LOOP)  Inc.  (Page ,2 of  2)

        Pollutants         Outfall      Ayg. /Max. Limits* and Units
                                                         Monitoring
Flow
Copper
Chlorine
pH
Flow
Chlorine
Temperature
pri
"


-

014 : report
•i— ./l.O
i— /l.O
:6. 0-9.0
015 : 2. 16/2. 70
:0. 5/1.0
treport
:6.0-9.0
; ' t
:
;
:
*

mg/1
. " ' •', . - "• • ."- • :- "

mgd
mg/1
• • • - •.


• , •
.-. . : . . /• -.-
- --•••.-•..-
--•",' =• ' •
•
1/m estimate
" grab
11 ? ... it
1/d •"..;.
1/m estimate .
1/w ^rab
" in-situ
" grab





   *Daily average/daily maximum.
  **When discharging.          	     -.-.-......  -   •:  ; '   ;•    :    .    . •  ,
 ***A discharge will not cause a sheen,  film,  or discoloration of surface water.

-------
IA0051942:  The Hill Petroleum Company operates a refinery (SIC 2911), in Krotz
Springs, that has processes  including  a 60,000 bpsd crude unit, 20,000 bpsd vacuum
distillation unit,  and a 28,000 bpsd fluid catalytic cracking unit.  The facility is
in the Cracking Subcategory  of the Petroleum Refining Category (40 CFR 419) and has
three outfalls that discharge  to the Atchafalaya River and three outfalls that
discharge to the Bayou Courtableau.  Outfalls 002, 003,  and 005 consist of tank farm
and nonprocess area stormwater runoff, Outfall  004 consists of treated process
wastewater and process area  stormwater runoff,  and Outfalls 006 and 007 discharge
treated sanitary wastewater.  Treatment includes oil/water separation, sour water
stripping, equalization, dissolved air  flotation, cooling, activated sludge, and
clarification.  The effluent limitations are consistent with the Louisiana Watfer '
Quality Management Plan.  For a period of two years,  the effluent from Outfall 004
must undergo quarterly range-finding static acute toxicity tests, using either Daphnia
SEs. or Mysidopsis sp. depending on  the  salinity  of the effluent.   If at ^any time,
survival is less than  80%, a replacement static 48-hr median lethal concentration test
roust be conducted on the original effluent.
Effective Date:  October 22, 1987
Expiration Date:  May 23, 1991
                                Abstract Date:
                                   Final Permit
                                   June 6,  1989
                               EFFLUENT LIMITS (FINAL)
LA0051942:  Hill Petroleum Company
       Pollutants
Outfall
Ava./Max.*Limits and Units
Monitoring
Flow
Oil and Grease
TOG
PH
Flow
Oil and Grease
TOG
pH
Flow
BODS
TSS
COD
Oil and Grease
Phenolic Compounds
Ammonia
Sulfide
Total Chromium
Hexavalent Chromium
pH
Flow
Oil and Grease
TOG
DH
Flow
BODS
TSS
t>H
Flow
BCD5
TSS
pH

002 :monitor only
:— /15 ma/1
:— /35 "
:6.0 - 9.0
003 :monitor onlv
S—/15 ma/1
:~/50
:6.0 - 9.0
' 004 : monitor onlv
: 179/335 Ib/d
: 145/231
: 1215/2402 "
: 54/99 "
:1.2/2.4
: 165/362
:0. 93/2. 03 "
:2.8/4.8
.-0.19/0.42 "
:6.0 - 9.0 .
005 rmonitor only "
: — /15 ma/1
.__ /so "
:6.0 - 9.0
006 rmonitor onlv
: — /45 ma/1
. 	 745 n
:6.0 - 9.0
007 rmonitor only
r— /45 ma/1
:— /45
:6.0 - 9.0

*Daily averaae/daily maximum.
: l/w__est imate
r " arab '*
. n n
.n n
r2/w estimate
: " arab
B' I' II r -
„ n n
: continuous
• :2/w 24-hr como
.n n
. n n
•:''"' arab
' ' • : " 24-hr comp
. n n
: " arab
: " 24-hr comp
.. n n
r " arab
: " ''• estimate
r' " arab
.11 n
.n n
: l/m_ estimate
: " arab
. n n
:l/w "
" :l/m estimate
•'•"." arab
, n ii
.11 n



-------
IA0051993s  The Clark Oil - Mt. Airy Refinery, located insMt£:Airy; is in the
Petroleum Refining Category  (40 CFR 419) and has two outfalls discharging-to'the
Mississippi River  (001 and 002) and one outfall that empties into a drainage/ditch to
Lake Maurepas  (003).   Outfall 001 consists of 0.148 mgd of  treated process  wastewater
and stormwater runoff from the 10,000  bbl/d vacuum distillation 10,000 bbl/d  ,  '•
desalting, and  20;000 bbl/d visbreaking operations.   Outfall 002 discharges 0.216 mgd
of treated ballast water and butfail 003 discharges stormwater runoff from honprocess
areas.  Wastewater treatment includes sour water stripping, equalization, oil/water
separation, dissolved air flotat ion. extended aerat ion activated sludge, arid
clarification.  Effluent limitations" are based on State water quality criteria and  '
effluent guidelines.   For a period of two years>Tthe effluent from Outfall 001 must
undergo quarterly range-finding static acute toxicity tests, using either Daphnia sp.
or Mysidopsis  sp. depending on the salinity of the effluent;  ' If at any "time,  survival
is less than 80%, a replacement static  48-hr  median lethal concentration test must be
conducted on the original  effluent.                          ;•-'       ',
Effective Date:  August 14, 1984
Expiration Date:  August 13, 1989
                                                   Abstract Date:
Final Permit
June 5, 1989
                      V      • ,EFFLUENT LIMITS (FINAL)

LA0051993:  Clark Oil - Mt Airy Refinery

                          Outfall      Ayg'./frlax .*Limits and Units.
Pollutants
Monitoring
- ,
Flow
BOD5
TSS
CGD
Oil and Grease
Phenol ic Compound s
Ammonia
Sulf ide
Total Chromium
Hexavalent Chromium
pH
Flow
BCD5
TSS :
COD .
Oil and Grease
pH ' - . •
Flow
Oil and Grease
COD - .''....'.
pH . '.....-.."




•
•
001 . :monitor only •
: 33/61 . ka/d
:26/42 •*••;-."•
:222/438" "
: 9. 8/18 " .: v
s.0. 21/0. 44 "
:31/68
:0.18/0.38. " .'"••
:0. 51/0. 87 "
:0. 03/0. 07 "
:6.0 - 9.0.
002 :monitof onlv ,
: 24. 7/47. 3 ka/d
:20.1/30.6
: 235/460
:7.9/14.9
, :6.0 - 9.0
003 rmonitor onlv ,
:— /15 ma/1
:— /iOO " .
:6.0 - 9.0
* . r\ " "
* -• -
4 . « , = - . ; . . . • i . i- .
i . , ' L • . '-
'.' • - - - ."-.,'•-
• •
Continuous
:3/w 24-hr comp
. " ..."
•
:-.- :l/a "
- 3/w ava of 3 arabs
:l/d 24-hr comp
....'... :3/w
'..-. ' . '' '''.• : ." . arab .
: " 24-hr comp
. n it '
Continuous
: l/d instant. !
:l/w 24-hr cofriD
-..:.- „- .... : " "
.11 ii
. ,- ...•--_, i -• ~ m
,.''-• : " arab
.'."'. • " '"' '•
;. , v , ;. . ••;' .;l/d estimate
. . ,. /, ,, :3/w arab
' ,,, - : -.v:: ! • : •".••. , "•...• .
,:l/w
• ,"• .-• '••-' •-
' : - ' - ' .' ' • - - ' -
* ' i-
: ' '••'., .'.- • •. •'•',•' ••-. „
.;.",-.:, • • •' .'..'-I"'.- ' - - ' ••
 *Dailv averaae/dailv maximum.

-------
IAD054828:  Waste Management, Inc., Lake Charles Facility, operates a hazardous: waste
management facility near the city of Carlyss, Louisiana, and discharges to    ,
Bayou Choupiojie of the ralcasieu River Basin.  There is no effluent guidelines
category for this facility.  Outfall 001 and 002 consist of contaminated/stormwater
runoff from process  areas, and treatment is in stabilization ponds.  Flow is
intermittent from these  two outfalls, as is flow from Outfall 003, which consists of
uncontaminated stormwater runoff.   Outfalls  004A and Oti4B consist of treated sanitary
wastewater.  Since there are no national effluent guidelines for this, facility, permit
limitations are based on BPJ including BAT limitations at 001 and O02'to ensure that
stormwater from active and inactive landfill areas remain as uncaat^iitiinated as   .
possible.  A BMP  Plan is required throughout the facility to provide control of toxic'.
and ha2ardous pollutants.  To assess the adequacy of BAT limitations a biomonitoring
requirement is imposed on combined  discharge from Outfall 001 and 002 where screening
tests utilizing a static 24-hour method with Daphnia sp. or Mysjdopsis sp. once per '.> "
quarter are required, and if tests show a survival of 80% or less, a 48 hour IC50 test
on each outfall separately is required.
Effective Date:  August 22, 1984
Expiration Date:  August 21, 1989
Abstract. Dates
 F:Lnal Permit
.March 1, 1985
                               EFFLUENT LIMITS (FINAL)

IA0054828:  Waste Management, Inc.  (Page 1 of 2)          .

       Pollutants         Outfall    '•" Avg./Max. Limits and Units
                 Manitoring*

Flow
Oil and Grease
TSS
BOD-5
COD
TOG
m
Cyanide, Total
Asbestos
Antimony
Chromium, Lead
Copper, Nickel
Mercury
Zinc
Organic Priority Pollutat
(indicator compounds) (1)
Organic Priority Pollutar
(nonindicator compounds (]


001-003


-



001,002

"
1



its

its
L)
» • %
»

report**
—715 mg/1
— /60 -...-•-
— -/20
— 7100
—750 "
6.0 - 9.0
—7100 ug/1 •;•••••
—7300,000 fibers/1
—7600 ug/1 ,
—/ISO
— /500 " '
__/10 "
— /1000 " '

5 - 100

5 - 100 ".


1/d estimate
" grab
ii M
ii , ; • " n "
" >'•• .. . .'"'-:•
It V II
' II 	 .. ."• '.'• II
I/event" • " ,
2/m "
1/e^ent "
ll II
""». H ; •"..
II II ;".
n ' n ;

H it
;
l/3events "
.
   *When discharge occurs at intermittent outfalls (001, 002, 003)
 **Report within first hour of discharge at Outfall 003.	
 (1)Includes a list of 110 acid extractible organics, volatile orqanics, pesticides,
   PCB's, dioxins, or base/neutral extractable drgariics.  Limits are at 5,10, or
   100 ug/1.	" " - •:'  -'.   ''       •-." -  .••;;.•• " """" '

-------
IA0054828.'  Waste Management, Inc., Lake Charles Facility/ operates a hazardous waste
management facility near the city of Carlyss, Louisiana, and discharges to
Bayou Choupique of the Calcasieu River Basin.  There is no effluent guideliiies
category for this facility.  Outfall 001 and 002 consist of contaminated stormwater
runoff from process areas, and treatment is in stabilization ponds.  Flow is
intermittent from these two outfalls,  as is flow from Outfall 003, which consists of
tmcontaminated stormwater runoff.   Outfalls  004A and 004B consist of treated sanitary
wastewater.  Since there are no national effluent guidelines for this facility, permit
limitations are based on BPJ including BAT limitations at 001 and 002 to ensure that
stormwater from active and inactive landfill areas remain as uhcontaminated as
possible.  A BMP  Plan is required throughout the facility to provide control of toxic
and hazardous pollutants.  To assess the adequacy of • BAT limitations a biomonitorinq
requirement is imposed on combined discharge from Outfall 001 and 002 where screening
tests utilizing a static 24-hour method with Daphnia sp. or Mysidopsis sp. once per
quarter are required, and if tests show a  survival of 80% or less, a 48 hour LC50 test
on each .outfall separately is required.
Effective Date:  August 22, 1984
Expiration Date:  August 21, 1989
                                                         Abstract Date:
                                        Final Permit
                                       March 1,  1985
                               EFFLUENT LIMITS (FINAL)

LAQ054828:  Waste Management, Inc. (Page 2 of 2)
       Pollutants
                          Outfall
     Avg./Max.  Limits and Units
                                                                         Monitoring*
Total Phenols
                           001
—/500   uq/1
                                                                       ;I/event grab
Total Phenols            g  002
2,4-Dichlorophenoxy-acetic
                                    7100
  acid  (2,4-D)
                                    /500
                                                                        l/3events
2,4,5-TricM6rophenoxy-propionic
  acid (2,4,5-TPS Silvex)
                                  —/ISO
Flow
BOD-5
                         004A,B
                                  report
                                  30/45
         mg/1
                                     :l/m  estitrate
                                                                                grab
TSS
Fecal Coliform
                                  30/45
                                  200/400   per 100 ml
PJL
                                  6/0 - 9.0
^When discharge occurs at intermittent outfalls  (001, 002, 003)

-------
LA0059846:  B.F.  Goodrich Chemical Group, located in St. James Parish (near Convent),
Louisiana, is a new source in the Organic Chemicals and Plastics and Svnthe1:ic Fibers
Category  (40 CER 414).  The facility is engaged in the production of ethylene
dichloride and vinyl chloride, primarily for internal consumption, and polyvinyl
chloride  (SIC 2869).   Discharges are to the Mississippi River (Outfall 001) and
St. James Canal (Outfall 002).   The waste stream from 001 consists of process and
utility wastewaters,  and the waste stream from 002 consists of stormwater runoff.
Specific treatment of 001 is not specified in the facility's permit application or
fact sheet; following treatment, however, the outfall is combined with two discharges
from Convent Chemical Corporation located nearby before entering the river.  Process
areas at which process contamination to the ground is likely to occur are covered with
concrete pads and curbed for containment and collection of contaminated stormwater.
Therefore, stormwater from other areas  of the plant remains uncontaminated and is
discharged without treatment from 002.   As a new source, the permittee is entitled to
a ten year exemption  and is not subject to more stringent new source performance
standards  (NSPS) during the exemption period  as per 40 CFR 122.29(d)(l).   Thus,  tJie
permit limits are the same as the previous permit with the exception of the addition
of biomonitoring to 001.  Biomonitoring requirements consist of determining 80%
survival of Daphnia sp. or Mysidopsis sp. in 100% effluent, using a static method for
24 hours.  Tests shall  be quarterly for a two-year period.  If survival is less than
80%, a replacement static 48-hour median LC50 test is to be conducted on the
originally collected  sample.  The permit does not require the submittal of a BMP plan
Effective Date:
Expiration Date:
August 22, 1984
August 21, 1989
Abstract Date:
Final Permit
Jane 6, 1986
                               EFFLUEOT? LIMITS  (FINAL)

I&Q059846:  B.F. Goodrich Chemical Group

       Pollutants         Outfall     Avq./Max. Limits* and Iftiits
                                                         iMbnitoring

Flew
BOD-5
TSS
Ammonia (as N)
Total Chromium
Residual Chlorine
Temperature
Total Chlorinated Hvdrocc
Biomonitoring
PH
Flow
TOG
Oil and Grease
Residual Chlorine
Total Chlorinated Hydrocc
Biomonitoring
PH



:• ' • •• ' '" - :
001 :monitor only
: 404/646 kg/d
: 880/2010
: continuous
: 3/w 24 hr comp

:82/245 , " , '• " "
:1. 5/3.0 "
:— /O.I mg/1
:monitor
irbons : 19/37 kg/d
:report
:6. 0-9.0
002 :monitor only
:~/35 mg/1
:— /15
:— /O.I
irbons :report
• I'
:6. 0-9.0
.11 H
. n : ", ll
: continuous
:3/w 24 hr comp
: 1/q "
: continuous
:l/d** grab
. " ** »
.» ** "
.«**•"
:l/w** "
:l/cf**
:l/d**
: • " : . : .
: s
: :
*Daily average/daily maximum.
**Hhen flowing •



-------
IA0059901:  The Freeport Uranium Recovery Company.  Sunshine Bridge Plant, is located'
on the same site  as  a fertilizer complex (phosphoric acid plant) operated by Agrico
Chemical Company  in  Donaldsonville.  The permittee concentrates uranium oxide from
crude phosphoric acid produced by Agrico into a small volume of phosphoric acid,  which
is then shipped to another site for further processing.  There are no guidelines, for
this uranium recovery operation*  The facility has four outfalls and are as follows:
101 is treated sanitary sewage; 201 consists of stormwater runoff: from the area
outside the curbed or diked areas;  002 discharges stormwater runoff from the parking
lot and access roads;  and 301 consists of the stormwater runoff and  washdown from the
area inside the curbed or diked areas.   All discharges are to the Mississippi River.
Wastewater treatment consists of oil/water separation  and an aeration basin.'  Effluent
limitations are based on State water quality.standards.  The present SPCC Plan must be
updated within 180 days of the effective date of the permit.
Effective Date:  September 5, 1987
Expiration Date:  September 4, 1992
Abstract Date:
Final Permit
June 5, 1989
 ,     .:     „                   EFFLUENT LIMITS (FINAL)

LA0059901:  Freeport Uranium Recovery Company

       Pollutants         Outfall      Avg./taax.*Limits and  Units
                Monitoring
Flow
BCD5
TSS
PH '
Flow
CCD
Oil arid Grease
PH
Flow
COD
Oil and Grease
Flow
COD
Oil and Grease





101



201



002


301




•


monitor onlv
30/45 ma/1
30/45 "
6.0 - 9.0
monitor onlv
— /150 ma/1
— /15 -•• "
6.0 - 9.0
monitor onlv
— /150 ma/1
~/15 "
monitor onlv •
— /150 ma/1
— /15

• •

•

:l/m estimate
: " arab
. " ",
. n "
:l/w estimate
: " arab
. n •'..-•
. n n
:l/w estimate
: " arab
. n n
: " estimate
: " - arab „
. " " ,
•' .•.""'"
•
•
• *
, '•'--. * ' " -
 *Daily averaae/dailv maximum.

-------
MAQ000442J  Polysar, Inc. - Resins Division,  located  in Leominster,  Massachusetts,
produces crystal polystyrene resin by the continuous polymerization of styrene (SIC
2821).   The facility is in the Organic Chemicals and Plastics and Synthetics Category
(40 CFR 414) with one discharge to Wass Brook.   The majority of the  wastewater is
contact cooling water, which along with noncontact -cooling water is discharged at
Outfall 001.  A small portion of the wastewater (less than 60 gpd) is vapor condensate
and drainwater from the polymerization process which is monitored at the time of batch
discharge as Outfall 002, an internal wastestream.  The only treatment employed at the
facility is oil/water separation.  The basis for the permit limitations is as follows:
TSS - Massachusetts State certification requirements; oil and grease, temperature, pH,
etyrene, cumene, and acetone - water quality standn-nds; phenols (Outfall 001).and
ethylbenzene - proposed effluent guidelines; and phenols (Outfall 002) -      (    .
technologically achievable levels. A BMP Plan or biomonitoring is not required by the
permit.  The facility is presently under administrative order and is installing a
carbon adsorption column in order to meet permit limits.  .
Effective Date:
Expiration Date:
October 1, 1984
 October 1, 1989
Abstract Date:
    Final Permit
February 4,  1985
                               EFFLUENT LOUTS (FINAL)

MAQ000442:  Polysar, Inc. - Resins Division

       Pollutants         Outfall      Avq./Max. Limits and Units
                                                         Monitoring
Flow
TSS
Settleable Soli-ds
Oil and Grease
Temperature
Phenols
Ethvlbenzene
Acetone
Cumene
Styrene
PH

Volume
TSS
Oil and Grease
Temperature
Phenols
Ethylbenzene
Acetone
Cumene
Styrene
pH
PH

001











002*









intake

50,000/60,000 qpd
20/30 mg/1
0.1/0.3
10/15
70/83 F
—/O.I mq/1
— /0.2 "
— /4.0 " ..
— /2.0 "
— /l.O
6.5 - 8.0; not vary by more than
0.5 SU from intake
— /500 qallons
— /30 mcr/1
— /15
— /85 F
— /0.2 mcr/1
report
It
»
**
6.5 - 8.0
report

: total flow
,:2/m eomp
: " ....•"•
. n H
s ii it
:l/g qrab
.11 ii
. • • •
. ..
e
"-.•,« »
:2/m
•
, *
:** total
:** grab
:** "..-:..'
;** "
.** "
.** "
.** »
.** "
;** "
:2/m "
: " qrab
•
• ' . ., * .
  *The batch discharge shall not occur more than I/week.
 **At time of discharge

-------
MA0001414:  Raytheon. Company in Lowell/ Massachusetts, is engaged in the manufacture
of missile systems  (SIC 3761) and the facility is in the Metal Finishing Category (40
CER 433).   Seven plating lines contribute process wastewater to Outfall 001.
Rinsewater from these lines is segregated into four streams (cyanide, acid/alkali,
chrome and floor spills) and collected in sumps.   Treatment includes cyanide
destruction, alkaline' chlorination followed by neutralization.  Chromium wastes '   ; rs-
undergo reduction/ and -the stream containing precipitated metal; hydroxides is; treated
by clarification.   Sludge treatment is by vacuum  filtration.  Wastewater from
electroless nickel/ electroless copper, stripping and etching operations is removed
by waste contractors.  Noncontact, cooling water is discharged,  untreated, '* from Outfall
002.   Both outfalls discharge to the Concord River.  Effluent limitations on chromium,
cyanide, daily maximum zinc, and dally maximum nickel are taken from the previous
permit, but the previous permit regulated the discharge of soluble metals,  so
allowance of 1 mg/1 was added by BPJ to account for particulate metal.  BAT effluent
guidelines are basis for limitations on cadmium, lead, silver,  TTO,  monthly average
zinc, and monthly average nickel,  and pH (6.0 - 9,0).   All other  limits are based  on
water quality standards.  Limitations at Outfall 001 were derived on a concentration
basis; mass limitations are based on these concentration limits and an average flow of
0.086 mgd and 0.13 mgd maximum.   Biological toxicity testing (biomonitoring),  and
chemical analysis for cadmium, chromium silver and ammonia is required every six   *
months and monitoring requirements for these parameters may be revised based on the
results of the tests.  No BMP Plan is included in the permit.            >
Effective Date:  March 25, 1985
Expiration Date:  March 25, 1990
                                                          Abstract Date:
                                   Final Permit
                                   May 25, 1985
                               EFFLUENT LIMITS (FINAL)

MA0001414:  Raytheon Company

      : Pollutants         Outfall
Avg./Max. Limits and Units
                                                                         Monitoring

Flow
TSS
Cadmium, Total
Chromium, '
Cyanide, '
Copper, '
Aluminum, '
Zinc, '
Lead,
Tin, '
Silver, '
Nickel, '
Fluoride
TTO
Ammonia
PH
Flow
Temperature
PH

'-- . : ' -.'-.•
001 :0. 086/0.13 mqd
:22. 23/65. 05 Ib/d
:0. 19/0. 75
: 1.08/2. 17
:0. 36/1. 08
:1. 08/2. 16 " '..
:1. 08/2. 17 "
:1. 06/2. 17
:0. 31/0. 75
:1. 43/3.25
:0. 17/0. 47
:1. 71/3. 25
: 12. 91/39. 03
• :' . ,
:report
:6.0 - 9.0
002 :— /0.036 mqd
:— /83 F
:6.5 - 8.0
'•.-:•• -

,
20/30 mg/1
0.26/0.69
1.5/2.0 '
0.5/1.0
1.5/2.0 '
1.5/2.0 '
1/48/2.0
0.43/0.69
2.0/3.0
0.24/0.43 "
2.38/3.0
18/36
	 /2 .13 "


t? .


• '. ' - i

continuous
2/m comp
M n
-ii n
" grab
" , comp
it ii , , .
n ii
» "
ii , n
M n
n n . ,
n n
1/g grab
2/m comp
continuous
1/q estimate
" grab*
n n *

*Report range of four grab samples.

-------
MAQ001554:  F. B. Rogers Silver Co., Inc.  of ^paunton, Massachusetts,  is a
manufacturer of plated and non-plated holloware  (SIC 3914) in the Metal Finishing
Category (40 CFR 433).   Die facility has two outfalls which discharge to the
Taunton River.  Outfall 002 is cleaning and electroplating wastewater which flows at
an average rate of 0.05 mgd.   This process wastewater is treated by chemical
oxidation, coagulation,  ion exchange, neutralization and filtration.  Sludge from
this outfall is treated by gravity thickening and taken off site.  Outfall 003
consists of untreated noncontact cooling water which flows  at a rate of 0.07 mgd.
Limitations on zinc, lead  and TIO are based on Bar effluent guidelines. ;The remaining
limits for TSS, total  cyanide, copper, nickel, and silver are set from the
previous permit limits, which are more stringent than effluent guideline limitations
according to antibacksliding provisions.  Water quality standards are the basis for
the limits on pH range.  A BMP Plan and biomonitoring requirements are not included in
the permit.
Effective Date:
Expiration Date:
March 22, 1984
 March 22, 1989
Abstract Date:
    Final permit
February 7, 1985
                               EFFLUENT LIMITS  (FINKL)

MM001554:  F.B. Rogers Silver Co., Inc.

       Pollutants         Outfall      Avg./Max. Limits and Ifriits
                                                         Mcaiitoring
Flew
TSS
Cyanide, Total
Copper
Nickel
Silver
Zinc
Lead
TTO
Cyanide, Jfcnenable
pH
Flow
Temperature
PH





•


002 :•— /0.095
: 20/30
:0. 25/0. 65
:1. 5/3.0
:1.8/3.6
:0.15/0.3
:1. 48/2. 61
:0. 43/0. 69
:— /2.13
:0.1/0.2
:6.5 - 9.0
003 :— /0.07
:~-/28.9 i
:6.5 - 9.0
;
:
:
;
:
:
:
:
mgd s
mcj/1
n
ii
n
u
n
n
u
ti

mqd
2
k


.

.
•

-
oontJ
2/m





l/m
1/q
2/m
conto
1/q










JIUOUS
tXlll J
grab
comp


" v

grab

LJ1UOUS

grab
grab








 *pH of effluent may be 0.5 S.U.  more or less than that of  influent.
  this waiver, include pH measurements of influent.
                                                    When exerting

-------
MA0001571:  Columbia Manufacturing Co. of Westfield, Massachusetts, produces bicycles
and bicycle parts  (SIC  3798), mopeds (SIC 3751), classroom furniture (SIC 2531),  and
lawnmowers (SIC 3524).  Plant activities include the plating of parts with chromium,
nickel and zinc.  'The'facility  is in the Metal Finishing Category (40 CFR 433V.   A
single discharge of process wastewater and cooling water receives pH adjustment before
entering Little River, a tributary to ,Westfield River, at Outfall 001.   The permit
includes both mass and concentration limits.  Flow limits are average and maximum flow
values as  reported in the  facility's 1982/1983 DMR's.   Limits on total  chromium,
hexavalent chromium, cyanide (amenable to chlorination),  iron,  TSS, maximum zinc, and
maximum nickel are taken from the previous permit which  are more stringent than
applicable guidelines.  The previous permit, however,) regulated the discharge of
dissolved  metals; therefore an  allowance of  1.0 mg/1 was added as per BPJ to account
for suspended metals.  Average nickel, average zijic,  and  maximum ITO limits are based
on effluent guidelines.   The limits on maximum copper  and total cyanide are state
certification requirements and  the limits on pH and oil and grease are water quality
standards. A monthly statement certifying compliance with a solvent management plan
may be submitted in lieu of analyzing for TOO  in accordance with  40 CFR 433.12.   The
permit does not require biomonitoring.
Effective Date:
Expiration Date:
June 29, 1984
June 29, 1989
               Final Permit
Abstract Date:  May 9, 1986
                               EFFLUENT LIMITS (FINAL)

MAQ001571:  Columbia ManufacturingCo.

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                       Monitoring
.
Flow
TSS
Chromium, Total
Hex. Chromium,
CopDer,
Nickel,
Zinc,
Cyanide,
Cyanide (Amsnable to C12
Total Iron
TTO*
Oil and Grease
PH











001


•



,












-

-

0.42/0.45 mgd
— /51.2 kq/d
2.38/3/41 "
0.08/0.17 "
— /0.29
3.78/5.11
2.38/3.41 "
0.57/0.78 "
0.08/0.17 "
3.18/5.11 "
— /3.63
— /25.6 "
6.0-9.0
.

•
.

•
.
•
•
.
-
"

20/30 mcr/1
1.50/2.00 "
0.05/0.10 "
— /0.17 »
2.38/3.00 "
1.50/2.00 "
0.36/0.46
0.05/0.10 "
2.00/3.00 "
— /2.13
— /15.0
. " • '







• - . • • •.-•" :
. . • :
/ '. :

continuous
1/w comp
11 ,11
grab
" ccttp '
" » .-.'.',
it •"•.-.,-
" grab
n ii
1/q comp
1/w grab
ii n
continuous


.

.

- r



*In lieu of analvzinq f or TTO the permittee may submit a monthly statement
 certifying compliance with a solvent management plan as per 40 GFR 433.12.

-------
MAQ002151:  Worcester Tool and Stamping
                                                 Inc. of Rochdale, Massachusetts,
                                                                   The primary
manufactures a line of hardware for tool boxes, cases and luggage.
process employed is nickel plating and the facility is in the Metal Finishing Category
(40 CER 433).   Process wastewater is treated by chemical oxidation/ neutralization,
and sedimentation.  The company uses the lancy closed loop method for treatment of  ,
               Monitoring of the effluent takes place before discharge to the first of
                                                                      Total discharge
                                                                         EAT effluent
heavy metals.
three lagoons which are not part of the company's treatment facility.
is to the French River at an average rate of 0.035 mgd from Outfall 001.
guidelines are the basis for limits on TTO and monthly average nickel and sine.
limitations  on TSS, maximum daily nickel and zinc, and total cyanide are based on
antibacksliding from the previous permit limits which are more stringent than effluent
guideline limits.  Limits on amenable cyanide and oil and grease are based en State
certification reguirements and copper limits are based on water guality startdards.
fhere are no requirements for bioraonitoring or a BMP Plan included in the permit.
Effective Date:  March 30, 1984
Expiration Date:  March 30, 1989
                                                        Abstract Date:
                                  Final Permit
                                April 25, 1985
                               EFFLUENT LIMITS (FINKL)

MR0002151:  Worcester Tool and Stamping Company, Inc.
       Pollutants
                          Outfall
Avg./Max. Limits and Units
Monitoring

Flow
TSS
Oil and Grease
Cyanide, Total
Cyanide, Amenable
Nickel, Total
Zinc, Total
Copper, Total
TIO
. .
001








Copper, Active :
Instream hardness (as CaCO3)
PH :

•
s
j
^
•
i
:
:
-
— /0.048 mgd
20/30 mg/1
. — /15 "
0.5/1.0 '".
0.1/0.2 •"•..-•.
2.38/3.0 "
1.48/2.0 "
— -/0.3
— /2.13 "
report
" *
6.0 - 9.0

•
...
.
.


.

! . .
*Monitoring is required July through October at the following locations

continuous
2/m comp
" grab

M M
" comp
- H-. • •. M • : . ,

1/g grab
2/m contp
" grab
continuous


• . •






, effluent,
 upstream, and downstream.  After evaluation, reguirements may be modified .

-------
MA0003077:   Nye's JapEnameLac, Inc. is located in Chelmsford, Massachusetts and is in
the Metal Finishing Category (40 CFR 433).  The facility is engaged in the metal     -
coating or  finishing of iron and aluminum components (SIC 3479).  There is a single
discharge (Outfall  001)  of  0.003 mgd that is a combination of treated process
wastewater and noncontact cooling water which flows to Hale's Brook to River Meadow.
Treatment of the wastewater includes neutralization, hexavalent chromium reduction,
precipitation,  and  pH  adjustment.  . Limitations for TSS, pH, copper, and oil and grease
are based on Massachusetts  State certification requirements needed to meet water
quality standa-rds.  Aluminum, hexavalent chromium and average total chromium are
limited by previous permit limits which are more istringent than effluent guidelines.
Limits on maximum total chromium are based on Bar effluent guidelines. ••'• TTO is limited
to  control  any organic degreasing, cleaning or usage at the facility by BPJ.  A BMP
Plan and  biomonitoring requirements  are not included in the permit.
Effective Date:  September 27, 1984
Expiration Date:  September 27, 1989
                                                      Abstract Date:
                                       Final Permit
                                   February 8, 1985
                               EFFLUENT LIMITS (FINMJ)

MA0003077:  l^e's JapEnan^Lac, Inc.
       Pollutants
                          Outfall
    Avg./Max. Limits and Units
                                                                          Monitoring
Flow	
Aluminum, Total
                           001
.003/.005 mqd
                                                                       :continuous
                                  1.5/2.0   mg/1
                                     !l/m   comp1*
Chromium; Total
                                  1.5/2.7
                                                                                M  *
Chromium, Hexavalent
                                  0.10/0.25
                                                                              gzab
TSS
                                  20/30
                                                                              carp*
Oil and Grease
                                    /15
                                                                              grab
Copper, Total
TTO
                                  0.5/0.8
                                                                              comp*
                                  — /0.5
                                                                       :l/q   grab
pH
                                  6.0-9.0
                                                                       rcontinuous
*Eight grab composite collected over work day (1 work shift,  2 shifts or 3 shifts)

-------
MAQ003361:  American Optical Corporation is engaged in the manufacture of eyewear
products such as glass and plastic lenses and metal eyewear frames at its facility in
Southbridge, Massachusetts  (SIC 3851).  Industrial personal safety products and fiber
optics are also manufactured.  Electroplating operations place the facility in the
Metal Finishing Category (40 CER 433).  Nine discharges are described as follows:
Outfalls 004, 005, 006,  009, Oil, 013,, and 014 are a combination of untreated
stormwater and noncontact cooling water; Outfall 001, is composed of treated wastewater
from lens grinding and polishing operations, and noncontact cooling water (0.625 mgd)
with treatment consisting of equalization, flocculation, and settling; and Outfall
012 is electroplating wastewater with integrated waste treatment consisting of
flocculation, neutralization, and gravity thickening  (0.15 mgd).   All discharges are
to the Qolnebaug River or tributary brooks.  BAT/BCT effluent guidelines, wesre used to
set limits on total  chromium nickel,  pH,  and TTO.  Limitations for TSS, cyanide, and
iron (Outfall 012) and BOD, TSS, total settleable solids, turbidity,  temperature, and
oil and grease (Outfall  001) are equivalent to the previous permit limits acxxirding to
anti-backsliding provisions.  Daily maximum cadmium and zinc (Outfall  001), and zinc
and copper (Outfall  012) are based on water quality.  The remaining conditions are
Massachusetts State  Certification requirements.  Biomonitoring and a BMP Plan are not
required in this permit.
Effective Date:  June  29,  1984
Expiration Date:  June 29,  1989
Abstract Date:
     Final Permit
February 19, 1985
                               EFFLUENT LIMITS  (FINAL)

MAQ003361:  American Optical Corporation   (Page 1 of 2)

       Pollutants         Outfall     Avg./Max. Limits and Units
                     Mcanitoring

Flow
TSS
Cyanide, Total
Chromium, Total
Copper
Iron
Nickel
Zinc
Tin
TTO
EH
Flow
Temperature
PH
Flow
BOD
TSS
Total Settleable Solids
TurbiH-f.ty
Oil and Grease
Temperature
Zinc
Cadmium *
TTO
EH
:
012A : — /0.05 mgd
: 8. 34/12. 51
:0. 21/0. 42
:0. 71/1. 16
S--/0.48
:0. 83/1.25-
:0. 99/1. 25
: 0.43/0. 76
:0. 83/1. 25
:— /0.89
:6.0 - 9.0
012B :— /0.15 mgd
:— /90 F
:6.0 - 9.0
001 :— /2.10 mgd
: 525. 4/875. 7
: 350. 3/525. 4
•
•
•
•
:— /262.7
•
:18.2/31.9
:— /0.88
:— /37.3
:6.0 - 9.0


Ib/d




II
11







Ib/d
ii


Ib/d

Ib/d

II



20/30 mg/1
0.5/1.0
1.71/2.77
—/1. 14
2.0/3.0
2.38/3.0
1.04/1.82
2.0/3.0
— /2.13


.
.
•
.
-
30/50 mg/1
20/30
0.1/0.3 ml/1
25/~ JTU
— /15 mg/1
— /80 F
1.04/1.82 mg/1
— /0.05
— /2.13 "

•• • • • ,
continuous
2/m comp
it it
" " ..4

> »
i M
1 ; ' II
1 M
1/q grab
1/m
" report
" 4 grabs
" grab
continuous
1/m comp
H ii
" 4 grabs



2/m comp

1/g grab
1/m 4 grabs

-------
MAQ003361:  American Optical Corporation is engaged in the manufacture of eyeuear
products such as glass and plastic lenses and metal eyewear frames at its facility in
Southbridge, Massachusetts (SIC 3851).  Industrial personal safety products and fiber
optics are also manufactured.  Electroplating operations place the facility in the
Metal Finishing Category  (40 CFR 433).  Nine discharges are described as follows:
Outfalls 004, 005, 006, 009, Oil, 013, and 014 are a combination of untreated
stormwater and noncontact cooling water; Outfall 001 is composed of treated wastewater
from lens grinding and polishing operations, and noncontact cooling water (Q.625 mgd)
with treatment consisting of equalization, flocculation, and settling; and Outfall
012 is electroplating wastewater with integrated waste treatment consisting of
flocculation, neutralization, and gravity thickening (0.15 mgd).  All discharges .are
to the Quinebaug River or tributary brooks.  BftT/BCT effluent guideline, were used to
set limits on total chromium nickel,  pH, and TTO.  Limitations for TSS, cyanide, and
iron (Outfall 012) and BOD, TSS, total settleable solids, turbidity, temperature, and
oil and grease (Outfall 001) are equivalent to the previous permit limits according to
anti-^backsliding provisions.  Daily maximum cadmium and zinc (Outfall 001), and zinc
and copper (Outfall 012)  are based on water quality.  The remaining conditions are
Massachusetts State Certification requirements.  Bicmonitoring and a BMP Plan are not
required in this permit.
Effective Dates  June 29, 1984
Expiration Date:  June 29, 1989
Abstract Date:
     Final Permit
February 19, 1985
                               EFFLUEOT LIMITS (FINRL)

MA0003361:  American Optical Corporation (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                     Monitoring

Flow
Flow
Flow
Flow
Flow
Flow
Flow
Temperature
Temperature
Temperature
pH













,
: 004
: 005
: 006
: 009
: Oil
: 013
: 014
004-006, 013-014
: 009
: Oil
004-006, 009, Oil
: 013-014
•
•
!'
•
•
•
•
•
:
•
: '• '
i
•
.
•
•

0.47— mgd
8.07—
16.07— "
24.07—
75,0007— qpd
45,0007— "
350,0007— "
-790 F
—7100 F
—787 F
6.0 - 8.5












t :
•
1/m total

• ;- -••.-'. ,. -
•
; ' •'• ,'
. - -
•
4 grabs
• :
H •••:«•
it 11
-
-
-
.

,

"
.

•
'

'


-------
MAQ004600:  Reliable Electroplating, Incorporated in Oiartley, Massachusetts,  is a job
shop electroplating company serving local manufacturers of jewelry, electroiiic
components and other miscellaneous industrial pieces  (SIC 3471).   The facility is in
the Metal Finishing Category  (40 CFR 433).  There is a single discharge of
electroplating wastewater which is treated in a mixing tank, and by chemical
precipitation in a two stage  lagoon system and ty chlorine  treatment for sludge.
Discharge of this wastewater  is from Outfall 001 at a rate  of 0.017 mgd to ([hartley
Brook.  Effluent limits on TTO  are based on BAT effluent guidelines.  Limitis ori TSS,
total cyanide, nickel/and silver are previous permit limits which are more istringent
than BMF guidelines following antibacksliding provisions. Limits on tin are also
previous permit limits.  Amenable  cyanide and lead are limited according to State
certification requirements  and  the 1.5 mg/1 maximum limit for copper is based on
instream water quality criteria.   A BMP Plan and biomonitoring requirements are not
included in the permit.                                 -
Effective Date:
Expiration Date:
March 30, 1984
 March  30,1989
                      Abstract Date;
  Final Permit
April 25, 1985
                               EFFLUENT LIMITS (FINAL)

MA0004600:  Reliable Electroplating, Incorporated

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                         Monitoring
Flow
          001
0.009/0.012  mgd
continuous
TSS
                 20/30
          mg/1
2/m   comp
Cyanide, Total
                 0.25/0.65
                                           grab
Copper
                                                             copip
Nickel,
                 1.8/3.6
Silver,
                 0.15/0.3
Tin,
                 2.0/4.0
TTO
                   •/2.13
                                      1/g   grab
Lead
                 0.43/0.69
                                      2/m   comp
Cyanide, Amenable
                 0.1/0.2
                                            grab
                                   6.0  -  9.0

-------
MA0022225:  Exxon Company. USA operates a  facility  in Dracut  that  receives, stores,
and distributes petroleum products  (SIC 5171).  This facility is in the Petroleum
Refining Category (40 CFR 419)  and intermittently discharges into a wetlands area
adjacent to an unnamed intermittent stream and Trout Brook-.  Effluent from Outfall 001
consists of stormwater  runoff collected from perimeter  strips at the truck loading  v
rack and miscellaneous product spills and  washwater. .This wastewater is treated by an
oil/water separator prior to discharge.  Outfall 002 discharges untreated stormwater
accumulations contained within three diked storage areas.  Effluent limitations are
based on BPJ and effluent guidelines.  A BMP Plan is to be developed within 90 days
and implemented no later than one year after permit issuance.      -         ,

Effective Date:  July 13, 1988                     ;           .            Final Permit
Expiration Date:  July  13, 1993                          Abstract Date:  April 6, 1989
                               EFFLUENT LIMITS (FINAL)      ,

MA0022225:  Exxon Company, USA                              ,

       Pollutants         Outfall      Avg./taax. Limits and Units         Monitoring

Flow                    ;OQlV002 :monitor only   	               ;l/m estimate!
               :    .     ;        :           '•'• :             '           :: total daily
TSS                     g'' . '-,    i21/33  "ma/1.'	:	 ;l/m ** grgb -
Oil and Grease	  !        :~-715    "                           t "  **
Polynuclear Aromatic Hydrocarbons;              :    	.••-'.••   . •  ' • ;.•'••  • -	_^
   Single Chemical      ;        ;--/10   ug/1                         ; "  **   "
   Sum of all 16" PAHs'  t        ;—750    *                           ; "  **   "
Benzene                 ;        ;—/5     "                           .»«**"
Toluene                 ;        ;monitor only	.      ;•--  -    •'   '    * "  **   "
Ethylbenzene            :        ;     "           • 	;	r_	.	
                                                                            **
Total Xylenes            ;         ;     "                   .          .-."•*-*
Lead  (Total)	_i	;     "                                ; "  **
pH      '   	        ;         :6.5 - 8.0                             ; "  **
 **0ne  significant storm event shall be sampled each month.  Two samples will be taken
  during  the  storm event from each separate discharge. 001 and 002.

-------
MA0026646:  Princess House of North Dighton, Massachusetts,  is in the Metal Finishing
Category (40 CFR 433).  The facility is engaged in electroplating and manufactures
trays, serving dishes/ and glassware for household use and discharges to Three Mile
River through a single outfall.  Discharge at Outfall 001 consists of 0.03  mgd process
wastewater which is treated by chemcial oxidation, neutralization,  precipitation, and
flocculation.  Sludge is disposed of in a landfill.  Concentration  limits for TSS,
total cyanide, cyanide amenable to chlorination, iron, tin,  daily maximum nickel, and
daily maximum zinc are based on previous permit limits which are more stringent than
effluent guidelines for these parameters.  Although the previous permit limited
dissolved metals, this permit allows for total metal by adding 1 mg/1 to account for
the suspended fraction.  BftT effluent guidelines have been used in  setting  monthly
average concentration limits for nickel and zinc, and the maximum limits for.TOO.
Limits set on silver and copper are in accordance with water quality standards.
Equivalent mass limits in the permit are based on an average flow of 0.08 mgd and
maximum flow of 0.1 mgd.  A BMP Plan is not required and  no  biomonitoring r«2guirements
are included in the permit.
Effective Date:  June 29, 1984
Expiration Date:  June 29, 1989
                            Abstract Date:
                                   Final Permit
                               February 7,  1985
                               EFFLUENT LIMITS (FINAL)
M&0026646:  Princess House
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
TSS
Cyanide, Total
Copper, "
Iron,
Nickel,
Zinc,
Tin,
Silver,
Cyanide, Amenable
TTO
PH












001












.










0.08/0.10 mgd
13.3/25.0 Ib/d
0.33/0.83
— /0.44
1.33/2.50
1.60/2.50
1.0/1.66
1.33/2.50
— /0.07
0.03/0.08
—/1. 77
20/30 mg/1
0.5/1.0
— /0.53
2.0/3.0
2.4/3.0
1.5/2.0
2.0/3.0
— /0.08
0.05/0.1
— /2.13
6.0 - 9.0



*








*report range of four grab samples . , ,
continuous
2/m
II
II
II
corop
grab
comp
it
II HI
II . II
II H ;
II
II
11
grab
1/q " '
1/d.
«*











: -. >


-------
MA0026735:  C. G.  Manufacturing Company, Inc.  of Taunton,  Massachusetts, is in the
Metal Finishing Category (40 CFR 433) and ihas 'three discharges  to the Taunton River.
The facility is engaged in the manufacture of plated and non-plated holloware (SIC
3479).   During 1984, a merger of .the company  with F.B. Rogers Silver Company :is to
take place.  This merger will change limits on flow rates at Outfalls 001 and 003,
will have no effect on limits at Outfall 002.  Untreated noncontact cooling water is
discharged from Outfall  001 at a rate of 0.075 mgd.  Outfall 002 consists of metal
finishing wastewater  treated by chemical oxidation (chlorination), coagulation/.
precipitation, and  filtration and is discharged at an average rate of 0.06 mgd.   Sludg
is treated by gravity thickening and filtration.  At Outfall  003, '0.075 mgd noncontact
cooling water is  discharged without treatment.  BAT effluent  guidelines limit lead,
average monthly zinc, pH (range: 6:0 -  9.0), and TTO.  Maximum  zinc,  TSS, iron,
aluminum,  total cyanide, and copper are limited by previous permit limits, which are
more stringent than effluent guidelines, according to antibacksliding provisions.
Nickel, cyanide amenable to chlorination,  silver, oil and grease, and pH (range:  6.5 -
8.5), are/included in  Massachusetts State certification  requirements needed to meet
water quality standards.  A BMP  Plan and biomonitoring requirements are not included
in the permit.
Effective Date:  September 20, 1984
Expiration Date:  September 20, 1989
Abstract Date:
    Final Permit
February 8, 1985
                               EFFLUENT LIMITS (FINAL)       . v

MA0026735:  C. G. Manufacturing Company, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                    Monitoring

Flow
Temperature
pH
Flow
Aluminum
Cyanide, Total
Cyanide, Amenable
Copper
Iron
Lead „ 	 .
Nickel .
Silver
Zinc
TSS :
TTO ,
Oil and Grease .
Chlorine Residual
pH
Flow
Temperature
pH ,

•
001* :0.151/—
:— 728.3
:6.5 - 8.
002 : 0.063/0.
: 1.5/2.0
:0. 5/1.0
:0. 05/0.1
:1. 5/2.0
:2. 0/3.0
:0.43/0.6
:1. 8/3.6'
:0. 15/0.3
: 1.48/2.0
:20/30
:— /2.13
:— /15
:report
:6.0 - 9.
003* :0.12/—
i— /28.3
:6.5 - 8.
•
•

mgd
c** .........
5 .,.;-.:.':
065 mgd: , . , . . .
rog/1 , - ...
- - it
• . -• M ' •.
ii
V? ' -
9 " . 	 '
H
11 " " •• "'.
"
ll
, "
II .
• - - .••..,-..-
' -f- ' * . • . ' . .,
0
mgd
C**
5


continuous
1/m grab
II M •
continuous
2/m comp
" , grab
u ii
". .. carp
u u
u u
u n
.11 ' M
U II
II It
1/q grab
2/m "
u u
continuous
continuous
1/m grab
M II

  *Reflects limitations after merger date.
 **Temp not to exceed  28.3 C in warm water fisheries, 20 C in cold water fisheries,
  nor rise more than  2.2 C,              »  '

-------
MA0103128:  The Massachusetts Water Resources Authority plans to demolish several ;
buildings at the former Revere Sugar Complex in Charlestown . (SIC 1795).  .One. of the
buildings has a flooded basement due to groundwater infiltration and  the MWRA proposes
to dewater the basement and discharge the 400,000 gallons of water  into the Mystic    ,
Biyjj£«  The basement water is a mixture  of fresh and saline which contains asbestos -<
fibers with low concentrations of metals and oil/grease.  The  scum  on top  of  the  water
layer contains the heavy metals, oil and grease, and asbestos fibers. Prior  to
pumping, the scum layer will be removed.  The initial pumpout is designated Outfall
001 and the subsequent pumpouts required to keep the basement dry ..are designated
Outfall 002.  The effluent limitations are based on BPJ.
Effective Date:  December 29, 1988
Expiration Date:  December  29, 1993
Abstract Dates
 Final Permit
April 4, 1989
                               EFFLUENT LIMITS (FINAL)

MA0103128:  Massachusetts Water Resources Authority

       Pollutants         Outfall      Avg.Alax.  Limits and Units
                 Monitoring
* * ' = ' ' ' • • •
APPLICABLE FOR THE FIRST 30 DAYS AFTER EFFECTIVE DATE
Flow
TSS
Oil and Grease
Asbestos
Copper (Total)
Zinc "
Lead "
pH
APPLICABLE BEGINNING 31
Flow
TSS
Oil and Grease
Asbestos
Copper (Total)
Zinc
Lead "
pH



__; 001 rmonitor onlv
r : — /100 ma/1
: :— /10 «
r r 300, 000 fibers/liter
r :monitor only :

• • " .'"--•
r r6.5 - 8.5
DAYS AFTER THE EFFECTIVE DATE
: 002 rmonitor only
: :— /100 ma/1
. .__/10
r r 300. 000 fibers/liter
r rmonitor only
. n
" ' . .•
r r6.5 - 8.5
.

» • - , L • . - • -
r r '• -: ' •
r r • * -•-'••-.-

1/d estimate -
1/w arab. , ;-
' n it
" '«,....:
n it
n n
n n
it ri

ti/d estimate
.1/m grab '
n n
It :ll
' It ... "II '., •".:••"
n .„..-..
" n •" • it -..• • ,
	 : 	 ' ' '•
It , It






-------
MD0000094:  The Delmarva Power & Light Company operates a steam electric power
generating facility (SIC 4911) in Vienna, and is in the Steam. El©St£i£ ESKej;
Generating Category (40 CFR 423).  Low volume wastes, metal cleaning wastes, emergency
cooling water, cooling water for air compressors/conditioners and stormwater runoff
are collected in a waste disposal pit that has weirs and absorbent booms for oil   .
removal. Water is pumped from this pit to a sedimentation pit with aerators.  The
discharge from this pit is designated Outfall 003.  Cooling water from the cooling
tower system is discharged via Outfall 004.  Drainage from diked areas surrounding oil
storage tanks is discharged from Outfalls 005, 006,  and 007.  Oil trucks are unloaded
in an-area' containing drains leading to an pil separator that has a valve which
discharges accumulated stormwater through Outfall 008.  Occasionally, water is
discharged from the fish tanks  (009)  and fish pond (010) located on  the property.
Uncontaminated stormwater is discharged from Outfalls 001, and Oil through 015.
Outfalls 001, 002, 004, 005,  006,  007, 008,  009,  Oil, 012,  and 013  empty into the
Nanticoke River.  Outfalls 003, 010, 014, and 015 empty into Webster Creek.  Effluent
limitations  for 003 are based on BPT effluent guidelines, and limitations  for 005,
006, 007, and 008 are a BBI determination considered to be equivalent to BPT.
Quarterly acjote static renewal toxicitv tests, for a period of one year, are required
at Outfall 004, using Daphnia macma (96-hr) and  fathead minnows  (48-hr) or sheepshead
minnows and  mysid shrimp, depending  whether the  receiving stream is  freshwater or
estuarine.  For at least one time, a chronic toxicity test, using Ceriodaphnia and
fathead minnow larvae, must be performed concurrently with the acute test.   Should
the test results indicate toxicity,  additional biomonitoring and/of  a Toxicity
Reduction Evaluation  may be  required.  The permit contains a reoperier clause
addressing toxic  pollutants.

Effective Date:  September 25, 1987                                       Final Permit
Expiration Date:  September 25, 1992                 Abstract Date:  February 6, 1989

                             '  EFFLUENT LIMITS;(FINAL)                     :           :

MD0000094;   Delmarva  Power &  Light Company

       Pollutants   '.      Outfall       Avg./Max. Limits and Units         Monitoring
 , ,   '.      ':'.•.•.'   '  .    ' .  -'    ':' '  .. 	       '-...•':'..   ;''.''-"    ' ;  t        '   - • --
Flow                     ;  003   'imonitor only          Ml             -rl/w estimate
TSS                      :         ;30/100  ma/1       (1 & 2)       	  ;l/w   grab	^
Oil and Grease           ;  	; 15/20
pH                      V         :6.0 - 9.0
                                                                       . n
Flow                    ;  004   zmonitor only                         :2/m estimate
Temperature             :        ;     "                           '   :continuous—_
Antimony  (Total)        ;        ;     "                     	    '••	;2/m	grab (3)
Copper      "           :        ;     "                               = "      "  <3)
Lead        "           :        ;     "                               t "      "  (3)
Zinc        "           =       :*".    "                               :"      ""(3-)
Total Residual Chlorine ;        :     "                        	.-.;-"-•.    "—(3J.
pH             	  ;        ;6.0 - 9.0                            il/m   grab	.
Flow                 005,006.007,008   monitor only                    ; "  estimate—
Oil and Grease          ;        ;—720   ma/1                     	; "    grab (4)
 (1) Monitoring frequency increased to 1/dav when metal cleaning wastes are present and
    when the vacuum system is used in excess of 12 hours in a 24-hour period.—_	;—
 (2) Reported values to be determined by multiplying the intake concentration bv 0,85
    and subtract this from the actual effluent concentration.        —;	.  ..;
 (3) Monitoring required for one year beginning on effective date.    —;—•_—_	_—
 (4) After 12 months of sampling, the monitoring frequency may be reduced to quarterly .
    if the limitation has been met for each reporting period.  Should the limitation  ,
    be exceeded, the more frequent monitoring schedule must be resumed.	;	_—_____

-------
MD0000311:  W>R. Grace & Co., Davison Chemical Division,  in Baltimore,  is a multi-
product inorganic chemical plant engaged in the production of silica gel,  molecular
sieves, alumina, and auto  exhaust catalyst  (SIC 7219) and is in the Inorganic   ,
Chemicals Category (40 CFR 415).  An average of  2.27 mgd  of filter washdown,  cooling
water, pump seal water, boiler blowdown, and laboratory waste is discharged to Curtis
Bay via Outfall 001.  Wastewater treatment consists of coagulation  with anionic and
cationic polymers, clarification, pH adjustment and a settling pond.  Solids from the
clarifier are vacuum filtered and landfilled.  Effluent limitations  are based on water
quality and performance data.  Quarterly short-term chronic toxicity tests, for a period
of one year, are required,  using Ceriodaphnia and fathead minnows (freshwater) or
sheepshead minnows and mysid shrimp (estuarine).  For at least one time, the following
toxicity tests must be performed concurrently With the chronic test: (1) 96-hr static
renewal toxicity test, using at least one locally important fish species;  (2) 48-hr
static renewal toxicity test, using  at  least one locally  important  insect species or
other invertebrate species.  Should  the test results indicate toxicity,  additional
biomonitoring and/or a Toxicity Reduction Evaluation may be required.   The permit
contains a reopener clause addressing  toxic pollutants.   A BMP Plan  must be submitted
within six months of the effective date of the permit.                   .  •  •-.         ,
Effective Date:  June 23, 1987
Expiration Date:  June 23, 1992

                               EFFLUENT LIMITS (FINAL)

I4D0000311:  w.R. Grace & Co., Davison Chemical Div.
                            Abstract Date:
                                   Final Permit
                               February 2, 1989
       Pollutants
Outfall
Ayg./Max ..Limits and Units
Monitoring
Flow
rurbidity
 001   ;report
       ;45/90   NTU
                                ;continuous
FotaL Heavy Metals * — /l.O ma/1 :l/m "
rotal Residual Chlorine

DH
FSS **
C.IMITS EFFECTIVE UNTIL 1
Total Ammonia
(Jan., Feb.)
(March, Apr.)
(May)
(June - Aua.)
(September)
(Oct., Nov.)
(December)
JIMITS BEGINNING ON 01/0]
Fecal Coliform
Total Ammonia
(Jan. - March)
(April, May)
(June - Aua.)
(Sept. - Dec.)






2/31/87








/88








— /0.5 mq/1
— / < 0.1 "
6.0 - 9.0
monitor only

(Until 4/1/88)
(After 4/1/88)



: 1/w arab
. n n
: continuous
:2/w 24-hr comp

. . . . - , ^ .. .
16,500/17.600
11,000/12,600
— /4400
— /3520
— /5500
9900/11.000
11,000/12.100

200/400 t/100

— /4500 Ib/d
— /4200 "
— /3500 "
Ib/d
n
n
n
n
n
n

ml




:l/d 24-hr comp
. n n
. n n
. n , n


.if n • ,

:5/m arab
.
:l/d 24-hr comp,
. n "
. n n
— /4500 " . " "






 *Sum concentration of molybdenum,  copper,  nickel, chromium, cobalt, and vanadium.
.Individual  concentrations shall also be  reported.
^*Hust be monitored for the first six months.

-------
MD0000345:  Miodex. Inc.. in Worton, manufactures monomeric and polymeric plasticizers
and intermediates used in colorants and coatings (SIC 2869),  and synthetic lubricating
oils and greases (SIC 2992).   This facility is  in the Organic Chemicals,  Plastics,  and
Synthetic Fibers Category (40 CFR 414).  Treated industrial wastewater originating
from the esterification process, process contact washwater, air scrubber overflow,
boiler and cooling tower blowdown, sand filter  backwash,  and stormwater runoff is
discharged at a rate of 0,0376 MGD to an unnamed tributary of Morgan Creek via Outfall
001. Outfall 002  discharges  by-passed stormwater to Morgan Creek as well.-  The
treatment system consists of two API  separators, a clarifier, a secondary separation
tank, a wastewater mixing pond, three activated sludge lagoons, pH adjustment, and
final clarification in the Dissolved Air Flotation device.   Sludge is either pumped to
drying beds or back to the biological lagoons.   Effluent  limitations effective until
3/31/89 are based, on BPJ.  After this date, the upgraded  treatment plant should be
completed and the limitations effective 4/1/89 are, based on BAT effluent guidelines.
The permittee is required to conduct a comprehensive hydrogeologic assessment for
their groundwater monitoring program.  'This is  to include a GC/MS Scan on all
operating wells.  A GC/MS Scan is also required on the discharge from Outfall 001 on a
quarterly basis.  Within six  months of the effective  date of the permit,  a BMP Plan
must be submitted.  Quarterly chronic and acute toxicity tests are required for
Outfall Odl.  The chronic tests must include a survival and reproduction test using
Ceriodaphnia and a survival and growth test using fathead minnow larvae.  Acute    r
testing shall entail a 96-hr  static renewal test^using  fathead  minnow larvae and a 48-
hr static renewal test using Daphnia magna.  Should the test results indicate
toxicity, additional biomonitoring and/or a Toxicity Reduction  Evaluation may be
required.                                                                   ,
Effective Date:  February 11, 1988
Expiration Date:  February 11, 1993                   Abstract Date:

                               EFFLUENT.LIMITS (FINAL)

MD0000345:  Nuodex, Inc. (Page'1 of 3)     "       "      ''-'-'.

       Pollutants         Outfall      Avq./Max.  Limits and Units
    Final Permit
February^, 1989
    Monitoring
LIMITS EFFECTIVE UNTII^M?
Flow
BODS
TSS
COD
Oil and Grease
pH
LIMITS EFFECTIVE AS OF AI
Flow
BODS
TSS

Bis f 2-ethylhexyl) Phthalai
Di-n-Butyl Phthalate
Diethyl Phthalate
Dimethyl Phthalate


\RCH 31. 1989
001 : monitor only
:22. 0/44.0 Ib/d
:20. 5/41.0 "
:113. 3/226.6' "
:— /15.0 ma/1
:6.0 - 9.0
>RIL 1, 1989
001 :monitor onlv
:3.3/8.7 Ib/d
:4.2/13.5 n • • . •
:AVG. QUARTERLY/MAX. DAILY (1)
:e :7. 74/20. 95 Ib/d
:2. 03/4. 28 ••
:6. 08/15. 25 "
:1. 43/3. 53 " .
,. •
. : - .

continuous
1/w 24-hr conop
n ' n
n ii
1/m qrab
1/w "

continuous
1/w 24-hr corap
n n

1/m arab
n n
n n
ii n


 (1)Limitations must be multiolied bv 0.001 for the correct poundage allowable.

-------
                               EFFLUENT LIMITS, (FINAL)



MD0000345:  Nuodex, Inc.  (Page 2  of  3)



       Pollutants         Outfall      Ayg./Max. Limits  and Units
Monitoring
; ; ' • . " * -

LIMITS Efc'FJdCTlVE AS OF APRIL 1,
:
Acenaphthene : 001
Acrylonitrile :
Benzene :
Carbon Tetrachloride :
Chlorobenzene :
1,2,4-Trichlorobenzene :
Hexachlorobenzene :
1 , 2-Dichloroethane :
^,,3.' 1-Tr ichloroethane :
Hexachloroethane :
1,1-Dichloroethane :
1,1, 2-Tr ichloroethane :
Chloroethane :
Chloroform :
2-Chlorophenol :
1 , 2-D ichlor oben zene :
1,3-Dichlorobenzene :
1 , 4-P ichloroben zene :
1,1-Dichloroethylene :
1 , 2-Trans-Dichloroethylene
2,4-Dichlorophe:nol :
1,2-Dichloropropane :
1,3-Dichlocopropylene :
2,4-Oimethy.lpheiiol :
2,4-Dinitrotoluene :
2,6-Dinitrotoluene :
Ethylbenzene :
Fluoranthene :
pis (2-Chloroisopropyl) Ether
Methylene Chloride :
Methyl Chloride :
Hexachlorobutadiene :
Naphthalene :
Nitrobenzene :
2-Nitrophenol :
4-Nitrophenol :
2,4-O in itrophenol :
4,6-Dinitro-O-Cresol :
Phenol :
Benzo(a)Anthracene :
Benzo(a)Pyrene :
3,4-Benzofluoranthene :
Ben zo(k) Fluoranthene :
Chrysene :

1989

:AVG. ANNUAL/MAX. DAILY (I)
si. 65/4. 43
:7. 21/18. 18
:2. 78/10. 21
sl.35X2.85
sl.13X2.10
: 5. 11X10. 51
si. 13X2. 10
: 5. 11X15. 85
si. 58X4. 06
si. 58X4. 06
r 1.65X4. 43
:1.58X4.06
s7. 81X20. 13.
: 1.58X3. 45
:2. 33X7. 36
: 5. 78X12. 24
.•2.33X3.30
si. 13X2. 10
si. 20X1.88
sl.58X4.06
s2. 93X8. 41
: 11. 49X17. 27
:2, 18X3. 30
sl.35X2.70
: 8. 49X21. 40
sl9.15X48.14
s2. 40X8.11
sl.88X5.ll
: 22. 61X56. 85
:3. 00X6. 68
: 6. 46X14. 27
:1. 50X3. 68
si. 65X4. 43
s2.03X5.ll
s3. 08X5. 18
s5.4lX9.31
: 5. 33X9. 24
: 5. 86X20. 80
: 1.13X1. 95
: 1.65X4. 43
:1. 73X4. 58
sl.73X4.58
si. 65X4. 43
sl.65X4.43
:
IbXd
n -
n
n
it , '
it
n
"
n
n
n
n
n
n - - :,.'••
" -:". • • • ' '••'''_,
n • .-'.••.'•.•
n
n
it
n
n
n
n
n
n - • .
n
n
n
it ,
it .
n
n
n • • •
n • ,-
n
n
n
it
n
• n
n
ii
it
"


i/q
n
arab
n
it n
n
n
n n
it
n
1
n
n

.. » ' ' ."'..•.
n
it ,
it "
n .
11 ,
it
it
" ,;'-'"- - . -
n
n ., • '
.. " - n
n
n
n n
it
n
»
n
n
n
n
.... : II- ..'••
II
It
II
II
,.n ; n -.
n
n
n
1 n
it
n
n
	 —
n
n
n
II
II
II :
II
II
II
II
It
If
It
n , •'
it
II

n
n
n.
II
II
II • • -
it . «
n
•1 ,
.',•" •• " •-..•'•
. * • '-- -

 (l)LJjnitations nust be multiplied  by 0.001 for the correct poundage allowable.

-------
                               EFFLUENT LIMITS (FINAL)  .

MD0000345:  Nuodex, Inc.  (Page 3 of  3)

       Pollutants         Outfall       Avg./^ax.  Limits arid  Units
Monitoring

LIMITS EFFECTIVE AS .OF AI

Acenaphthylene
Anthracene
Fluorene
Phenanthrene
Pyrene
Tetrachloroethvlene
Toluene ;
Trichloroethylene
Vinyl Chloride
Chromium (Total)
Copper "
Cyanide "
Lead "
Nickel (Total)
Zinc "
pH
Flow
COD
pH







'..'.•••'•'• ••... '




• • . t ;. ' ' • • •' ' -•."..• . • • '. .
5RIL,1. 1989
:AVG. ANNUAL/MAX. DAILY (1)
001 :1. 65/4. 43 " .
:1. 65/4. 43 "
:1. 65/4.43 "
- : 1.65/4. 43 " -
••:!. 88/5. 03 "
:1. 65/4. 21
:1. 95/6.01 "
--:!. 58/4. 06 "
: 7. 81/20. 13 .:•; " ,„
tmonitor onlv

• - • ' - ;.-"'-. ;, .,•.-.''.
: "
. II • ,-'..:.
n
: •• • .-•.-.
:6.0 - 9.0
002 :monitor only
':•'•'.'"• • ' ' •''••'
:6.0 - 9.0
:'..'•'•• ' " ••; ' • ••"•.' . '•' •
* -" ' "' • " '
: • • ' ' '.'.-'-,.''-.'
. .• . • . . , •
•••'.-• : • ' • - ..,••'-..'• ' - ' ' •
t • ' - -''•'."',
• . - . ' .._.___.

:•--'-. • -- ••-.. . -..•••- . • • -
. : • -•.-.•••'.
•:•'.-• -'• • - - - • • •
• 5 • . . •



I/a arab
n ii
n it
n ii
n n
n n
ii ' n -
n • n
it n
ii n
H II
II ..-•-, H
n n
n n
n n .
1/w : "
1/m estimate
" arab (2)
n ii





'
•




. •
 (1)Limitations... must--be multiplied by 0.001 for the correct poundage allowable.   .
 (2)Sample must be taken during or immediately after the first storm event of each
   month that occurs during working hours and causes stormwater to discharge.

-------
HD0000981:  Eastern Stainless Corporation, operates a facility in Baltimore that
produces stainless steel from scrap and ferroalloys  (SIC 3312).   This facility is in
the Iron and Steel Category (40 CFR 420).   Pickling wastes,  cold forming wastes, hot
forming wastes, alkaline cleaning wastes, casting wastes, boiler blowdown, and storm
water  are discharged  at a  rate  of 0.5 mgd  to Bacon Creek via Outfall 001.  Outfall 101
is the internal monitoring point for central plant wastes.   Wastewater treatment
consists of settling, oil and grease removal via API separator, vacuum  filtration,
equalization, lime neutralization, and final settling  in a.  lagoon.  Effluent
limitations are based on BAT effluent guidelines.   Quarterly short-term .chronic
fepxicity tests, for a period of one year,  are required, using Ceriodaphnia and fathead
minnows  (freshwater)  or sheepshead minnows and mysid shrimp (estuarine).  For,at least
one time, the following toxicity tests must be performed concurrently with the chronic
test:  (1)  96-hr static renewal toxicitv test,  using at least one locally important
fish species;  (2) 48-hr static renewal toxicity test, using at least one locally
important insect species or other invertebrate species.  Should the test results
indicate toxicity, additional biomonitoring and/or a Toxicity Reduction Evaluation may
be required.  The permit contains a reopener clause  addressing  toxic pollutcints.
Effective Date:  September 25, 1987
Expiration Date:  September 25, 1992
Abstract Date:
    Final Permit
February 6, 1989
                                EFFLUENT LIMITS  (FINAL)

HD0000981:   Eastern Stainless Corporation

       Pollutants         Outfall      Ava./Max. Limits  and Units
                    Monitoring
. * '
Flow 	
TSS
Nickel (Total) *
n n **
Chrcsnium " *
II n **
Hevavalent Chromium
Oil and Grease
1 .1.1— Trichloroethane
Temnerature

Plow 	
Tefcrachloroethvlene
Naphthalene 	
1 ,1.1-Trichloroethane

: 001 : report
: : 68/176 Ib/d
• -n. 45/1 T 4 "
: :1.6/4.8 "
• -.0.57/1.5 "
: :2.1/5.3 "
: : monitor only
• : 10/30 Ib/d
i : monitor only
. . "
• :6.0 - 9.0
: 101 :monitor only
; :— /0. 00242 Ib/d
; : — /O. 00161 "
. — /o. 00242 " ***
. .
. .
. .

limitation effective
**Limitation effective
continuous
1/w 24-hr coiro
n n
n n
n ii
1 n n
I/It.
1/W grab
I/in .
in-situ
contiinuous
2/m measured
1 /q arab
n n
2/m "




only when Essex pickling line is not in operation.
onlv when Essex pickling line is in operation.
***fihall be monitored without limits for the first six months. 	 . 	

-------
MD0001155:  General Electric Company, in Columbia, manufactures electric ranges,
hoods, built-in microwave ovens,: and storage-distribution of major household
appliances  (SIC 3631,  3469).  This facility is in the Metal Finishing Category (40 CFR
433) and the Porcelain Enameling Category  (40 CFR 466).   Treated wastewater from the
electroplating, painting, pickling, ball milling, and enameling operations is
discharged at a rate of 0.8498 mad to Little Patuxent River via Outfall 001.   Overflow
from the stormwater retention pond is discharged to Dorsey Run at a variable rate via •
Outfall 002.  Wastewater treatment consists of chromium  reduction, neutralization, ;
sedimentation, chlorination..rapid sand filtration,  dechlorination. and aeration.
Effluent limitations are based on water quality criteria, except-for the following
parameters: EOT for total iron, aluminum, and total toxic organics;  Drinking Water
Standards for total chromium, chloroform,  and trichloroethylene, cadmium, lead,   •
silver, and total cyanide.  Quarterly short-term chronic toxicity tests, for a period
of one year, are required, using Ceriodaphnia and fathead minnows (freshwater) or
sheepshead minnows  and mysid shrimp (estuarine).  For at least one time, the following
toxicity tests must be performed concurrently-with the chronic test:  (1) 96-hr static
renewal toxicity test, using at least one  locally important fish species;  (2) 48-hr
static renewal toxicity test, using at least one locally important insect species or
other invertebrate species.   Should'the test results indicate toxicity,  additional
biomonitoring and/or a Toxicity Reduction Evaluation may be required.   The permit
contains a reopener clause addressing toxic pollutants.
Effective Date:  March 17, 1987
Expiration Date:  March 17, 1992
                            Abstract Date:
                                   Final Permit
                               February 2, 1989
                               EFFLUENT LIMITS (FINAL)
MD0001155:  General Electric Company
       Pollutants
Outfall
Avg./Max. Limits and Units
         Monitoring
Flow
 001   ;report
                                continuous
Dissolved Oxygen
       :5.0
                 minimum
                                il/w   grab
TSS_
       ;90/145   Ib/d     flO/15 '  mg/U
                                     24-hr comp
Oil and Grease
         -796.7
             (—710
J_
       grab
Hexavalent Chromium
       :—70.48
             (—70.05
_L
;3/w 24-hr cornp
Chromium (Total)
       ;—72.9
Nickel
       ;4.5/9.7
             (—70.30
             (0.5/1.0
Zinc
       ••1.3/2.9
            (0.15/0.30 "
Iron
                         (0.63/1.23 "
Copper
       ;0.36/0.77 "
            (0.04/0.08 "
Total Toxic Organics
                          (—72.13
                                ;l/m   grab -*
Chloroform
Trichloroethylene : :
Total Residual Chlorine (1) :
Total Residual Chlorine (2) •
Cadmium (Total)
Lead
Silver "
Cvanide "
Aluminum "
DH
Flow
DH






. - *
:6.5 - 9.0
002 :monitor only
:6.5 - 8.5


(— /0.03
(—70.5
(—7 < 0.1
(—70.08
(— /0.38
(—70.38
(— /0.38
(— /4.55





n \
n " \
n \
n \
n \
n \
n \
n \





. n n *
:l/w grab
: "
:l/q 24-hr comp
.. n n
. n n
.it n
. n it
^continuous
: 1/m estimated
: 1/m grab
...
.
   *In lieu of monitoring, the permittee may certify that these parameters are not
           into the wastewaters.   In addition, at least once/quarter,  TTO must be
    monitored, and the above limits must be met for the three designated parameters.
(1)  Limit for June through March from effective date through June 30.  1988.
(2)  Limit for April and May and year round after June 30, 1988.	

-------
MD0001252:  Mobay Corporation - PEMCO Products, in Baltimore, manufactures frit and
colors (SIC 2819) which are sold for use in the making of porcelain enamels and
glazes.  This facility is in the Clay, Gypsum/ Refractory, and Ceramic Products
Category  (40 CPR 451).  Outfall 001  (0.0522 mgd)  consists of non-contact .cooling
water, stormwater, and the discharge from Outfall 002 (treated wastewater from frit
and colors processes).  Outfall 003 (0.046  mgd) consists  of non-contact cooling water
that is utilized to vaporize liquid oxygen.  The Northwest Branch of the:Patapsco
River receives the discharge from Outfalls 001 and 003.   The wastewater is treated by
chemical  addition to  precipitate fluorides and reduce hexavalent chromium, aeration,
settling, filtration, and neutralization.  Effluent limitations are based on SPi to
approximate BAT.  Within three months, a plan of study to evaluate the toxicity at
Outfall 002, must be submitted.  This should include wastewater characteristics and
variability, selection of test organisms,  and sampling and testing procedures.  At 'a
minimum,  the following test should be done:  (1) a 96-hr static, static renewal,- or
flow-through test using at least one locally important fish species;  and  (2) a 96-hr
static test using at least one locally important insect species or other invertebrate
species;  and  (3) a short-term chronic test using Ceriodaphnia or fathead .minnows.
Should the test results indicate toxicity, a Toxicity Reduction Evaluation may be
required.
Effective Date:  August 1, 1986
Expiration Date:  August 1, 1991
                            Abstract Date:
                                 .'..- Final Permit
                               February 6>  1989
                               EFFLUENT LIMITS (FINAL)
MD0001252:  Mobay Corporation, PEMCO Products
       Pollutants
Outfall
Avg./Max. Limits* and Units
                                                                          Monitoring
Flow : 001
pH :
Flow : 002
Fluoride :
TSS :
Lead (Total) :
Cadmium " 	 t
Chromium " :
Hexavalent Chromium :
Coooer (Total) :
Nickel " :
Zinc " :
Flow : 003
Temperature :
TDK :

:monitor onlv
:6.0 - 8.5
tmonitor onlv
:5.34*/10.70 Ib/d
:8. 67/17. 34
sO. 15/0. 30 " ,
:0. 04/0. 08 "
:0.05/0.10 "
:0.020*/0.04 "
:0.13*/0.26 "
:0. 07/0. 14 ". • .
:0. 13/0. 26 ".-':.
:monitor only
:— /108 F
:6.0 - 8.5
. ' - .
• • • " - • , •-•'",•• ' ' •
•
... . • . .
. . -
.
.
* •
. • ••••.••••.
*Limits are Aygt Monthly/Max.
Avg. Ouarterlv/Max. Dailv. 	
continuous
1/m grab
continuous
1/m 24-hr como
1/w "
n . n
" "
'.n i - *n
1/m . ' . "
n n
1/W "
n - - n
1/m estimate
" in-situ
" grab









Dailv, unless marked with a ' * ' whereas they cire


-------
MD0001261:  5CM Chemicals.; Inc. in Baltimore, Maryland, is in the Inorganic Chemicals
Manufacturing Category (40 CFR 415).  The facility manufactures titanium dioxide (SIC
2816) by the  sulfate and chloride processes.  Three outfalls' discharge an average flow
of 12 mgd to the Patapscb River;   001 -stormwater, condenser, scrubber, arid cool ing
waters; 002 - chloride- and sulfate-plant process wastewater, cell water and leachate
from the Quarantine Road sludge storage facility,  stormwater runoff, and treated
sanitary effluent; 003 - sulfate process wastewater.  Mass limits are considered under
a bubble concept in which the sum of all the discharges equals the total facility
discharge.  Wastewater treatment includes neutralization and clarification.  Limits
for TSS, Total Chromium, Total Nickel, arid pH are based on BPT/BAT effluent guidelines
for  the sulfate process (Outfalls 001 & 003) and for the chloride-ilmenite process
(Outfall 002).  Iron limits are based on water quality criteria using a receiving
stream computer model.  A Settlement Agreement and Consent Secxee dated 7/9/84 allows
leachate discharges from the batch  attack lagoon to groundwater.  Effected leachate
waters must be  collected and treated prior  to direct discharge.  A plan of study
involving static testing of selected organisms to evaluate toMeity. at Outfalls 001,
002, and 003  is required by 9/1/85,  using the "Maryland Aquatic Toxicity Bioassay
Guidance Document" for reference.   A BMP Plan is not included in the permit.
Effective Date:  August 1,.1985
Expiration Date:  August 1, 1990
                             Abstract Date:
                                   Fi.nal Permit
                                January 3, 1986
          •-••.•".'..          EFFLUENT LIMITS (FINAL)

MD0001261:  ABC Chemicals, Inc.
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
Flow :TPD**
TSS :
Total Chromium :
Total Nickel :
Iron Dissolved (Apr. ^Seot.)
(Oct. -March)
Total Iron, Total Arsenic.
Total Antimonv, Total Cadmium,.
Total Copper, Total Lead.
Total Zinc :
DH • ,-•-,.. : .;-••.
- • ' • . : » - ~
	 : 	 -. — — — : 	 : 	 «
Flow : ***:
TSS ..- :
Total Chromium, Total Nickel ,
Dissolved Iron :
• •• • . : •
•
	 L_J 	 ' 	 	 - • - - -
- . . '- - »''•'''•>'.'
	 : 	 : 	 : 	 	 	 	 - • - -
: report

: 16793/61763 Ib/d
: 93/212
: 62/128 ;
: 498/1698
: 975/3100
: report
• . ;•
• . - - *
• '• " . -
:6.0 - 9.0
•'
: monitor only
: .• " " • ".-.:•
'•'•'• n
tt
•
•
: ', :..•- .-•.:•.
*Eouivalent concentrations using average flow
in permit.
**Total olant discharge, the sum

n
it
n
n













Of

of Outfalls 001.
***Intake water f rom Pataosco River (TPD-intake

(456/1675 ma/1
(2.5/5.75 "
(1.7/3.5
(13.5/46 ."••
(26.4/84 •".



• •










*)
*)
*)
*)
*)

'.











continuous
1/d 24 hr comp
1/w
n ii
n tt
n . . n
1/m
n n
n n
ti « n ,
continuous

continuous
1/w 24 hr comp
n n
n n



4.42 rnad. but not included

002, and 003.


loadings=net loadings) .

-------
MD0001279:  SCM Glidco Organics Corporation  (St. Helena Plant)  located in Baltimore,
is in the Inorganic Chemicals Category (40 CFR 415) and manufactures cadmium sulfide
pigments  (SIC 2816) and fine particle silica  (SIC 2819).   Three outfalls  dieharge  into
Colgate Creek;  Outfall 001, consisting of wastewater from the cadmium  pigments
production plant; Outfall 002, consisting of wastewater from the silica production
plant; and Outfall 003, consisting of cooling  water from the laboratory air
compressor, plastics molder, and stormwater runoff. Wastewater from the-pigment
manufacturing is treated by flocculation, sedimentation, chemical precipitation, and.
pressure filtration.  The fine particle  silica wastewater is treated by screening  and
neutralization.  Effluent limitations are based on .BAT effluent guidelines for  Outfall
001, on BPJ for Outfall 002, and Outfall 003 has equivalent limitations as 001  and
002.  The ammonia limitation for Outfalls 001 and 002 is based on BPJ  and- DMR data,
using the 95 percentile and 99 percentile.   Quarterly short-term chronic  toxicity     ;
fcests, are required for a period of one year,  using Ceriodaphnia and fathead  minnows
(freshwater) or sheepshead minnows and mysid  shrimp  (estuarine).  For  at  least  one
time, the following toxicity tests must be performed concurrently with the chronic ;
test: (1)  96-hr static renewal toxicitv test,  using at least one locally  important
fish species;  (2) 48-hr static renewal toxicity test,  using at least one  locally
important insect species or other  invertebrate species.  Should the test  results
indicate toxicity, additional biomonitoring and/or a Toxicitv Reduction Evaluation may
be required.  A BMP Plan must  be submitted within, six months of the effective date of
the permit.  A thermal study, to evaluate compliance with water quality standards  for
temperature outside of a mixing  zone (arc of  50 ft. from each outfall), must be
performed once/week for six months.  The results must be submitted within seven months
of the effective date.  If deemed necessary from the results,  a temperature limitation
may be established.
Effective Date:
Expiration Date:
June 19, 1987
 June 19, 1992
Abstract Date:
    Final Permit
February 8, 1989
                               EFFLUENT LIMITS  (FINAL)
MD0001279:  SCM Glidco Organics Corp.
                                                                          Monitoring

Flow
TSS
Total Cadmium
Total Selenium
Total Zinc
Temperature
Ototal Ammonia
pH 	
Flow 	
TSS
Temoerature
Total Airmonia
pH 	
Jr'l
Total Ammonia
Flow
Temperature
pH
r*»i

: 001 :monitor only
: :10.0/16.6 lb/d
: :0. 16/0. 49
: :0. 24/0. 70 "
: : 0.058/0. 11 " *
: : monitor only
• •
: :6.0 - 9.0
: 002 :monitor only
: : 49/98 lb/d
: :monitor only

: :6.0 - 9.0
:001.002 :108. 9/187.2 lb/d (Sum of 001 + 002)
: 003 :monitor onlv
. "
: :6.0 - 9.0
. . •
. .
continuous
1/w comp
II M :.
n n
L_ 	 _^___^_
'n n
" in-situ
" comp
continuous
n
1/w comp
" in-situ
" comp
continuous
1 /w COITID
1 /m estimate
" in-situ
" arab

! 	 . 	 ; 	
. . J ,,-_.__,
. . ;..-".-.
*If fundamentally-
-OL.110/0.353 i Ib/ci.
.different factors variance is approved, these limits will foe


-------
MD0002429'  Eastalco Aluminum Company, located in Frederick, is a primary aluminum ore
reduction plant  (SIC 3334) with its principal product being aluminum ingot.  The
facility  is in the Nonferrous Metals Category (40 CFR 421,  Subpart B) and has seven
existing outfalls  that discharge  to  the Potomac River (Outfall 001), an unnamed
tributary ip_ £he_ Tuscarora Creek (Outfall 004),  and Tuscarora Creek  (Outfall 003, 005,
006,  007,  008).  The following is a  description of  the outfalls:  001 -  0.61 MGD of
anode paste plant  and potroom wet scrubber water,  anode and direct chill casting
contact cooling  water, paste  contact cooling water, noncontact cooling  water, sanitary
wastewater, stormwater, landfill leachate, spent potliner runoff, boiler blowdown, and
general plant use water; 003  - emergency overflow from the  rain pond; 004,  005, 006,
007,  and 008  - stormwater and noncontact cooling water from 007.   Several Internal
monitoring  points  are limited and are  described  herein:  101 - treated sanitary
wastewater; 102, 103, and 104 - overflow from  pond  002,  pond 003, and the primary
lagoon, respectively; 105 - paste plant scrubber water and  anode cooling water;  The
anode paste plant  wet scrubbers and  the potroom wet scrubbers are  gradually being
removed from service and replaced with dry systems.  Domestic wastewater is treated by
grinding, and extended aeration,  before being routed  to  a polishing pond and
chlorinated. The biological  solids are aerobically digested.  Wastewater from the
paste plant wet  scrubbers  and anode  contact cooling water undergoes sedimentation for
solids removal,  which are dried and landfilled.  The remaining process wastewater
enters a thickener  to remove  solids, then  calcium chloride  is added  to precipitate  .
fluoride.  Thickener solids are filtered, dried, and recycled and calcium fluoride-
solids are dried and landfilled.  Effluent limitations are based-on the following: BPT
for TSS and pH;  BCT for, oil and grease; secondary treatment standards for sanitary
wastewater; BAT  for fluoride, metals,  and benzo (a) pyrene.  Beginning within one
month of the  elimination of the paste plant wet scrubber discharge, quarterly short-
•£erm  chronic  toxicity tests will  be  required for a  period of one year at Outfall 001,
using Ceriodaphnia  and fathead minnows.  For at least one, time,  the following toxicity
tests must  be performed concurrently with the chronic test: (1) 96-hr static renewal
toxicity test, using at least one locally  important fish species;  (2) 48-hr static
renewal toxicity test* using  at least  one  locally important insect species or other
invertebrate  species/Should the test results indicate toxicity,  additional
biomonitoring and/or a Toxicity Reduction  Evaluation  may be required.
Effective Date:  October 1, 1987
Expiration Date:  October 1, 1992

                             ,  EFFLUENT LIMITS  (FINAL)

MD0002429:  Eastalco Aluminum Company  (Page 1 of 2)
Abstract Date:
                                                Final Permit
                                            February 9,  1989
       Pollutants
Outfall    ..  Avg./Max. Limits and Units
                    Monitoring

Flow v
TSS
Oil and Grease
Fecal Coliform
Total Residual Chlorine
pH -...,'-
Benzo(a)Pvrene
Acenaphthvlene
Fluorene '
Phenanthrene
Anthracene
Fluoranthene
Pvrene
Benzo (a) Anthracene
Chrysene
Benzo (k ) Fluoranthene
Total Cyanide


001 :monitor
: 135/350
:--/15
: 200/400
sO. 5/1.0
:6.0 - 9
: monitor
• **

"• "
•
• "
• **
• "
• "
. ••
. "
:

only
Ib/d
ma/1
*/100 ml
ma/1
.0
only :











- . - • .• ' "• '
:continuous
:l/w 24-hr comp
: " grab
• :5/m "
:l/w n
Continuous
:l/q grab (2V
: " " (2V
s ." ' ' " . (21
--.:". " (2)
: " " (2)
: " " (2)
: " " (2)
: " • " (2)
.:".;'•" (2)
: " : " (2\
: 1/m "
•

-------
                               EFFLUENT LIMITS  (FINAL)
MD0002429:  Eastalco Aluminum Company  (Page 2 of 2)
       Pollutants
         Outfall
     Avg./Max.  Limits and Units
            Monitoring
LIMITS EFFECTIVE UNTIL ANODE PASTE PIANT WET SCRUBBERS ARE REMOVED FROM SERVICE
Fluoride
          001
43.7 + a/98.5 + b   Ib/d
J1L
•1/d 24-hr comp.
         n
Antimom
                si.5 + c/3.2 + d
                                                                       ;2/m
Nickel
                iO.62 + e/0.92 + f
Aluminum
                :4.5 + Q/10.2 + h
                                                                        1/w
LIMITS BEGINNING ON DATE ANCPE PASTE PLANT WET SCRUBBERS ARE REMOVED FROM S35RVICE
Fluoride	r         ;41.0 + a/92.4 +b   Ib/d     (1)      ;l/d 24-hr comp
Antimony
                tl.4 + c/3.0 + d
                           JD.
         :2/m
Nickel
                iO.58 + e/0.86 + f
                           .111
Aluminum
                :4.3 + a/9.5 + h
                           J1L
Fluoride
003.004.005.006.007,008
           —726.4   ma/1
                                                                       il/disch grab
                                  ;6.5 - 8.5
Fluoride
Flow
          101   tmonitor only
                                                                         ./w measured
BODS
                : 30/45   mcj/1
                                            grab
Fluoride
      102.103,104   monitor only
TSS
Aluminum,
Flow
          105   tmonitor only
Ben20(a)Pyrene
                            (0.0022/0.0051 Ib/di (3))  ;l/a   arab (2)
Acenaphthylene
                                                                 121
                                                                                   J1L
Phenanthrene
                                                                 J2J.
Anthracene
                                                                 121
Fluoranthene
Pyrene
Benzo fa)Anthracene
Chrysene
                                                                 121
Benzo(k)Fluoranthene
 m a « 43.2. b M  97.2. c  = 1.4. d  =  3.2. e =0.61. f =0.90- a = 4.5. h = 10.0
    For current loadings,  multiply  the number corresponding to each letter '
    percentage of  the potroom scrubbing  system in operation at the time of sampling
    and add to the fixed number  in  the effluent limits.  Percent grrnhhina will be
    defined as the number  of scrubbers with  fans and pumps on. divided by the total .
    number of  fans on.
 (2) Purina the year  after  the start-up of  the paste plant dry scrubber system the	_
    monitoring frequency shall be  increased  to once/month.  Aft^r one year of .monthly
    monitoring>  the  State  will determine if  continued monitoring for these pollutants
    is  required.	j	;	^	—_	1—-—    "•
 (3V Limitation is  effective on the date the  anode paste plant wet scrubber is taken
    out of service.	:     • • .—__•—'"•	;'	•":;  '	

-------
MD0002658:  The Potomac Electric Power Company generates electricity at their Chalk
Point Generating Station by the combustion of fossil fuels (SIC 4911)  and is in the '
Steam Electric Power Generation Category  (40 CFR 423).   Outfall 001 discharges 443 MGD
of once-through cooling water, sanitary wastes^ coal pile runoff,  low  volume wastes,
cooling tower blowdown, and stormwater.   Diked oil  storage drainage is discharged at
Outfall 002. ; Outfalls 003 through; Oil discharge Uncohtaminated stormwater  runoff.
All outfalls empty into the Patuxent River.  Several internal monitoring points are
regulated and are described herein:  101-  once-through^cooling  water;  102  -  low volume
wastes, coal pile runoff,  rrietal cleaning wastes,  cooling tower blowdown, and
stormwater; 103 -sanitary wastes.  Pollution abatement for process wastewater is
achieved by chlorination,  sedimentation, neutralization, precipitation, sedimentation,
flocculation, filtration*  and oil separation.  Sanitary wastes are treated in a
package plant consisting of activated sludge and chlorination.  . Effluent limitations
for process wastewaters are based on BAT effluent guidelines  and sanitary wastes are
limited by secondary treatment standards.  Within 18 months;  a report  must be       •,:
submitted detailing an alternative intake.structure that will represent best available
technology.   The present structure has resulted in an unacceptable impact on the
receiving stream. vThe .permit contains: a reopener clause addressing toxic pollutants.'
Effective Date:  .September 25, 1987
Expiration Date:  September 25, 1992
Abstract Date:
    Final Permit
February 8, 1989
                               .EFFLUENT LIMITS (FINAL)        '

MD0002658:  Potomac Electric Power Company

       Pollutants         Outfall ,,   Avg./Max.  Limits and Units
               .-..-•}'.  Monitoring

.Total Residual Chlorine
Flow
Inlet Temperature
Effluent Temperature
Heat
Flow ,
TSS ,
Oil and Grease
Flow
BODS
TSS
Fecal Coliform
Flow ***
•Total Petroleum Hydrocarl







" -
001
•101

-

102


103



002
x>ns








— /0.2 ma/1 ( < 0.1 ma/1: Apr.-. May)
monitor only
n. ' : • '
-."•'• •''. . " • '.'.".
— /6.22 x 10^- BTU/hr
monitor only ' ^
30/100 ma/1 :
15/20 " '.:
monitor only
30/45 ma/1 '
30/45 •?.•'.':•.' •
— /200 #/100 ml •
monitor onlv
20/30 ma/1

'"



. -
•
.

1/d ar'ab - *
1/m estimate
continuous
•••-•!, • ' ; • "
1/m calculate-
1/w estimate
•'" arab **
n n
continuous
1/w 24-hr comp
n n
" arab
1/m estimate
arab **.*'
•'•••. . • ..-. " • . '






  *Monitoring required only on days when'chlorine is being used.	
 **Limitations not effective during periods of cooling tower blowdown until  1/1/91.
***After 12 months, the monitoring frequency may be reduced to quarterly if
   limitations have .been met each reporting period.   Should the limitation be
   exceeded, the more frequent sampling schedule shall resume for 12 months.

-------
MD0003247:  The Eastern Shore Rendering Company, located in Linkwood, renders poultry
waste into by-products  (SIC 2077)  and is in the Meat Products and Rendering Category
(40 CPR 432, Subpart J).  The.wastewater consists of scrubber overflows, condensers, %
plant washwater, and stormwater runoff.  The cooling water flows into a closed loop
system from the last lagoon.  All process wastewater is collected and pumptsd to the
treatment system that consists of three biological lagoons arranged ±n series,  with
the last lagoon being heavily aerated and functioning as a polishing and cooling
lagoon.  When discharging to the surface waters of Higgins Hillpond via Outfall 0,01,
the wastewater flows through a chlorine contact chamber.  However, when the effluent
is spray irrigated* the irrigation pump is placed in the polishing pOnd and is
designated Outfall 002.  Effluent  limitations are based on water quality criteria
during the warm months, and  on effluent guidelines, during the,cold months,,  The
biomonitoring program  consists of two chronic and two  acute toxicity tests.,  There
must be at least three months between the first set of chronic and acute tests and the
second set.   Ceriodaphnia and fathead minnow larvae must be used in the chronic tests,
and a 96-hr static renewal acute test must use fathead  minnow larvae,  where:as the 48-
hr static renewal acute test must employ Daphnia magna.  If the test results indicate
toxicity, additional biomonitoring and/or a Toxicity Reduction Evaluation may be
required.
Effective Date:  July 27, 1988
Expiration Date:  July 27, 1993
                            Abstract Date:
                                 •  Final Permit
                               February 2,  1989
                               EFFLUENT LIMITS (FINAL)
MD0003247:  Eastern Shore Rendering Company
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow : 001
Fecal Coliform :
Total Residual Chlorine :
Dissolved Oxygen :
pH :
BETWEEN APRIL 1 AND NOVEMBER 30
BODS :
TSS :
Ammonia :
Oil and Grease :
BETWEEN DECEMBER 1 AND MARCH 31
BODS :
TSS :
Ammonia :
Oil and Grease :
Flow : 002
Januarv :
February :
March :
April :
May :
June :
July s
August :
September :
October :
November :
December 	 j_
Total Kneldahi Nitrogen :

: monitor onlv :
:— /200 */100 ml :
:— / < 0.1 mg/1 :
:5.0 mg/1 minimum :
:6.0 - 9.0 :

:31. 0/39.0 Ib/d
:39. 0/53.0
•1.9/17,5 " _<
:13. 0/20.0

: 90. 0/180.0 Ib/d
:110. 0/220.0 "
-.17.8/114.7 " .
:50. 0/100.0 " •
:Avg. Monthly (GPD) /Total Volume (MOD)
:74. 800/2. 32
: 80. 700/2. 26
: 66, 800/2. 07
: 96, 000/2. 88
: 120, 600/3. 74
: 141, 700/4. 25
: 137, 700/4 .27
:118, 700/3.68
: 119, 300/3. 58
: 102, 300/3. 17
: 76, 300/2. 29
•74.200/2.30
:— /18.9 Ib/d
:
continuous
1/w grab
n n
.
n n
n n

1/w 24-hr COITIP
n. n .
•
n n
" grab

11 24-hr corns
n n
n n
grab
1/d measured
n n
n n *
it n
n n "
n n
n n
n n
n n
n n
n n
n n
ti ii
1/w grab


-------
MD0054321:  Baltimore Gas and Electric Company, in Baltimore,, generates electricity by
the combustion of fossil fuels in steam generating boilers  (SIC 4931) and is in the
Steam Electric Power Generation Category  (40 CFR 423).   Slowdown from the cooling
system, wastewater treatment plant and tank farm effluent are combined at the
retention pond and discharged via Outfall 001;  low volume wastes, coal pile runoff,
and metal cleaning wastes are monitored at Internal Outfall  101;  cooling  tower "
blowdown  is internally monitored  at  Outfall 102; and Outfall 002 discharges excess
cooling tower makeup water.  Outfall 003 through 006 are not limited and  discharge
uncontaminated stormwater  runoff.  Outfalls 001 through 006 empty into the Patapsco
River.   Treatment consists of chlorine decay in the retention pond, neutralization.
and filtration.   Effluent 'limitations are based on BPT/BAT effluent guidelines.
Quarterly acute static renewal.toxicity tests,  using  fathead  minnow larvae and Daphnia
magna. are required for a period of one year at Outfall 001.  A one-time  chronic
toxieity.test, using Ceriodaphnia and fathead minnow larvae,, is also, required.  If the
receiving stream is brackish, sheepshead minnows, silversides,  grass shrimp,  and mysid
shrimp may.be substituted in the acute test, and sheepshead minnows'and mysid shrimp
may be used in the chronic test.  Should the test results indicate toxicity,
additional biomonitoring'and/or a Toxicity Reduction Evaluation may be,required.
Effective Date:  May 24, 1988
Expiration Date:  May 24, 1993
                            Abstract' Date:
                                 • ,Final Permit
                              
-------
MD0055182:  The Mettiki Coal Corporation operates a deep mine complex near Table Rock,
and is comprised of three mines, a preparation plant,  and a thermal dryer for  the
purpose of producing metallurgical and steam  coal (SIC 1211).   This facility is  in .the
Coal Mining Category (40 CPR 434).  The majority of the wastewater  from this facility
is from the Acid Mine Drainage Treatment Plant (2.2  MGD)  which receives acidic
wastewater from underground mines, the refuse piles, and the preparation plant.
Treatment consists of neutralization, aeration, flocculation,  and settling.  The
supernatant is discharged at 002 and  the precipitated  solids are pumped into an     ;,,
abandoned deep mine.  Outfall 004 discharges runoff  from a reclaimed refuse disposal
area and Outfalls 001 and 003 through Oil  are the discharges from sediment basins,
which receive mine drainage from surface facilities associated with the deep mine.
Outfalls 003 and Oil empty  into Chestnut Ridge Run,  001 and 008 empty into Dutch Run,
and the remaining discharges empty into South Fork Sand Run.  Effluent,limitations  are
based on BPT/BAT effluent guidelines.  The  use of  anhydrous ammonia for pH control
will be permitted in Outfall Oil  after the following conditions are met:, (1) a bog  at
least the size of the sediment pond shall be constructed immediately downstream  of  the
outfall; (2)  cattails must be planted and  maintained in the bog; (3) levels  of ammonia
shall not exceed 1.04 mg/1 and  must be monitored twice/month by grab sample; and (4)
if anhydrous ammonia is not in use,  it must be so indicated on the  monthly monitoring
report.  The following outfalls may be limited to a maximum of 0.5  ml/1 settleable
solids in lieu of the TSS, total iron, and total manganese limits: (1)  001 and 005  -
during precipitation events greater than the 1-yr 24-hr event  and less  than the  10-yr
24-hr event; (2) 006,  009, and 010 -  during any precipitation  event which causes an
increase in the volume of discharge.   If these alternate limits are invoked, they must
be reported on the monthly  monitoring reports.
Effective Date:  August 17, 1987
Expiration Date:  August 17, 1992
                            Abstract Date:
                                   Filial  Permit
                               February 8,  1989
                               EFFLUEOT LIMITS (FINAL)
MD0055182:  Mettiki Coal Corp.
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
Plow
TSS
Total Iron
Total Manganese
t>H
Flow
TSS
Total Iron
Total Manganese
Total Nickel
Total Hardness
t>H
Flow 	
Settleable Solids
tiH
001,003,005,011 monitor only
: :— 745 ma/1
: :3. 0/6.0 Ir
: :2. 0/4.0 " *
: :6.0 - 9.0
: 002 :monitor only
: : 30/45 ma/1
: :1.0/2.5 "
: :2. 0/4.0 "
: : monitor only
"
: :6.0 - 9.0
: 004 : monitor only
: :— /0.5 ml/1
t :6.0 - 9.0
2l/w estimate
: ;2/m grab " •
„ n n
„ n n
	 a 	 : 	 : 	 -.
- ;l/d "
": continuous •••:'
sl/w 8-hr conro
-.. . ' ' ... . " " :.'••.
. n it
•Sl/m "
.» n
•: continuous
:l/m estimate
: " grab **
S:./d
: : •-''.•••'' *
. . • • • - - -..:••••.. .-,
; ; - --.'.,!'
. - • . •' •,-.- ; :•, • ' - ; S' . r" . '. -':' .'" ' '
• . • ' • - - • .' •'• '-..:''.* - ' ' . • • '-
*Applies only when wastewater is acid or ferruginous mine drainage.
**Sample shall be col3
causing an increase
ected during or within 24 hrs fol
in the volume of the discharge.
greater than the 10-yr 24-hr storm, this outfall neec
lowing a precipitation event
For precipitation events
only meet the above pH limits.

-------
ME0000639J  I£P Chemicals and Plastics^ Inc.  is engaged in the manufacture of cMorine
caustic soda (SIC 2812) through the mercury cell process at its facility in Orrington,-
Maine,  The facility is in the Inorganic Chemicals Category (40 CER 415),  and
discharge is to the Penobscot River from a single outfall.  Outfall 001 consists of
cooling tower purge, stormwater, noncontact cooling water, and process wastewater from
internal Outfall 001A  (0.02 mgd) and total flow averages 6.04  mgd.   Treatment of the
process wastewater includes chemical reduction, neutralization, and ultrafiltration.
At Outfall 001A, limits for TSS, total residual chlorine, and mercury are based on
BftT effluent guidelines, and at Outfall 001,  mercury  is limited according to the
previous permit limits, which are more stringent than effluent guidelines following
antibacksliding provisions.*  There are no requirements in the permit for a BMP Plan or
Mcnotiitoring.                                                       ,
Effective Date:  August 13, 1984
Eviration Date:  August 13, 1989
Abstract Date:
   :  Final Permit
Feixruary 27, 1985
                               EFFLUENT LIMITS (EINWLi)

ME0000639:  LCP Chemicals and Plastics, Inc.

       Pollutants      ,   Outfall      Avg./Max.  Limits and Units
                     Monitoring
"
Flow
Temperature --,'-'-"."
Mercury
Carbon Tetrachloride
pH
Flow
Ifercury
TSS
Chlorine, Total Residual
PH
. ' - ' - - - •
- -
•


•
- - '. , ' '
- * • - - . - - - . ' '
<*.'.,- • •
1


-
.
.
: . - ' ' ' • ."-'."-
001 :— /12.5 mqd
:— /29 C
:0. 085/0.19 Ib/d*
rrepprt
1 :6.0 - 9.0
001A :report :
: 0.0456/0. 1048 Ib/d*
:146/292
:0. 87/1. 46 "
:6.0 - 9.0
: . ' -. • '••"-••.
• : . ' .-.-•.
: • . * • .,•.-.,.-
: . • . • • •
: • •-• .-.•'-•,-•:' •':
i ,; . . ':• -' ' '-•' : , ''
:• :' '. ; ' -•" :.- •" • •
• ' :.••'.-.•• '-: . .-•... ; ""'.,•
': ".-•'.-.''• •;
-: .•••-•-•' .• . •..-.•.
..... . . ..
: : ••'"•".
.'•..•"• -: • '• '
:continuous
:l/w grab
:l/d 24 hr ccnp
:2/y** orab
:l/d
:l/d average
:l/d 24 hr canp
:l/w " •
: " grab
:l/d "
---' t
•: . • ' •' . '
1 • . ' '••
:
- : . ' . - ;- ••• ••••-'•
- ,. • • - - .. - .•.-•.-
: •.'-.'••'
; .,•••;. . • . .•-.:...;. -
, . * ,_ ;. . ••• "
- ' : -
:
:
 *Gross values; do not account for influent mercury concentrations.
**Monitor in May and October

-------
ME0001406:  Maremont Corporation^ Saco Defense Systems Division, in Saco, Maine, is a
manufacturing facility with metal finishing capabilities where much of the business is
government contract machining with an emphasis on defense materials and weapons
systems  (SIC 3499, 3471).  The facility is in the Metal Finishing Category (4Q CTR
433).   Total flow from Outfall 001 is 0.568 mgd from the facility's  treatment plant
system which consists of:   0.035 mgd steam condensate, 0.26 mgd cooling water, 0.2 mgd
wastewater from plating operations, 0.07 mgd from other process rinses, and 0.003 mgd
stormwater runoff.  Treatment includes flocculation, mixing, sedimentation,
ion exchange, neutralization and reduction.  A flow of 0.36 mgd is recycled and sludge
is treated by gravity thickening, vacuum filtration followed by landf illincr. Outfall
002 consists of noncontact cooling water which flows intermittently when the water
recirculation system is  inoperative.  Both discharges are to Goosefare Brock; however,
the facility's discharge is over fifteen times the 7Q10 flow of Goosef are.
Preliminary approval has been made to move the discharge from 001 to the Saco River,
andt after issuance of the permit, EPA will issue an administrative order with a
compliance schedule to form a tie-in with a storm drain system which will  flow to Saco
River.  Daily maximum limits in the previous permit were more stringent them effluent
guidelines therefore they were retained.  Monthly average limits en some parameters
are added by BPJ based on past performance of the facility.  The TTO limit is based on
BRT effluent guidelines and temperature and pH are limited by State certification
requirements to meet water quality standards.  There is no BMP Plan or bionsonitoring
requirement included in  the permit.
Effective Date:  May 13, 1985
Expiration Date:  Not specified
Abstract Date:
Final Permit
May 23, 1985
                               EFFLUENT LIMITS (FINAL')
ME0001406:   Maremont Corporation
       Pollutants         Outfall  '    Avg./Max. Limits and Units
                .fltanitoring
Flow
TSS
Chromium, Total
Chromium, Hexavalent
Zinc

Copper
Niccel
Lead
Cadmium
Aluminum
Manganese
Oil and Grease
Temperature
TTO
Silver
PH
Flow
Temperature
Oil and Grease
Copper
Lead
PH

001(1) :— 70.25* mqd ,
:20/30 mcr/1
10.8/1.6
:— /0.05
:— /0.3
:0. 05/0.1
:0.81/0.8
:0.11/0.2
:— /0.01
:0.1/0.2




'



:0. 5/0.1
:— /10.0
:— /29 C
:— /2.13 mcr/1
:0. 02/0. 04
:6.0 - 8.5
•002 :— /0.029 mgd
:— /70 F
:— /15 mcr/1
rreport . ,.
. it
• .
:6.0 - 8.5
• ' • "' *. • >. ': ' ' r*
• ' '--•-- * '
continuous <-,
1/w comp -


















gre
tt
I/O






. , . . •


ib


1/w comp
continuous
** . estimate
** grab
** "
** »
** »
1/d** "

  fl)Limits apply after tie-in to storm drain to Saco River.
  *Dry weather flow.	•- •
 **Doring each discharge event.	•

-------
ME0002216J  A.E. Staley Manufacturlnq Company located in Houlton, Maine, is engaged in
the chemical modification,  dewatering and drying of tapioca and potato starches (SIC
2046) used in the food and paper industry.  There are two discharges from the facility
to the Meduxnekeag River.  Outfall 001 consists,of process wastewater treated by
primary clarification and an extended aeration system prior to discharge at an average
rate of 0.011 mgd.  Outfall  002 is untreated nonGontact cooling water which flows at
an average rate of 0.005 mgd.  The facility is in the Canned and Preserved Fruits and
Vegetables Category  (40 CFR  407,  Subpart E).  No BAT guidelines are available since
toxic pollutants are not .common to discharges of this industry type, and BCT
guidelines have not  been issued.  Effluentlimits; in the permit are from a State-
license issued by the Maine  Department of Environmental  Protection (January 27, 1982)
which reflects  water quality standards,  technology levels at the facility/ and BPT   ,
effluent guideline requirements.  A BMP  Plan and biomonitoring requirements are not
included in the permit.                                               : ,         '•• ,  '
Effective Date:  February 23, 1984
Expiration Date:  February 23, 1989
                             Abstract Date:
                             Final Permit
                           April  26, 1985
                               EFFIAJENT LIMITS (FINAL)

ME0002216:  A.E. Staley Manufacturing Company

       Pollutants         Outfall      Avq./Max. Limits and Units
                                               Monitoring
Flow
001   :0.04/—
mgd
1/d  average
BOD
      ;126/189    Ib/d
                            2/w  comp  .
TSS
      :63/126
Fecal Coliform
      ;—/60 per 100 ml
                           1/w  grab
PH.
      :6.0 - 8.5
                           1/d
Flow
002   :0.05/—
irtgd
1/m  estimate
Temperature  .
       75/--  F
                                 grab

-------
ME0022985:  Watts Flui^if, inc.f located in Kittery, Maine,  is engaged in the
fabrication of air control equipment such as regulators/ filters,  lubricators and
related parts and these items are fabricated from aluminum, brass, zinc and plastic
(SIC 3494, 3823, 3569, 3561).   There is a single discharge from the facility, Outfall
001, to Wilson Creek.  Wastewater from this outfall consists of noncontact cooling
water, boiler blowdown, and process wastewater (from internal Outfall OlO).  The
process wastewater is treated by chemical precipitation and filtration before
combining with effluent from Outfall 001.   Total volume of wastewater is 0.103 mgd.
Effluent limitations  on TTO are  based on EAT effluent guidelines  in the Metal
Finishing Category (40 CER 433).   All other limits are from a State license  (issued
November, 1983) based on water quality considerations and a feasible discharge
achievable by the company's treatment facility.  The limitations  in the lidaiise are
more stringent than effluent guidelines limits.  There is no BMP  Plan or biomonitoring
acquirement included  in the permit.                                            <
Effective Date:  May 1, 1984
Expiration Date:  May 1, 1989
Abstract Date s
                                                                         Final Permit
                                                                         May 23, 1985
                               EFFLUENT LIMITS (FINAL)
ME0022985:  \-Jatts Fluidair, Inc.

       Pollutants         Outfall
                                       Avg./Max. Limits and Units
                Monitoring
J
Flow : 001
Temperature 	 :
pH :
Flow : 010
TSS :
Oil and Grease :
Copper 	 :
Chromium, Total :
Chromium, Hexavalent :
Nickel :
Lead :
Zinc :
Aluminum :
TTO s
pH :

:
• •

•


*

:

report , , :
— /65 F -...-...• i
5.0 - 9.0
— /600 gpd
15/30 itcr/1
— /15 uq/1
100/200 »
100/200 "
— /50 "
20/40
9/20 "
250/500 "
250/500 "
— /2.13 no/1
7.0 - 9.0
'• ...
.

.



•, , ' : ' -.



continuous
2/m grab
1/d •.:.;"
continuous .
2/m comp
" grab
" comp
.
" grab
" comp



1/q grab
1/d





, ,, , ... •.-..-.


i . . ,


-------
M00000281:  St. Joe Lead Company, located in Hemilaneum, Missouri, is in the
Nonferrous Metals Manufacturing Category (40 CER 421).  The facility produces lead
bullion  (SIC .3332), silver bullion (SIC 2819),  and-by-product sulfuric acid. .Three  ,
outfalls discharge to the Mississippi River. Outfall 001 consists of combined plant
process wastewaters from a primary lead smelter and a sulfuric acicTplant; Outfall 002
consists of an emergency stormwater overflow of process water and stprmwater limited a
a part of 001; and Outfall 003  consists of once-through noneontact cooling water.
Treatment is not specified.  Zinc and lead limits are based on BAT effluent guidelines
in 40 CER 421.73 (Subpart G,Primary Lead .Subcategory) and  421.93 (Subpart I,
Metallurgical Acid Plant Subcategory).,  Flows riot covered by the guidelines, including
stormwater runoff and noncontact cooling water, and limits on arsenic, Lcadmium and
copper for the lead portion of the process wastewateir are based on BPJ.:A report  •
investigating the feasibility of providing treatment facilities to capture, store, arid
treat all rainfall up to and including.a 10,year 24 hour storm event was required by
11/23/85,  The permit is subject to reopening if; stream water quality standards are
violated, or applicable guidelines have been revised, withdrawn, or modified.
Biomonitoring requirements and  a BMP plan are not included.
Effective Date:  November 23, 1984
Expiration Date:  November 22, 1989
                                                         Abstract Date:
 Final Permit
March 6/ 1986
                       t       ^EFFLUENT LIMITS (FINAL)

M00000281:  St. Joe Lead Company

       Pollutants         Outfall      Avg./Max.  Limits and Units
                                                                          Monitoring,

Flow
TSS
Arsenic, Total
Cadmium, "
Copper, -
Lead, "
Zinc, "
Sulfate, •
PH

Flow
Lead, Total
Zinc, "
Copper, "
Arsenic, "
Cadmium, , "
Temperature
PH


• ' - • i
•: • ' I

001





'

-
002*
003
,


"
-
.
•

-
.
•


rmonitor only
: 102. 44/161. 46 Ib/d
:4.73/15.49
:0. 65/2. 23
:4.96/14.27
il. 06/3. 12
:3v42/11.37
:monitor only
:7.5 - 10.0

monitor only
• ' • ' ' . •.:-...-.
" ' -••'•-' • ' ..,--• -..•' '. ',
' ' ' ] ' '
' " ' -' -. . ' •' -•...'•'-'
1 . • .. •. . .
I ' ; ' . ' • • . '
6.0 - 9.0





1/d 24 hr'tota
1/m 24 hr conp
qrab
II ll
II : II ' •
ll it '
ti ' n
n II
" -II- ' ' II- . ' ' :"„-

1/d 24 hr tota
1/m grab
li ti
- -
It ' II
tt ,_ ti
11 "
I/d "
1/w , "

. • -


*Any discharge will be monitored and total flow reported.  When^dischargesOccur the
 combined effluents discharged through 001 and 002 will not exceed the limits
 set for 001 above.

-------
M00000370;  The Carondelet Coke Corporation, of St. Louis,  manufactures,coke and by-
products (SIC 3312),  and is in the Iron and Steel Category (40  CFR 420;  Subpart A,
Cokemaking).  The previously permitted Outfall 001, which receives process wastewater,
boiler Slowdown, cooling water leakage, and condensate drainage, has been connected to
the Metropolitan St. Louis Sewer District sanitary sewers.  Outfall 002 discharges
33,610 gpd from the east tract pond, which receives stormwater  runoff from the coal
and coke storage area, to the  Mississippi River.  Outfall 003 discharges 76,333 gpd
from the west tract pond, which receives stormwater runoff from the plant process
area, to the  River Des Peres.  During rainfall events,  flow from Outfall 001,r is
routed to the west tract pond  and ultimately discharged  through Outfall 003.  Process
wastewater is treated in an  aerated lagoon before going  to the sanitary sewers.  The
east and west tracts  runoff  are treated by sedimentation and reuse/recycling.  The
east tract runoff is also neutralized before being discharged.   Effluent limitations
are based on pPJ and the previous permit limits.  The permit contains a reopener
       pertaining to changes in discharge conditions and unaddressed pollutants.
Effective Date:  May 22, 1987
Expiration Date:  April 15, 1992
                          Abstract Date:
                                 Final Permit
                             January 16, 1989
                               EFFLUENT LIMITS (FINAL)
M00000370:  Carondelet Coke Corporation
       Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Plow : 002
TSS :
Oil and Grease t
Ammonia :
Phenols (Total) :
Cyanide " :
COD :
Sul fates :
pjf :
Plow : 003
TSS :
Oil and Grease :
Ammonia •
Phenols (Total) :
Cvanide " :
COD :
Sulfates :
pH :

.
.
.
.
.
.
.
.
.
.
*Monthly Average/Daily Max.
rmonitor onlv
: 30/100 ma/1
: 15/20 "
t 10/15 "
•1 0/1 5 "
: 0.05/0. 075 ma/1
:monitor only
• "
:6.0 - 9.0
:monitor only
: 30/100 ma/1
: 15/20 "
: 10/15 "
•1 0/1 5 "
: 0.05/0. 075 ma/1
:monitor only
• "
:6.0 - 9.0
.
.
.
.
.
.
.
.
.
.
.

:
(8.41/50.5 Ib/d)
(4.2/10.1 ". )
(2.8/7.6 " )
(0.28/0.76 . " ) .
(0.014/0.04 ". )



:
(19.1/91.1 Ib/d)
(9.6/18.2 " )
(6.4/13.7 " )
(0.64/1.4 n )
(0.032/0.068 " )


,



.
•




-


/w 24-hr total
2/m 24-hr comp
•" .grab
" 24-hr comp
"• grab

" 24-hr comp

" grab
,/w 24-hr total
2/m 24-hr comp
grab
" 24-hr comp
grab

" :24-hr comp

«. grab













-------
JM00001121:.  ASARQO Inocarporated, located in Glover, Missouri, is in the Nbnferrous
Metals  Manufacturing Category (40  CFR 421).  Plant actiyitie^involve the production o
lead bullion. (SIC  3332) resulting  in  discharges  to Scroggin Ecanch .thence to Big Creek
The permit  regulates three..outfalls:   (ij 002, combined process wastewaters;  (2) 003,
sanitary wastewater from a domestic wastewater treatment facility; and (3) 004,
noncontact cooling water.  .Outfall 001 is not addressed.   Process  wastewaters are
collected in a concrete settling basin, then pumped to an earthen settling basin,  with
overflows to a second earthen basin for recycle.   The domestic wastewater treatment
facility uses aeration followed by chlorination.  Noncontact cooling waters are
discharged without treatment.   The basis for the permit limitations is effluent
guidelines  (40 CFR 421.73 and 421,93)  for applicable  pollutants  and EPJ for other
processes.  ASARCO is to prepare a report on the feasibility of providing treatment
facilities adequate to capture, store, and treat all rainfall to the plant site,
including a 10 year 24 hour storm  event..  The report is due by 4/12/86,  at which time
the permit  may also be reopened to reflect flow allotments or limits necessary during
storm events.  The permit may also be reopened if effluent or water quality monitoring
indicates a violation of  stream standards, or if the USEPA modifies,  withdraws, or
revises the guidelines on which the limits are based.  Biomonitoring requirements are
not included.
Effective Date:  April 12, 1985
Expiration Date:  April 11, 1990
                             Abstract Date:
                                                                 Final Permit
                                                                March 6, 1986
            "  T               'EFFLUENT KEMITS (FINftL)

MOOOXI1121:  ASARCO Incorporated
• .         .
Pollutants
       .
Outfall
                                         _-*»         , -
                                       Avg./Max. Limits and Units
                                                                   Monitoring

Flow . ' "-.••• '
TSS
Lead, .Total
Zinc, "
PH; / ; .-.
Flow
BOD-5
TSS
Fecal Cdliform***
PH
Flow
Lead, Total
Zinc, "
Copper, •""
Arsenic, "
Cadmium, "
Temperature
PH •".


: : -:•••:. i- '
002 :monitor only
:124. 7/1623. 9 Ib/d
:0. 41/10. 19
:1. 33/37. 03
:7.5 - 10.0 :
003 :monitor only ,
:30/45 ia?/l**
:30/45 " **
.— /200 per 100 ml
:7.0 - 10.0
004 :monitor only
. ^. K - • ~ .• -• - •• • , * - -
. •
- .••.'•• H ' ........ 	 ...
• . - '
	 •'"••' M - • • • • •
•
• •'•' f II - :• -
	 -•••••» •'• • •-. ' - . ' ' '
: — /90 F in receiving water****
:7.0 - 10.0
• • • • j • ..... ... ..... 	 	 . . .
... , , . . ...

1/d 24 hr tota
1/m grab*
n H *
ii n *
n M *
1/q 24 hr tota
" 24 hr camp
n n
it «
grab
" 24 hr tota
"grab
ii ii
M n
It it
II ' "• It
n M '
•
• ii ; - •• n
•
•

   *If discharge occurs
  **Monthly average/weekly average.
 ***LJmits applicable only during the recreational season (Apr.  1-Qct.  31).
****Discharge shall not raise temperature of receiving water by more than 5  F.

-------
M00001881:  The Frank R. Milliken Mine and Mill (Ozark Lead Company) of Sweetwater,
Missouri, produces lead and zinc concentrates (SIC 1031)  in the Ore Mining and
Dressing Category (40 CER 440).  Outfall 001 consists of domestic wastewatec
(0.0025  mgd) originating from a stabilization lagoon,  discharged into a 6800 foot long
meander system for treatment.  The treatment processes involved are unspecified.  A
combination of water pumped from the mine during dewatering (6.2 mgd) and process mill
water (4.03 mgd) are discharged into a tailings lake.  From the tailings .lake,"' the
wastewaters enter two sedimentation ponds; final treatment occurs in the  maander
system  mentioned above.  Wastewaters from the entire treatment system are discharged
from Outfall  002 to flrten-r Creek.  TSS limits are based on BPT Guidelines and'copper,
zinc, lead, mercury, and cadmium  limits on BAT, for Subpart J, Copper, Lead,, Zinc,
Gold, Silver  and Molybdenum Ores Subcategory (40 CER 440,102(b),  440.103(b)).   BOD-5
and temperature limits  are BPJ as per the Missouri  DNR "Effluent Regulation"
10 CSR  20-7.015(2)(c):   If there are no standards  available or applicable,  specific
parameter limitations will  be set by the DNR using  best professional judgment.
Biomonitoring requirements and a BMP plan are not included; however the permit
contains a  standard reopener clause.
Effective Date:
Expiration Date:
June 8, 1984
June 7, 1989
Abstract Date:
Final Permit
 May 1, 1986
                               EFFLUENT LIMITS (FINAL)

MD0001881:  Frank R. Milliken Mine and Mill (Ozark Lead Company)

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                       Monitoring

Flow
BOD-5
TSS
PH
Flow
TSS
Copper, Total
Zinc,
Lead,
Mercury, "
Cadmium, "
Temperature
PH










• .'.-..
001 :monitor only*
:30/45 - mcr/1*
:60/80 " * .. ,
:6. 0-9.0 *
002 :monitor only
:20/30 mcr/1
:0. 15/0. 30
:0. 50/1.0
:0. 30/0. 60
:0. 001/0. 002
:0. 05/0. 10
: — /90 F in receiving water**
:6. 0-9.0
• ...- t ...„!•
• - ' ' ' ' " '
• ' -.--,.
• * - . • - ' :
m '•"'".'
• , . . -....'-.
• " . .. - ' - , ,1S '...;,.
: • . - - ' '•.'.•'"..,..
• ... :.:•:-..:. - '
: . '••-..... ,:-... •:.. ..
• • '
• . t -• . - .
: -." - ' "'•'. ' '. ' • •'. ••:"•

l/y
11
ti
it
1/m
. . it
.
M
It
it
l/y
l/q
1/m
tl











24hr total
grab
ii
. H
24hr total
grab





grab
H









• • , "•,-..
 *Monthly average/weekly average
**Discharge shall not raise temperature of receiving water by more than 5 F.

-------
M00002411:  Vickers Corporation, in Joplin, manufactured hydraulic pumps and motors
(SIC 3561) and was in the Electroplating Category (40 CFR 413),   As of December, 1987,
manufacturing operations ceased and the permittee has requested to pump the, stormwater
that has accumulated in two of their impoundments to the city sewer.  Until the final
decision  is made by the  City  of .Joplin, a NPDES permit was requested  in the event a
discharge occurred due to a large rain event or a denial by the City.   Uncontaminated
stormwater runoff and contaminated stormwater from the surface impoundments will be
discharged to an unnamed tributary to Turkey. greek, via Outfall001.  Any discharge
from the impoundments is treated bv carbon adsorption.  Uncontaminated stormwater is
discharged through Outfall 002 to an unnamed tributary to  Short Creek.  Effluent
limitations are based on EP£.  The permit contains a reopener clause pertaining to :--„,
unaddressed discharge conditions and pollutants.
Effective Date:  December 4, 1987
Expiration Date:  March 3, 1992
                          Abstract Date:
                             ;    Final Permit
                             January 13, 1989
                               EFFLUENT LIMITS (FINAL)
MOOQ02411:  Vickers Incorporated
       Pollutants
Outfall
Avq./Max. Limits and-Units
                                                                          Monitoring

Flow
BODS
COD
TSS
Oil and Grease
Zinc (Total)
Zinc (Dissolved)
Barium (Total)
Cadmium "
Cvanide . "
Chromium "
Nickel "
Lead
Arsenic "
Carbon Tetrachloride ,
1 , 2— Dichloroethane
1 , 1 . 1-Tr ichloroethane
1,1-Diehloroethane
2-Chloroethvlvinyl Ether
Chloroform
1 , 1-Dichloroethvlene
1 , 2-Transdichloroethylen
Ethylbenzene
MethyJLene Chloride
Tetrachloroethvlene
Toluene
Chloroethane
Vinyl Chloride
Trichloroethylene
pH


: • •'-.; - -. • - • - • . ".-''!-•--•.•
00.., 002 : monitor onlv
















__...-
•
.












n / . - -. - -
60/90 ma/1
30/100 "
10/15 "
monitor only

n ,.- \
n - •:"•.'- ' •. , ' .. . -
n- •-.-•. -.•.••--•- .• ,-.
1/w 24 hr total
: 1/m arab
. n n
.n n
. n n
• I/a : "
. n n
. " n
• . •- . n '. h
' -''.''•'• i '-" --.'••- n "
-" ' • - - ..-•-. - _•-•-• » n n
n ' •- • .-'•.'.•'•..- ' • . n n
" . . .-.••.•.,-. •' •• V " n
..** ; • ' ,'','•'• '.""-. . n • - n .
"' "'•• ': ':.:. ' :
n- .:.."'.-
—/O.I ma/1
0.1/0.1 "
monitor only
n - . •• :
0.05/0.05 ma/1
0. 1/0.1 "
monitor only

n • • ••..--
' n ' - - , •
0.1/0.1 ma/1
0.05/0.05 "
0.05/0.05 "
6.0 - 9.0 .

• . • w • n. • . •
. . n ' n ,
. n \ n , •.
9 n i?
. n it
. n n
. w • n
9 n n
. n ti'
. " "
. n n
' • ; '-'- . n it •-•-•.'
— n •!!
. it n
. n n
•1/m n
•• • . •• -'.". •.. ' ' •.
- ' -• : - - " ' '- '. •' '' "•.'••:'-< - '
 *Monthly Average/t)aily Max

-------
M00002534:  The National Starch and Chemical Corporation, located in North Kansas
Cityr produces modified corn starches and animal feeds  (SIC 2046) and is in the grain
Kills. Category  (40 CFR 406; Subpart A - Corn Wet Milling). .Barometric and steepwater
condenser wastewater  is discharged untreated at a rate of 5-7 MOD to the Missouri
Riy£L via Outfall 001.  The proposed biological treatment facility is required,to be
operational by January 1, 1988.  Effluent limitations are based on the .effluent   ,
guidelines 40 CFR 406.12 (SET)  and BPJ.   The permit contains a reopener olays_e for •
changes in discharge  conditions and pollutants not presently  addressed.
Effective Date:  November 21, 1986
Expiration Date:  November  13,  1991
                                            Final Permit
                        Abstract  Date:   January 13, 1989
                                EFFLUENT LIMITS .(FINAL)

 M00002534:   National Starch and Chemical Corporation   ,,

        Pollutants         Outfall      Ava./Max.  T.imits and Units
                                               Monitoring
 Eli
001
                                  tinonitor only.
                                                                               hrtotal
                                  ; 2448/7343   Ib/d
                                                 24-hr comp
                                  ;2937/11.748
       iture
      ;not to violate Water Quality Standarclj-
                                                                               grab
                                  :6.0 - 9.0
  *Monthly AverageA)aily Max.

-------
M00004782;.  The McDonnell  Aircraft Company,  manufactures military aircraft (SIC 3721)
at-their-facility in St. Louis. ,No Point Source Category exists  for  this industry.
There are eight outfalls  (001, 002, 003, 004,  005, 006, -007,  010) that discharge
approximately 1.5  MGD of untreated stormwater runoff and/or non-contact cooling, water
to Coldwater Creek.  Effluent  limitations  represent  BAT/BCT and are based on BPJ.
Quarterly 24-hr acute toxicity tests, using fathead minnows*  are  required on a
rotational basis  (i.e. one  test/outfall).  Mortality  is not to exceed 10% in 100%    .,
effluent.  Should  10% mortality result in the control, the test will be considered   r
invalid.  Cue retest is allowed if the test .organisms  exhibit mortality in excess of
10%.  A reopener clause is in the permit, addressing changes  in discharge conditions
and pollutants.          .                                  .
Effective Date:  July 1, 1988
Expiration Date:  June 30, 1993
                          Abstract Date:
                                 Final Permit
                             January 16, 1989
                               EFFLUENT LIMITS  (FINAL)

M00004782:  McDonnell Aircraft Company (Page 1 of 2)
       Pollutants
Outfall
Avq./Max. Limits* and Units
Monitoring
Flow
COD
Chromium
Copper


(Total)
n



"
001



: monitor
: 30/45
: 0.10/0.
: monitor
only
ma/1
15 ••"
only

(1
10


24/186
.4/0.6


Ib/d)
" )

1
•
*
•
•
/m
1/n
>n
n
24-hr total
[i grab
24-hr comp
n
Oil and Grease
Temperature
Ammonia
DH
Flow
COD
Chromium (Total)
Copoer •"'
Oil and Grease
Temperature
Ammonia •>.'•..:•(."
DH
Flow
COD
Chromium (Total)
Copper "
OiJL and Grease •
Temperature
Ammonia
pH
Flow
COD
Chromium (Total )
CoDDer "
Oil and Grease
Temperature
Ammonia
Total Residual Chlorine
pH

:5/10 md/1
	 . **
: monitor onlv
. ***
002,004 : monitor onlv
: 30/45 ma/1
: 0.10/0.15"
: monitor only
; ;:5/10 ma/1
. **
: monitor onlv
. ***
003 :monitor onlv
: 30/45 'ma/1
: 0.10/0. 15 "
: monitor onlv
:5/10 ma/1
. **
: monitor only
. ***
005 : monitor onlv
: 30/45 ma/1
:0A10/0.15 "
: monitor onlv
:5/10 ma/1
. **
:monitor onlv
• . "
. ***
:
(21/42 Ib/d)



•' ''V ' : "-• •• - -
(39/59 Ib/d)
(0.13/0,20 " ) '<.'

(6.5/13 Ib/d)

, - i '
i'~ '.,* \ - .'

(121/182 Ib/d)
(0.40/0.61 " )

(20.2/40.5 li»/d)




(21/32 Ib/d)
(0.07/0.11 " )

13^5/7*1 Ib/d)





: " grab
\ n a
' •, n . - n " '
. n it
l/m_24-hr total
:l/m grab
- : " 24~hr comp-
. n n
; " grab

. n . • ' it .
" . ".,:'/. n ".."•-
1/m 24-hr total
:l/m grab
: " 24-hr comp
. n n "
: " grab
. n n
. n '• • ' n
. n it
1/m 24-rhr, total
:l/m grab
: " 24-hr comp
. n n
: " grab
. it n
. n ' it
.it n.
. n n' ,
: . ' -
  *Monthlv Averaae/DaiIv Max.
 **Ambient stream temperature not to vary more than 5 F and not to exceed 90 F.
***No less than 6.0 and no greater than the oH of the intake water.  	   •'

-------
M00004782:  The McDonnell Aircraft Company,  manufactures military aircraft (SIC 3721)
at their facility in St. Louis.  No Point Source Category exists for this  industry.
There are eight outfalls  (001, 002, 003, 004, 005, 006,  007, 010) that discharge
approximately 1.5 MGD of untreated stormwater runoff and/of non-contact cooling water
to Coldwater  Creek.  Effluent  limitations  represent  BAT/BCT and  are based  on BPJ_.
Quarterly 24-hr acute toxicity tests, using fathead minnows, are required on a
rotational basis  (i.e.  one test/outfall).  Mortality  is  not to exceed  10% -in 100%
effluent.  Should 10% mortality result in the control, the test will be considered
invalid.  One retest is allowed if the test organisms exhibit mortality in excess of
10%.  A reopener clause is in the permit, addressing changes in discharge conditions
and pollutants.
Effective Date:  July 1, 1988
Expiration Date:  June 30, 1993
Abstract Date:
    Final Permit
January 16, 1989
                               EFFLUENT LIMITS  (FINAL)

M00004782:  McDonnell Aircraft Company (Page 2 of 2)

                          Outfall  :    Avg./Max. Limits* and Units
                      Monitoring
•
Flow : 006
COD :
Chromium (Total) :
Copper " :
Oil and Grease :
Temperature : ,
Ammonia :
P*f "
Flow : 007
COD
Chromium (Total)
Copper "
Oil and Grease
Tempe r,ature
Ammonia :
Total Residual Chlorine :
pH :
Flow : 010
COD :
Chromium (Total) :
Copper " :
Oil and Grease :
Temperature :
Ammonia :
Total Residual Chlorine :
pH :
•

•
»
•
*Monthlv Averaae/Daily Max.
•
: monitor only
: 30/45 ma/1
:0. 10/0. 15 "
:monitor onlv
:5/10 ma/1
: **
:monitor onlv
. ***
: monitor onlv
: 30/45 ma/1
-.0.10/0,15 "
,:monitor onlv
:5/10 ma/1
. **
:monitor only
n
. ***
: monitor onlv
-.30/45 ma/1
:0. 10/0. 15 "
: monitor onlv
:5/10 ma/1
. **
: monitor only
"
. ***
•
•
•
•
•



(6.5/9.7 Ib/d)
f 0.02/0. 03 " )

(1.1/2,2 Ib/d)

• . • .


(117/176 Ib/d)
(0.39/0.59 " )

(19.5/39 Ib/d)





(119/178 lb/dr
(0.40/0.59 " )

(20/40 Ib/d)










•
'' m ,,,...,,,.,.
1/m 24-hr total
:l/m .arab
: " 24-hr comp
. n . • n
*
,.,.: " arab
.'.. • " • -' " • '-..... '
. n • "-,"',. '•
, • " "
1/m 24-hr total
: 1/m arab
: " « 24-hr comp
• . n n
• , , , f-, -T- ' '
: " drab
• '.•••• n . . • n •••••'.
.,....- .
, n • •' n -
', -,,rl*-rl-W-l 	 : 	
. • . n ti
I •'---,-,•' " '
; n n
- • 	 T-, 	 —
1/m 24-hr total
, :l/m arab
: " 24-hr comp
. n n
: " arab
; n II
.it n
. 	 L^j 	 '. 	
. ft W
. n n
* . •
• ' < .
*
a
• • ' "•""",'

 **Ambient stream temperature not to vary more than 5 F and not to exceed 90 F.
***No less than 6.0 and no greater than the pH of the intake water.         	i.

-------
M00004863:' The as. Department of Enejgy. facility in Kansas City is operated by the
Bendix Corporation to produce non-nuclear weapons components involving machining,
plastics fabrication, plating, and electrical and mechanical assembly  (SIC 9711,
National Security).  No effluent guidelines category exists for this industry.  Pour,
Outfalls discharge non-contact cooling water, fire sprinkler water, air dryer and  ,
vacuum pump discharges, stormwater  drainage, and groundwater infiltration. Outfall 001
discharges to the Big Blue River and Outfalls 002, 003, and 004 empty into Indian
Creek.  The effluent limitations are based on the previous permit and BPJ.  The
previous limitations were BAT and based  on State water quality standard 10 CSR 20-
7.015(3)(C), which  requires no discharge  of process wastes to  a "protected stream,"
except for uncontaminated cooling water.  The permittee is to maintain the on-going
implementation of the approved BMP Plan.
Effective Date:  July 17, 1987
Expiration Date:  April 14, 1992
                          Abstract Date:
                                 .Final Permit
                             January 13, 1989
                               EFFLUENT LIMITS (FINAL)
M00004863:  U.S. Dept. of Energy
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow - -". 001 - 004:monitor only ' 1/w
TSS (intake & effluent) : " -2/111
Temperature

pH

PCBs
Aluminum
Barium
Iron
Mercury
Nickel







	 : 	 : 	 J 	 _J 	 1 _J 	 !
: not to exceed State Water Quality : "
:Standard 10 CSR 20-7.031 :
:no lower than 6.0 and no higher than : "
:the pH of the intake water . :
: no discharge allowed ': "
:monitor only :l/m
. n , . n

; " . "
. n . n
24 hr total
24-hr eomp
grab

--.:'.• n, . ;• .

24-hr comp
grab
n
n
• n
n
•':---' .••.....-' : '
!"'•-• .'.-••- . ' •- - ;
: ;,-.. • ' •' . • . :
: - • • • • • - :

"':•'••• * '.-.-•: :
. • • . M
; . •"•-'."-••.• ..
o . - ' • - •;..'-' ' • • .
...... ,.'•'• e ' '. , • ' ' ' -
	 : 	 : 	 « - . - - . . ..--...• ,'•;••
*Monthly Average/Daily Max. ' ;









-------
M00093521:  LoxcreenCompany, Inc. located in Hayti,  Missouri,  mariufacturesj and
fabricates anodized painted and non-ancdized aluminum products (SIC 3354) and has a
single discharge point (Outfall 001) to an unnamed tributary to Ditch #4,.Little
River, Ditches Basin.  The facility is in the Aluminum Forming Category. (40 CFR 467).
Outfall 001 consists of process wastewater and boiler blowdown from two bpsrations,
reporting the following average flow rates:  paintline - 4,000 gpd; and ancxiizing -
8,000 gpd.   Treatment processes include chromate reduction, pH adjustment, :
precipitation and clarification.  Sludge is dewatered by pressure filtrat5.on followed
by landfll.iTng.  Effluent limits on total chromium, cyanide, zinc and aluminum are BAT
effluent guideline limits.  A BMP Plan and biomonitoring requirements are not included
in the permit; however, a sediment analysis below the outfall for chromium and zinc is
required each year.
Effective Date:  October 12, 1984
Expiration Date:  October 11, 1989
Abstract Date:
Final Permit
 May 3, 1985
                               EFFLUENT LIMITS (FINAL)

M00093521:  Loxcreen Company, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units

Flow
Chromium, Total
Cyanide, " **
Zinc,
Aluminum, "
TSS
Oil and Grease
Chromium, Hexavalent
Cadmium, Total
Copper, "
Nickel, "
Ammonia as N









"
001


. .

.
















report . . . .
0.13/0.32 Ib/d (1.3/3.2 mg/1*)
0.09/0.21 " (0.91/2.1 . " *).•
0.45/1.07 .". (4.5/10.7 " *).
2.29/4.70 " (22.9/47.0 " *)
30/45 v ma/1 ......;...
— /15 ';.,..",, 	 	 •. ;
report _....' . . 	
11 . . . • 	 ..,
If
11
11


..

.





1/q
1
t

I

1
1/Y

i
i
1/q










24 hr total
grab


" • :
.: ,'.'''.•':.


It
M
11

'








  ^Equivalent concentrations based on .Q12 mqd flow, but not included in the permit.
 **If first sample per calendar year shows concentration less than,0.07 mg/1, and
   cyanide certified not used in  the aluminum process, no further monitoring is
   required for that year.	•	

-------
MS000019i:  The International Paper Company facility at Vicksburg; is in the Pulp. Paper
Paperboard Category (40 CFR 430;  Subparts A)  and produces  chemical cellulose pulps and
paper pulps from wood .utilizing  the Kraft and  fourdrinier processes  (SIC 2631).   The
production rate for:unbleached kraft container board: is 1497:tons/day. .The  mill
discharges into the Yazoo River from two  outfalls: 001 consists of plant process
effluent from power and recovery boilers,  wood pulping, paper  machines,  and  a caustic
plant; and 002 discharges noncontact cooling water.  Prior to discharge, the process
wastewater is treated by primary settling/aeration, facultative extended aeration, and
pH adjustment.  Outfall 002 is not treated. -The mass  limits are based on the BPT
effluent guidelines.  ,No biomonitoring is required, however  the,permit does,  contain a
reopener clause.   .                      •
Effective Date:  October 30, 1987
Expiration Date:  July 30, 1992
Abstract Date:
  Final Permit
March 20, 1989
                               EFFLUENT LIMITS (FINAL)     ,    ,

MS0000191:  International Paper Company           .;

       Pollutants         Outfall      Ava.ytaax.  Limits* and Units
                  Monitoring

Flow
BODS .....__,
TSS
pH
Flow
Temperature










•" ^




• •- .', ' •' '• .: /' - .' •'

001

. -

002
•

•
.
•








.



• ' '-•")••
monitor only
3803/7605 ka/d
8148/16.297 "
6.0 - 9.0 "
monitor onlv
— /120 F












t • •


.••-"--,.- -••.••••.•-* • — ,-• ',''."•. .
• : ' '• ' ..'''' ; '
^continuous
2/w arab
It M ' .•' ,
n n
continuous •
: n .,-...
















 *Dailv average/daily maximum

-------
MS0000213:  The International Paper Company,  in Natchez, is  in the gulp.;Paper... and.
Paperboard Category  (40 CFR 430; Subparts F & G) and produces chemical cellulose  ':.-.  '
pulps and paper pulps from wood utilizing  the Kraft process,  including chipping, ,
digesting/ screening, bleaching, sheet drying,  and  sheet finishing  (SIC  2631).  The
production rate for dissolving  kraft is 619 tons/day and 628  tons/day for marketing
bleached kraft.  The total plant discharge is released into the.Mississippi River via
Outfall 001.  Treatment consists of screening,  primary settling, activated sludge.
secondary settling, and vacuum  filtration.  Wasted .sludge is  either .incinerated or
landfilled.  Effluent limitations are based on  BPT  effluent- guidelines.  The permit
contains a standard  reopener clause.                   ,           ;f         :  ,V  ."/•';•
Effective Date:  Septeirber 3, 1987
Expiration Date:  June 30, 1992
                             Abstract Date:
                                       , Final Permit
                                      March 17, 1989
                               EFFLUENT LIMITS  (FINAL)

MS0000213:  International Paper Company

       Pollutants         Outfall
            Ava./Max. Limits* and Units
                                        Monitoring
Flow
001
;monitor only
                                                                        continuous.
BOD5
      :11.776/22.619   ka/d
                                       3/w 24-hr  comp
TSS
                                  ! 21.393/39.734
EH.
      :5.0 - 9.0
                                                                              arab
  *Daily average/daily maximum

-------
MS0000574:  Mississippi Chemical Corp., located inYazoo.City, Mississippi, is in the
Fertilizer Manufacturing Category (40 CFR 418),   The facility manufactures nitrogenous
fertilizers (SIC 2873) including ammonium nitrate (2035 tpd), urea  (460 tpd),  nitrogen
solutions (1990 tpd),  and anhydrous ammonia (1200 tpd).  Outfall 001,  the main
discharge, consists of 14.35 mgd of effluent from Outfalls 101 and 102, cooling tower
blowdpwn, and noncontact cooling water; Outfall 101 consists of process wastewater
(0.599  mgd)  which is collected in an equalization basin before, treatment by an
ion exchange unit, and Outfall 102 consists of  sanitary wastewater (0.129 mgd).
Outfalls 003 and 103 consist of sanitary wastewater with  flows of 0.013 mgd and 0.0046
mgd, respectively.  Sanitary wastewater is treated by an activated sludge package
plant.   Discharges are to Martin Creek (001,  003) thence  to Piney creek (103) thence
into the Yazop River.   Limitations for Outfalls 102, 103,  and 003 are based on
Mississippi water cruality criteria for sanitary wastewater treatment.  Limitations for
Outfall 001 are based on water quality criteria for the protection of Piney Creek as
modeled by computer programming.   Outfall 101 limits are based on BftT effluent
guidelines for the ammonium nitrate, urea, and nitric acid subcategories
(418.33(a)(b), 418.43, 418.53 FR vol. 43. No.  81, J^pril 26, 1978), using the
production rates reported above.  The permit contains a condition for pH limitations
under  continuous monitoring (40 CFR 401.17).   Biomonitoring and a BMP plan are not
required. '     •   .    '   .      -.    ' .' "        •   --  -  --Y-  -.;. ; '';.•:.-..'''••      '.  -v
Effective Date:  January 15, 1985
Eviration Date:  December 31, 1989
                             Abstract Date:
    Final Permit
January 22, 1986
     '                        y EFJEljQENT LIMITS (FINAL)

MS0000574:  Mississippi Chemical Corp.
       Pollutants
Flow
  Outfall     Avg./Max. Limits*and Units
:   001   :report          .
    Monitoring
 :continuous
BOD-5
Ammonia as N
Dissolved Oxygen
Chromium, Total
Temperature
pH
Flow
TSS
Nitrate as N
Organic Nitrogen (as N)
Flow
BQD-5 _
TSS
Residual Chlorine
pH
Flow
BOD-5
TSS
Residual Chlorine
pH
:545/1227 kg/d (10/22.6 mg/1**)
:432/1023 " (7.9/18.8 " **)
:> 6 mg/1
• * . • ' • '
:~/32.2 C
:6.0 - 8.5
101 :report ,
: " T • -••• - ' •:'••'. . --'••.
s 171/530 kg/d (75.3/233 mg/1** V
, :140/263 " (61.7/116 " **)
102,103 :report
:30/45 mg/1
:30/45
:0. 1-1.0 "
:6,0 -8.5
003 :report
:30/45 mg/1
:30/45
:0. 1-1.0 "
:6.0 - 8.5
:3/w 24 hr comp
. ii n
: " grab
:l/w 24 hr comp
: continuous Y
.:'- "•" - " .- -
• ':'-.. " ; • ' . '.
:2/m 24 hr comp
.n »
• - H n
:l/w instant
:l/m 8 hr comp
. « -n
:l/w grab
:l/m "
:continuous
:l/m 8 hr comp
. »
:l/w grab
:l/m "
 *Daily average/daily maximum
  Equivalent concentrations based on 14,35 mgd (001) and 0.59.9 mgd (101) flows, but
  not included in permit.                      	          ••   ''••...".'"-    •

-------
MS0000671:  Textron Inc., Randall Division,  in Grenada,:, is in the Metal Finishing
Category (40 CFR 433,  Subpart A)  and manufactures automotive, wheel trim  (SIC 3117).
Process wastewater is treated by chromium reduction, flocculation.  and sedimentation
before being discharged via Outfall 001 to Riverdale Creek and ultimately to the
Yalobusha River.  The effluent limitations were derived using  the effluent guidel ines.
Quarterly chronic toxicity tests,  using Ceriodaphnia and fathead  minnow larvae  in
serial dilutions, are required at Outfall 001. After the  first year,  testing may be
reduced to semi-annually and the permittee may request that only one species (the most
sensitive)  be used for testing.  Should the State determine the effluent to be
chronically toxic, the permittee may be required  to perform a Toxicity Reduction
Evaluation.  The permittee must submit a Solvent Management Plan within 60 days and
upon approval must certify that there is nb dumping of concentrated toxic organics
into the wastewater.  The permit, also contain a standard  reopener clause.
Effective Date:  June 8, 1987
Expiration Date:  June 7, 1992
                              Abstract Date:
                         Final Permit
                       March 20,  1989
                               EFFLUENT LIMITS (FINAL)
MS0000671:  Textron, Inc., Randall Division
       Pollutants
Outfall
Limits* and Units-
<-. Monitoring



INTERIM LIMITS EFFECTIVE UNTIL FEBRUARY 14. 1989
Flow : 001
Hexavalent Chromium :
TSS :
Oil-and Grease :
Copper (Total) :
Silver " :
Cadmium " :
Lead " :
Zinc " :
Total Toxic Oraanics :
Nickel (Total) :
pH :
Chronic Toxicity :
Dissolved Oxygen :
FINAL LIMITS EFFECTIVE FEBRUARY
Flow : 001
Total Chromium :
Hexavalent Chromium :
TSS :
CotJoer (Total) :
Silyer " :
Cadmium n :
Lead " :
Zinc " :
Total Toxic Oraanics :
Oil and Grease :
Nickel (Total) :
pH 	 ;
Chronic Toxicity :
Dissolved Oxvaen :

:monitor only
:0. 17/0. 35 ka/d (Oi05/0.10 ma/
: 104. 6/209. 3 " (30/60
: (10/15 "
: (2.07/3.38 "
• (0.24/0.43^ •"
: (0.26/0.69 "
: (0.43/0.69 "
:5. 2/9.1 ka/d (1.48/2.61 "
.__/7.4 " v (— 72.13. "
:8.3/13.9 "• (2.38/3.98 "
:6.0 - 9.0
:NOEC > 35% effluent
:5.0 ma/1 minimum .
15. 1989
: monitor only '
: 0.699/1. 40 ka/d (0.370/0.740
: 0 . 061/0 . 121 • : " (0.032/0.064
: 56. 7/113. 5 " (30/60
:0. 036/0. 072 " (0.019/0.038
: •••-..-. (— / < 0.01
:0. 004/0. 008 ", (0.002/0.004
:0. 008/0. 015 " (0.004/0.008
: 0.255/0. 511 " (0.135/0.270
: ,...,.• (— /2.13
:18. 9/28.4 " (10/15 ,
:0. 308/0. 617 " : (0.163/0.326
:6.0 - 9.0
:NOEC < 35% effluent '
:5.0 ma/1 minimum
: '
; ^continuous '
'!) :l/w 24-hr comp
\ ^ n n
) :l/v
V : " "
) ." "
) . " n
v ..*••-.. - • -
x ; n ii

\ . n n - ... •
1 . .: ... 	 : 	 .-.-..
:l/w arab '-•'.
:l/a
:l/w arab

icontinuous
ma/l):l/w 24-hr comp
n )-.."' n
J ._:. 	 • —
- Isl/v
n \ . n it ... . •
I . j 	 : 	 ,j_i 	 : 	
n ) . n n
ii \ . n n
n ) . n "
n ) . " • »
« >S »
n \ . n i>
1 . .__: 	 ^ 	 	
:l/w arab
:l/a
:l/w arab

*Daily averaae/daily maximum

-------
MS0001775:  Morton Thiokbl.  Inc; of Moss Point,  is  in  the Organic Chemicals, plastics,
and Synthetic Fibers Category  (40 CFR 414), and manufactures 100,000 Ib/d of
polysulfide, polyurethane, and polybutadiene rubbers; acrylates; and miscellaneous
chemicals  (SIC 2822,2819, 2821, 2869).   Wastewaters are collected separately through
put the plant.  Non-process wastewaters consisting of  0.86 MOD cooling water and    ,
stormwater runoff (Outfall 001) are joined by the effluent from an aerobic sanitary
sewage treatment unit (Outfall 002), and sent  to a polishing and equalization pond.  *
thence to the Escatawpa  River.  All process wastes are collected in a lagoon and
disposed of by injection into subsurface waters.  This permit is based on HPJ in.the
absence of promulgated effluent guidelines.  Results of water quality modelling
performed  on the Escatawpa River  allocated 100 Ib/d BOD and no ammonia to Thiokol.
COD is based on  a COD:BOD ratio of 5.0,  with a variability factor of 1.5 for BOD
and,COD.  TSS is present in significant amounts only during rainfall events and has a
variability factor of 2.0. Secondary treatment limitations are used as the basis for
Outfall 002 requirements.  Several special conditions are applicable to the subsurface:'
disposal system:  1) all process wastewater containing pollutants must be discharged to
the system; 2) Thiokol must provide adequate pretreatment of process water prior to
injection such that the injected waste will be compatible with the physical, chemical,
and biological characteristics of the receiving aquifer; 3) the maximum allowable
bottom-hole pressure during the injection must be 0.55 psi/foot of depth of the bottom
end of the injection pipe; and 4)  Thiokol must monitor  water quality and pressure in
the injection zone arid aquifer above ,the injection zone in accordance with a specif ied
schedule.
Effective Date.:  September 1, 1986
Expiration Date: .August 31, 1991

          ....-	          EFFLUENT LIMITS  (FINAL)

MS0001775:  Morton Thiokol, Inc.
                                                Final Permit
                              Abstract Date:  March 24,1989
       Pollutants
Outfall
Avg./
Limits* and Units
Monitoring
Flow
BOD5
TSS
COD
Temperature -
Dissolved Oxyaen
pH
Flow
BOD5
TSS
Chlorine Residual
Fecal Coliform
pH








-.. ooi

- :



'
002
-









.


monitor only
45/68 ka/d
91/182 "
227/340 "
— /39 C
5.0 ma/1 minimum
6.0 - 9.0
— /0.0075 MOD
— /30 ma/1
— /30 "
— /l.O ' " •
— /400 #/100 ml
6.0 - 9.0





• •

•
:continuous
:3/w 24-hr comp
. n ' -. n -
. n . .'•«.'•',
{continuous
: 3/w arab
; :continuous
:3/w instant.
:l/m 24— hr comp
. n ' n
:5/w arab
:l/m "
:3/w "
• • ..
•
• - "
m ' '
. ; • . ;
•
'• £
. ' • " • ' •
 *Dailv average/daily maximum

-------
MS0001783:  Bryan Fbodsy Inc. of West Point,  Mississippi,  is in Subpart D,  High-
Processing Packinghouse Subcategory of the Meat Products Point Source Category (40 CFR
432).  The facility processes beef and pork consumer products (SIC 2011)  from on- arid
off-site slaughtered animals, producing 1,577,699 liveweight pounds per day.   Plant
operations result in a single discharge from Outfall 001 to an unnamed tributary,
thence into Town Creek/ thence into Tibbee Creek, consisting of treated wastewater
from sanitary, cooling, boiler blowdown, and process wastewater (2 mgd). Treatment
includes an anaerobic lagoon followed by a two-stage activated sludge plant,  followed
by  chlorination and post-aeration prior to discharge.   Limitations for TSS and fecal
colLform are based  on EPT effluent guidelines  (40 CER  432.42(a)).  TSS limits were
calculated based upon the liveweight kill rate mentioned above.  All other  limitations
are based on Mississippi water quality criteria, calculating equivalent  mass limits
using the daily average flow of  2 mgd.  A new on-site clarifier with adequate capacity
for the facility is required as an improvement.  A BMP plan and biomonitoring
requirements are not included, but the permit contains a standard reopener clause for
modification if more stringent limitations are promulgated after the permit issuance
date.                              -   -  ,   •.."••'.-'-,•     .- .' .'..•  :
Effective Dates  August 15. 1984
Ejqpiration Date:  March 31, 1989
                                   Final Permit
               Abstract Date:  January 15,  1986
                               EFFLUEOT? LIMITS (FDJKL)

MS0001783:  Bryan Foods, Inc.

       Pollutants         Outfall
Avg./Max. Limits*and Units
Monitoring

Flow
BOD-5
TSS
Ammonia, Nitrogen
Oil & Grease
Fecal Coliform
Dissolved Oxyqen
Total Chlorine Residual
Temperature
m












...
001









.
.










-..'•' !
report
114/227 kq/cl 15/30 mcr/1
222/444
45/91 " 6/12 mg/1
76/152 " 10/20
— /400 per 100 ml
>5.0 mcr/1
0.1 - 1.0 "
— /32.2 C
6.0-8.5







=
,



- • .
continuous
1/w 24 hr comp
11 tl .
II « . ' - .
_ . . .
" ^jrab
. ti . ....... ..• , ...
" '
H
," • - . • .
ti


• : ..-. ' • '.••• .;









*Daily average/ daily maximum

-------
 MS0001970:  Vista Polymers in Aberdeen, is in "the Organic Chemicals. Plastics... and
 Synthetic Fibers Category (40 CFR 414).  The production capacity at  the facility  is as
 follows:  480 million pounds/year'.of P\C resin;  73 niillion,pounds/year of PVC dry
 blend;  65 million pounds/year of PV2 compound; and  25 million pounds/year of
 Plasticizer  (SIC 2821,  2869).   There are four discharges  to James  Creek.  Outfall 001
 consists  of  1.47 MOD of process wastewater treated by an API  separator. settling     •
 basing,' and  aeration  lagoons.   Outfall 002 discharges  0.12 MGD of  stormwater r,unoff;
 Outfall 003  is ,0,38 MGD of stormwater and once-through cooling water.  Stormwater and
 cooling water is treated by sedimentation.  Outfall 004 consists of 0.048 MGD of
 untreated stormwater  and once-through  pump seal  water. "The, basis  for  the BPJ;
 determinatibn of the  effluent limits ;at Outfall 001 are results .from an organic   - :
 loading mod^l. developed for the,James  Creek  area and EPA  publications  on the, level of
 risk associated  with  priority pollutants.  Effluent limitations  for  002 and 003 are a
 BPJ determination of  BAT.  Chronic toxicity  tests.  usina-Ceriodaphnia  and fathead•.=•
 minnow larvae, are required at  Outfall 001.  Testing must be done on a quarterly basis
 for the first year and semi-annually,  thereafter.  The semi-annual tests may alternate
 test species, rather than  using both species each testing period.  The permit also
 contains  a standard reopener clause.
Effective Date:  May 1, 1986
Expiration Date:  March 31, 1991
                 Abstract Date:
 "Final Permit
March 20, 1989
                               EFFLUENT LIMITS  (FINAL)
MS0001970:  Vista Polymers
       Pollutants         Outfall
Avg./Max. Limits* and Units
  Monitoring
Flow
BODS (winter)
(summer)
COD (winter)
(summer)
TSS
Temperature
Ammonia
Bis (2 ethyihexvl) Phtha
Di-N-Octvl Phthalate
Vinyl Chloride
pH ' ' ': '
Flow
Temperature
TSS
Chromium (Total) .**
Zinc " **
Chlorine . Residual **
DH
Flow
Temoerature
DH


001 :monitor onlv
: 196/364 kg/d (32/43 mg/1)
:163/338 " (26.5/40" " )
: 664/1233 " ""*
•551/1147 " " ' ' '
:306/635 "
:— 735 C ••,-:-"•
:6.1/12.7 kg/a
.ate : monitor only '- •
. n ' -.••..'--,•• - " :-
•'•• : - " '•'" • .•.,"•• ".
:6.0 - 9.0
002, 003:mohitor only '
:— /35 C
: 100/200 mg/1
si. 0/2.0 •••«•--- ,
:0.5/1.0
:0.2/0.2
:6.0 - 9.0
004 :monitor only
:— /35 C : , ' '
:6.0 - 9.0


*Dailv aver age/dailv maximum
Continuous
:l/w 24-hr como
. n n .
, - -... ;-/;- -„. . ..,/ .„,-
• . n ; - -•,••• ii
' .' .-:' II • " -'- ; It ,
• • " grab
: " 24-hr como
" " T / ' '' * 1! ' ' "
•- •••: . 'n ' •-- .n-: ..
: " grab

:2/m instant.
: " drab
: " COIIID
;l/m grab 	
. n n
."n n
• •..'. n ' n
:2/m instant.
: " grab :"."

.' • ."
"'.'•-. ,".. ' •-.-••' '• -

**Limited onlv when materials containing these txallutants are added to the Cooling
  water.

-------
MS0002020:  Sterling Drug, Inc. located in Gulfport,  Mississippi,  is engaged in
pharmaceutical manufacturing and packaging where products are manufactured from
inorganic materials  (SIC 2834).  Products produced include:   milk of magnesia,
laxatives and antacids, magnesium hydroxide cakes and powders,  and aluminum  hydroxide
cakes.  The facility is in the Pharmaceutical Manufacturing Category (40 CFR 439) and
there is one discharge, from Outfall 001, to an unnamed tributary to Brickvapd Bayou.
The discharge consists of process wastewater generated at filter presses  (140,000 gpd)
and rinse water  from tank washings (10,000 gpd) and wastewater from both sources is
collected in an equalization basin followed by flocculation, settling and pH
adlustment.  Effluent  limitations in the permit are based on BPT effluent guidelines
in the Mi^dng/Ctompounding and Formulation Subcategory (Subpart D).  Due to the
presence of aluminum and sulfate, monitoring requirements have been imposed on these
parameters although  they are not limited by national guidelines.  If the manufacturing
process is altered such that cyanide is added or becomes a by-product of any product,
notification within  60 days  is required  so the permit may be modified to include
limits and monitoring requirements for this parameter^  There is no biomonitoring
reqirement or BMP Plan included in the permit.
Effective Date:  June 1,  1984
Expiration Date:  March 31,  1989
                               Abstract Date:!
                                       Final Permit
                                       May 29,  1985
                                EFFLUENT LIMITS  (FINMj)
MS0002020:   Sterling Drug,  Inc.
        Pollutants
Outfall
    Aver./Max. Limits and Units
                                                                          Monitoring
 Flow
 001
report
                                                                        continuous
 Tenperature
        35/37.8  C
                                                                        2/m   grab
 TSS
        16/32  kg/d  .. 25/50  mg/1
                                                                            24 hr ccmp
 Aluminum,   Total
        report
                                     1/m   comp
 Sulfate
                                   i.O - 9.0
                                              2/m   grab

-------
MSQ002232;  The Eerr McGee Chemical Corporation plant in Hamilton is in the Inorganic
Chemicals Category  (40 ,CFR 415) and in the Ferroalloy Manufacturing Category  (40 CFR
424).  The plant produces  674,800 Ib/d of titanium oxide by a proprietary chloride
process  (SIC 2816),  314,400 Ib/d of sodium chlorate by an electrolytic  process  (SIC
2819), and 60,600 Ib/d of  manganese metal also by an electrolytic process (SIC 3313).
Outfall 101 discharges 11*7 MGD of non-contact cooling and  stormwater into Dose Maie
QreeJi thence into Mckinley Creek thence; 14.25%
-..-,-->,..',- .....' . - - ,, - ,
- .• • •
S - ' ' '
' • "" r""" " " ' " '. •' " ;•"
. , .. , ^ .. . ., .:, .... ,.- . ,-- ^ - - . ,:_ . • ...
•
: - - •
• " " • . . ",. •'.' i ' -
:l/w 24-hr comp
^continuous :
1/m arab
continuous
n
1/w arab
" 24-hr comp
n n '--
n . - n
n ti
1/m arab
1/w 24-hr comp
continuous !
1/q





."
'
 *Dailv averaae/dailv max imum

-------
MS0002925:  The Mississippi Power Company's - Jack Watson Plant generates 1012
megawatts of electricity from five units (SIC 4911) and  is in the Steam Electric Power
Generating Category  (40 CFR 423).  Outfall  0.01 is  the cooling water  intake?  002
discharges the once-through cooling  water from Units 1 - 4;  003 is ash transport
wastewater, coal pile runoff, metal cleaning wastes, and minor  low volume wastes;  004
consists of cooling tower blowdown;  005 is  low volume waste sources; and  012 is the
internal monitoring point for chemical metal cleaning wastes.   Pollution  abatement
facilities include discharging once-through cooling water through a  system of spray
modules for heat reduction, routing ash sluice water, coal pile runoff, and
demineralizer wastes to an ash settling pond,  low  volume waters undergoing settling
and pU skimming,  and metal  cleaning  wastes are neutralized prior to discharge to  the
ash settling pond.  Outfalls  002,  003, and  004 flow through a discharge canal to Big
Lake and Outfall 005 empties into Fritz Creek. The effluent limtations are based  on
water quality standards and effluent guidelines.   Chronic toxicity tests  are to be
performed once per quarter for the first year and semi-annually, thereafter,, on the
effluent from Outfall 002.  The tests are to be conducted,  using Ceriodaphnia and
fathead minnows.  Should the NOEC be less than 100%,  a confirmatory  test  must be run
within two weeks.  If the confirmatory test indicates chronic toxicity, a Toxic ity
Reduction Evaluation must be conducted.  Temperature is limited at the edge of the
mixing zone in Big Lake.  The permit contains a standard reopener clause.
Effective Date:
Expiration Date:
Abstract Date:
  Draft Permit
March 28, 1989
                               EFFLUENT LIMITS (FINAL)
MS0002925:  Mississippi Power Company - Jack Watson Plant

       Pollutants         Outfall      Avg./taax. Limits* and Units
                  Monitoring
Flow : 001
Temperature :
pH :
Flow : 002
Total Besidual Chlorine :
Time of Chlorine Addition
Temperature :

pH :
Flow : 003
TSS :
Oil and Grease :
pH :
Flow : 004
Free Available Chlorine :
Zinc (Total) :
Chromium " :
Time of Chlorine Discharge
pH :
Flpw : 005
TSS :
Oil and Grease :
pH :
Flow : 012
Copper (Total) :
Iron " :
oH :

*Daily average/daily maximum
**Monitoring required only when
: monitor only
. n
• "
. »• • . :
: — /0.20 mg/1 (instant, max) '
:120 minutes/unit/day
:32.2 C (monthlv avg at edge of
: mixing zone)
rmonitor only

: 30/100 mg/1
:15/20 . '" ..
:monitor only
n .-
:0.2/0.5 mg/1
si. 0/1.0 " **
:0.2/0.2 " ' **
:120 minutes/unit/dav
:monitor onlv
• n .
•30/100 no/1
sl5/20 " . -.
i6.0 - 9.0
rmonitor only
si. 0/1.0 ma/1
sl.0/1.0 " '
tmonitor only


maintenance chemicals containing the
added to the recirculating cooling water.
•continuous
o . "
:l/w grab
:confcinuous
:l/w mult, grab
:l/d ouiriD logs
scontinuous

:l/w grab
sconJLinuous
•1/w grab
. „ n
. n n
:l/w instant.
: " mult, grab
• " 8-hr comp
. n n
: " mult, grab
• • ". grab
scontinuous
i"L/y 8— hr comp
• " grab
. " "
scontinuous
•2/d grab
. n n
sl/d


ise pollutants are


-------
MS0002941:  The Georgia - Pacific Corporation plant in Monticello is  in the Unbleached
Kraft Subcateaory of the Pulp. Paper,  and Paperboard Category  (40 CFR 430, Subpart A)
and presently produces  2185 tons/day of unbleached  kraft;pulp, paper, and linerboard  <
(SIC 2631, 2621).  Maximum production  is expected to reach 3000 tons/day.   The plant
discharges 31.7 MGD of  process wastewater  into  the Teari River, through\Outfall  001.
Treatment consists of primary clarif ic'ation w i th sludge used as boiler fuel,  strong
waste equalization and; dewatering,  90  acres  of  extended aeration activated sludge
basins, and a 220 acre .wastewater holding reservoir.  A system of BMP^s, dikes, etc.
collect spills and stormwater for routing through the treatment system. Domestic
waste is collected separately, but is treated in the process  wastewater treatment
system.  The effluent limitations for  BCD5 are  based on a wassteload allocation model.
whereas the remaining parameters were  derived using the effluent guidelines.   The
BCD5, TSS, and pentachlorophenol limitations for production rates greater than 2185
tons/d and less than 3000 tons/d are determined from curves included in the permit,
designating Ibs/day allowed for particular production  rates. ,The permit also contains
a standard reopener clause.
Effective Date:  January 26, 1988
Expiration Date:  January  25,  1993
                             Abstract Date:
                           Final Permit
                        March 22,  1989
           .    .   •             EFFLUENT LIMITS (FINAL)

MS0002941:  Georgia - Pacific Corp.
       Pollutants
Outfall
.  Limits* and Units
                                                                         , Monitoring
- -.-.-.: - : - : •• - •' '- ' •
LIMITS EFFECTIVE UNTIL P
Flow
BOD5
TSS
Pentachlorophenol
Tr ichlorophenol
DH
LIMITS EFFECTIVE FOR PRO!
Flow
BCD5
TSS
Pentachloroohenol
TrichloroDhenol
Production Rate (Air Drit
DH '
LIMITS EFFECTIVE FOR PRO!
Flow
BCD5
TSS
Pentachloroohenol
TrichloroDhenol
DH




EDUCTION KXf!Kms 2185 AIR DRIED TONS/DAY
001 :monitor onlv
: 5562/11. 124 kg/d
: 11. 918/23. 836 "
:— 71.15 -". . .
:-- /1.05 "
: 6.0 - 9.0
)UCTION RATES BETWEEN 2185 TONS/D AND 3000
001 :monitor only
: consult BOD5/Production Curve
. n n it n.
." tt , it n
. " " n . n
=<3 Tons) tmonitor only ...
:6.0 - 9.0
UCTION RATES EQUAL TO 3000 TONS/D ^
001 :monitor onlv
:7620/15.240 kg/d
: 16. 330/32. 659 "

:— /1.4
:6.0 - 9.0
• •*•.•-..
•

Continuous
:5/w 24-hr comp
• " - "'
:l/m grab
. n n
:2/m •••"..
TONS/D
Continuous
:5/w 24-hr comp

:when used/grab

; 1/m average
:2/m grab

: continuous
:5/w 24-hr comp

:when used/grah
. n n
:2/m grab

• « ' ' . . •" • • •
! .

*Dailv average/dailv maximum
• ..
I :».""-


-------
MS0003042:  The Masonite Corporation, of Laurel, is in the Timber Products Processing
Category  (40 CFR 429) and has a total production of 1162 air dry tons/day of smooth-
one-side  and  smooth-two-side hardboard (SIC 2499).  The  facility discharges 1.87 MOD
of treated process wastewater  (Outfall 001) and a variable amount of unregulated
stormwater runoff (Outfalls  002 and  003) into Tallahalla Creek.  Process wastewater is
treated by screening, primary settling, clarification, activated sludge treatment,
aerated polishing lagoons, and stabilization ponds.  Mass limits on BODS and TSS at
Outfall 001 are based on the revoked BCT guidelines  (40 CFR  429.62,  revoked February
17, 1982).  BODS is  further limited by a water quality-based wasteload' allocation
equation, which is a function of temperature and stream flow.  The maximum temperature
limit  is  based on water quality.  The permittee must collect and report water quality
data for selected points upstream and downstream from the outfalls to demonstrate its
ability to maintain  applicable  water quality standards.  Upon completion of the City
of Laurel's "201 treatment facilities plan," the permit  may be reevaluated using the
latest water  quality data.  This may result in a modification of the permit.   '
Effective Date:  February 9, 1988
Expiration Date:  December 31, 1992
                                                        Abstract Date:
                                                                          Final Permit
                                                                        March 24, 1989
                               EFFLUENT LIMITS  (FINAL)

MS0003042:  Masonite Corporation               :           ,-.'''.

       Pollutants.        Outfall      Avg./Max. Limits*  and Units
                                                                          Monitoring
Flow
                           001
                                 ;monitor only
continuous
BQP5
     **
                                  ;3685/8870   kg/d
                                                                        ;l/w 24-hr comp
TSS.
                                  :—720.789
Temperature
                                  :— 735 C
                                                                              grab
Djgsolved Oxygen
                                  ;monitor only
oH
                                  :6.0 - 9.0
TSS. BODS. pH
                         ;002,003 ;monitor only
                                                                        -.I/a
	l_l_l	L_L	  I 	 --- -jL_iiurj.-ij-n.--.r-r---.-ri*        .*            	-J	J__,__L_I -- ._  .  .    ,   ..-..- 	
 **Absolute maxijrajm limits. BODS is also limited by  the equation;  L =


	where; L = Allowable Daily Maximum BODS	;	;	
	O « streamflow at Laurel gauge  (cfs)	
            T = temperature  (Celsius)
   when 0 < 35 cfs.
                               C  = antilog  F3.209 -  0.0264 Tl
                               N
                                   antiloa  TO.00248 T -  0.4811
   when 35 cfs < 0 < 100 cfs.  C = antiloa  F3.059 - 0.0174 TT
   	N = antiloa  [-0.356. - 0.00536 Tl
   when O > 100 cfs.
                               C  = antilog  [0.00651 T  + 1.877]
                               N = antilog  TO.0473 - 0.01042 Tl
 *Daily average/daily maximum

-------
MS0003212:   Corhart Refractories Corp., in Pascagoula, Mississippi, manufactures
nonclay steel  furnace refractories (SIC 3297), specifically niagnesite^dirome billets.
The  facility is in the Clay, Gypsum, Refractory and Ceramic Products Category (40 CFR
451), and production is reported as 135 tpd of dead-burned magnesite.  Two plant
discharges are treated with two lagoons in series (approximately four acres each in
size) before entering  the Mississippi  Sound.  Outfalls OOi and 002 consist of process
and  sanitary wastewaters, respectively.  Limits at 001 are based on EPJ using the
April 1975 development document for the clay, gypsum, refractory and ceramic products
industries as  guidance (page 1X-41); the mass limits are derived based on a  1.05 mgd
flow.   The permittee shall  be able to  achieve the TSS limits as shown by past three
years DMRs.  Limits for 002 are based  on water quality criteria as found in
Mississippi's Water Quality for Intrastate, Interstate,  and Coastal Waters adopted
February 2,  1982 (Section I, Paragraph 8 - p. 3).   As per a compliance schedule, the
facility was to submit a plan as to how it will achieve the pH limit at 001 by
11/1/84, and, in addition, be in compliance by 5/1/85.  In the interim,  monthly
progress reports shall be submitted.  The permit does not require biomonitoring.  It
does include a reopener clause  for guidelines promulgation.
Effective Date:   August 1, 1984
Expiration Date:  March 31, 1989
                              Abstract Date:
                                   Final Permit
                                 April 28, 1986
                               EFFLUENT LIMITS (FINAL)

MS0003212:  Corhart Refractories Corp.
       Pollutants
Outfall
Avg./Max. Limits* and ttoits
                                                                           Monitoring
Flow
TSS
pH
Flow
BOD-5
TSS
Fecal Colif orm ,
001 :monrtor only , ,
.•199/397 kg/d 50/100 mg/1
:6. 0-9.0
002 :monitor only



Total Residual Chlorine :
Effluent pH, Dissolved Oxygen
30 min. sludge settleability
pH


















• •


30/45 mg/1
30/45 mg/1
200/400 per 100 ml
Not greater than 1.0 mg/1
monitor
:l/d**
:l/w grab
• tt tl
: " instant
mot specified
.» H
.11 : II
:2/w grab
.11 H ,
• '":"•'•''
6.0-9.0

:not specified

•• :
.
• , • -- . . ' . -.-.-.
•
•
- . • - ... • : • '
.
.
. • '•'•:.
**Inline flow meter.

-------
MS0026140:  R &. E Processors,  Inc. of Carthage, is in the Poultry Processing
Subcateoorv of the Meat Products Category  (40 CFR 432; Subparts K (chicken),, L
(turkey),  J (renderer).  The  facility  processes up to 70,000  birds per  day,  producing
fresh and  frozen poultry  (SIC  2016) and rendered  by-products  (SIC 2077).  Process
wastewaters receive  oil and  grease separation, anaerobic lagoon treatment and aerobic.
       treatment prior to discharge from Outfalls 001 and 002  (0.2 MOD)  to a water
(gyality-limited section of Pickens Creek.  The basis for limitation is a wasteload
allocation computed from a water quality model of the receiving stream.  The model
allows a minimum dissolved oxygen concentration during low flow to 2.0 mg/1 one mile
downstream,  with an average daily discharge concentration of 29 mg/1 for BODS (60
Ib/d). Average ammonia limits of 17 mg/1  are set by the model.  The two discharges
from  the facility have been considered to be under a bubble concept in which the sum
of discharge values of both outfalls equals the total facility discharge, except for
fecal coliform which was determined as the average of both outfalls.  Categorical
limits from proposed  and  withdrawn effluent guidelines  (proposed, April 24, 1974, but
not promulgated) based on production figures do no provide sufficient water quality
protection to  prevent septic conditions in the receiving stream.  The permit: contains
a standard reopener clause.
Effective Date:  June 29, 1985
Expiration Date:  June 30, 1990
                 Abstract Dates
  Final Permit
March 24, 1989
                               EFFLUENT LIMITS  (FINAL)
MS0026140:  R & R Processors, Inc.

       Pollutants        Outfall
Avg./Max. Limits* and Units
  Monitoring
Flow 	
PODS
Anmonia Nitrogen
Oil and Grease
mcc
Eecal Coliforrn
Total Chlorine R
Dissolved Oxygen
pH 	

001.002**:monitor onlv
: :29/58 ma/1
: :17/34 "
: 15/10
: J55/110 "
. .__ /4QO #/100 ml
esidual : :0.1 (minimum) /1. 0 (maximum) mg/1
: :6.0 mg/1 minimum
: :6.0 - 8.5
.
. • . • •.
• .

. . ' -


*Dailv average/
**Total Plant Pi
for each reoul

nonl-inuous
2/w 8-hr COITO
n n
grab ""
"- 8-hr comD
" qrab
n "
n n
i — i . -
n n







daily maximum
scharge- the sum of the values determined by sampling each outfall
ated parameter , except Fecal Coliform. 	 : 	 __ — ; 	 — — -


-------
MS0027995:  Cedar Chemical Corporation,  of Vicksbura.  is  in the Pesticide
Hanufacturing Category  (40 CFR 455; Subpart A) and the Fertilizer Manufacturing
Category  (40 CFR 418).  The facility produces 2-sec-butyl Dintrophenol .(DNBP -
24,000 Ibs/d),  monosorium methane arsenate, nitric acid, potassium nitrate  (357
tons/d), chlorine, and nitrogen tetroxide  (SIC 2865).  Outfall 001 discharges process
wastewater  from the pesticide production area, cooling water, boiler blowd own, and
stormwater  runoff.  Outfall 002 consists of wastewater from the potassium nitrate
production area, cooling water, boiler blowd own, and stormwater  runoff.  Outfalls 001
and 002 are combined  after  treatment by  activated carbon  adsorption and discharged to
the Mississippi River via Outfall 003.  When the  wastewater is land applied the
discharge point is designated Outfall 004.  In accordance with the BMP. Plan, the
application irate must not exceed 250 gal/acre and the effluent is not to be land
applied during conditions that would result in runoff from the application  area.  The
effluent limitations  are based on the effluent guidelines.  Quarterly acute toxicity
tests are to be conducted at Outfall 003 to determine  the 96-hr  LC50 concentrations.
Concurrent 24-hr static toxicity tests are to be  performed at three scattered points
within the Mississippi  River and all points should be approximately 25 feet from the
outfall.  Should any 24-hr static test result in  a mortality in excess of 10%, the
permittee must repeat the  test at a 50 foot radius and continue  at 25 foot intervals
until no more toxicity is indicated. A plot of the  isopleths  should  be  made on a map '.
and included in a report complete with a chemical analysis of the river water.  All of
the toxicity tests must use one of the following test organisms: (1)  fathead minnow;
(2)  Daphnia pulex; (3) Daphnia  magria.   The permit contains a standard reopener clause.
Effective Date:, October 6, 1986
Expiration Date:  June 30, 1991
                                              /Final Permit
                              Abstract Date:   March 20,  1989
                               EFFLUENT LIMITS  (FINAL)
MS0027995:  Cedar Chemical Corp.
       Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow
BODS
TSS
DNBP
.Toxaphene
Flow
Nitrate ,
Flow
Nitrate
Chlorides
Total Dissolved Solids
Ammonia
Total Residual Chlorine
Free Available Chlorine
Toxaphene
DNBP
pH
Flow
DNBP
2 , 4-Din itrophenol
.oH .••:

001 :monitor onlv
-:61/280 ka/d
:68/231 »
:1.4/2.7 " (0.4/0.8 ma/1)
:0. 005/0.27" (0.0015/0.0075 ma/1)
002 :monitor onlv
:2727/5455 ka/d
003 :monitor only
: 2868/5736 ka/d
:monitor only
: ••" . ... • •.-..'•.
. n
• . " ' . -•-- - , •:...
. 1 ' • -..-,-
•
..." . . .- . ' . .
: »••••.• - - '
:6.0 - 9.0 ,
004 : monitor only
:0.04/0.08 ma/1
:0. 05/0. 10 "
•6.0 - 10.0
'....".••.-..-• -. : ' .!•'••'; . '
continuous
:2/w 24-hr coup
.-«'••' . n
• - '
• •' n n ,
:l/q
:continuous
:2/w 24-hr comp
continuous
: 2/w 24-hr comp
sl/q
. H- n
: " • "
. n n
. »
. n n
. n "
: 2/w arab
: instant. /batch
:l/w comp
: " . . " .,•"••
:l/w arab
• .-•'-
 *Dailv averaae/dailv maximum

-------
MS0028258:  The South Mississippi Electric Power .Association, in Purvis, is in the
Steam Electric Power Generating Category  (40 CFR 423)  and generates, electric power
from two bituminous coal-fired units (SIC 4911), which transmit  the  power to member
distribution rural electric cooperatives.  The maximum gross capacity from  the two ,
units is 406 megawatts.  Coal pile runoff is discharged, to a cooling pond after  •
treatment and cooling tower blowdown (Outfall  004)  is  routed directly to the pond.
All other chemical and process effluents, including sanitary waste,  are recirculated
to the scrubber supply gond with no discharge to surface waters. . Cooling pond
effluents are emptied directly into Black Creek via Outfall 002.  There are internal
monitoring points for the material storage runoff  (Outfall 005)  and  the emergency
overflow from the scrubber  supply pond to the cooling  tower, blowdown  (Outfall 006).
The effluent limitations are based on the NSPS effluent guidelines from 40 CFR 423.15
and 423.45.  The permit  requires continuous  monitoring, of the receiving stream .for pH
and temperature.  The pH may not vary more than 1.0 standard unit and the temperature
must not be raised more than 2 degrees Fahrenheit.above background stream
temperatures.  A standards reopener clause is contained in the permit.              ;
Effective Date:  September 28, 1986
Expiration Date:  September 27, 1991
Abstract Date:
  Final Permit
March 21, 1989
                               EFFLUENT LIMITS (FINAL)
MS0028258:  South Mississippi Electric Power Association

       Pollutants         Outfall      Avg./Max. Limits* and Units
                  Monitoring
.
Plow : 002
Tennperature :
TSS :
Oil and Grease :
pH :
Plow : 004
Free Available Chlorine :
Time of Total Residual Chlorine
pH :
Flow : 005
TSS :
pH :
Flow : 006
TSS :
Dissolved Solids :
Oil and Grease :
Copper (Total) :
Iron " :
pH :

.

•


*Daily averaae/daily maximum
.
: monitor only
:— /32 C (— /90
: 327/10 89 ka/d
: 16 4/21 8 "
:6.0 - 9.0
: mon i t or on ly
:0.2/0.5 ma/1
:Not to exceed 12(
:6.0 - 9.0
:monitor only
:— /50 ma/1
:6.0 - 9.0
:— /0.1444 MGD
: 16. 4/54. 5 ka/d

: 8. 2/10. 9 ka/d
: 0.19/0. 19 "
: 0.19/0. 19
:6.0 - 9.0





• . • *



F)
(30/100 ma/1)
(15/20 " )


**
D minutes **





(30/100 ma/1)
(740/1500 " )
(15/20 " )
(1.0/1.0 " )
(1.0/1.0 " )





•



continuous

1/w 24-hr comp
" • arab
continuous
_ .n. , ,
1/w mult, arab
If II
1/w arab
1/d instant.
1/w arab •
n n
continuous
2/w 24-hr comp
ii ii
arab ,
" 24-hr comp
n n
" arab

: ' -. ; • . :





**Neither Free Available nor Total Residual Chlorine may be discharged for more than
  two hours/day and not more than one unit may discharge at any one time,  unless it
  is demonstrated that this can be done at or below this level of chlorination.

-------
MS0031704:  Leaf River Forest Products. Inc. of New Augusta, is a .manufacturer o£
bleached market pulp  (SIC 2611)  and is in the Pulp, Paper, and Paperboard Category (40
CFR 430, Subpart G),  The production capacity of the facility is 1245 tons per day of
pulp.   The Leaf River  receives treated process wastewater  and sanitary wastewater  from
the mill at Outfall 001 and sanitary wastewater from the administrative building via
Outfall 002.   Wastewater treatment consists of screen ing.  pr imary and secondary
clarification, and extended aeration.  The effluent limitation's are based on the
categorical effluent guidelines.   BOD5  is limited by  a stream flow  and temperature
variable wasteload allocation model.  The poundage per day limits are listed in a
matrix contained in the permit.   The permittee is required to  monitor the dissolved
oxygen, pH, temperature, and color of the Leaf River both  upstream  and downstream of
the discharge at least twice per week.   The permit contains a standard reopener
clause.                                                     •••.-,.:
Effective Date:  June 8, 1987
Expiration Date:  June 7, 1992
Abstract Date :
                                                                          Final Permit
                                                                        March 23,  1989
     '-.-••••               .   EFFLUENT LIMITS (FINAL)

MS0031704:  Leaf River Forests Products, Inc.    :,  •  .

       Pollutants         Outfall      Avg ./taax.  Limits* and Units
                                                                          Monitoring
Flow
TSS
BODS

Cadmium (Total)
Chromium "
pH
Flow
BOD5
TSS
Fecal Coliform
Total Residual Chlorine
pH
f
"







001 : monitor only '
:10. 729. 7/20, 555. 9 ka/d
rranae of 3300 Ib/d and 13.700 Ib/d
: (flow and temperature dependent)
imonitor only
: "
. :6.0 - 8.5
002 :monitor only
:30/45 ma/1
:30/45
: 200/400 #/100 ml
: 1.0 ma/1 maximum
:.6.0 - 8.5
:' • : . -.: •. ' • - •
* • ' • " *• i
: • . • -••-:.: -•--,.
• • -. -


; . - ' '
: '-'•'••• •- - •
^ ' - j -• •
continuous
5/w 24-hr comp
n ii

1/m 24-hr comp
n n
continuous
1/q instant.
" 24-hr eomp
n n
" arab
3/q .' " .
II II




•
•.




 *Daily average/daily maximum

-------
MT0000035:  Stone Container Corporation operates a kraft pulp and paperboard, mill (SIC
2621) near Missoula.  This facility is in the Pulp, Paper, and Paperboard Category
(40 CPR 430) and has a production capacity of 1261 tpd,  with an anticipated increase
of 745 tpd.  Three outfalls (001, 002,  003)  discharge  treated process  wastewater and
one outfall  (004) discharges uncontaminated cooling water to the Clark Fork River.
Wastewater treatment consists  of primary clarification, an aeration/stabilization
basinj and a rapid infiltration  system comprised of twelve basins.  Sludge from the
aeration basin are pumped  to sludge ponds.  Effluent limitations are BPT/NSPS based on
effluent guidelines.  The following formula is used to adjust the discharge flow rate
when Harpers Bridge  river  color  is at or above 15  SCU:  Q^ = 5Qr - 0.1855 Sc/C^ where
QQ s allowable direct discharge  flow  (cfs); 5 = the instream color standard 5 SCU
allowable  increase;  Qr  = Clark River flow (cfs); Sc ,= color (in Ib/d)  contributed to
the river from pond  seepage  (current data has shown a good estimate of this number is
50/000 Ib/d); C^ = color in the  direct discharge  (SCU); 0.1855 = conversion factor to
convert 3±>/d into cfs-SCU.  The  permittee  is required to  monitor  the  D.O. content of
the Clark Fork River  at Harpers  Bridge and  Six-Mile Station.  During direct discharge,
monitoring  must  be done every  other day  when  river D.O. is < 10 mg/1 and weekly when
river D.O.  is at  or  above 10  mg/1.  During periods of  no direct discharge,  weekly
monitoring  is required.   Should  the river  D.CX fall below 7.1  mg/1,  any direct surface
discharge must cease  immediately.  Direct discharge shall not  occur  when river flow is
less than 1900 cfs, between July 15 and September  1 unless the river flow  is in excess
of 4000 cfs, or when the temperature at Six-Mile Station  is equal to or greater than
65 F.  At least one flavor test must be conducted on resident river fish flesh before
12/31/88.
Effective Date:  November 14, 1986
Expiration Date:  September 30, 1991
        Abstract Date:
 Final Permit
March 8, 1989
                               EFFLUENT LIMITS  (FINAL)
MT0000035:  Stone Container Corp.

       Pollutants         Outfall
Limits and Units
 Monitoring
Flow
color
TSS



BODS


Total Nitroaen
Total Phosphorus
Temperature (River)
pH
Flow
Temperature
TDK





001,OQ2,003:monitor only
: :5 SCU (Net increase)
: :162-/312 ma/1
: :5.7 Ib/ton of off-machine production
: :Annual load < 2,500,000 Ibs.
i :3-yr runnina ava: < 2.000.000 Ibs.
: : 87/161 ma/1
: :3.0 Ibs/ton of off-machine production
: : Annual load < 2,100.000 Ibs.
: :monitor only :
: :
• : :65 F maximum
: :6.0 - 9.0
: 004 :monitor onlv
: :98 F maximum
: : monitor only
: : ' '
. .
. . .
. • -
: : . . • ^
continuous
1/w arab
" comp



" comp


" arab
n n
n n
Hi -n
" instant.
"n n
" arab




.

-------
 MT0000248:   Holly Sugar Company, near Sidney, is in the Sugar Processing Category (40
 CFR 409,  Subpart A;  Beet Sugar Processing)  and produces crystalline  sugar and beet
 sugar  by-products (SIC 2063)  at the rate of 1,181,000  Ibs sugar/day.  The plant  is
 normally operational from September through February only.  The discharge from the
 flume  water system blowdown  is treated by clarification, aerated lagoon,  and polishing
 ESDds_.  The  effluent is  then  transported to a very  large polishing pond via an open
 ditch  approximately 1.5  miles long.  The discharge  from the pond  is designated Outfall
 001 and empties  into the Yellowstone River.  The last time this pond had  a discharge
 was October  1982.  The effluent limitations are BCT/BPT based  on  the effluent
 guidelines.       :              •                           ;          ,             ;
Effective Date:  April  22, 1985
Expiration Date:  March 31, 1990
                              Abstract Date:
                                        Final Permit
                                       March 7, 1989
                               EFFLUENT LIMITS  (FINAL)

MT0000248:  Holly Sugar Corp.                   ;

       Pollutants         Outfall
                              id Units
                                        Monitoring
Flow
001
monitor only
                                                                       ;3/w  instant,
BOD   (Net)
       2598/3897   Ib/d
                                                                       ;l/w   comp
TSS
       2598/3897
Fecal Coliform
       —7400   i/100 ml
                                                                              grab
Temperature
       Not to exceed 90 F
                                                                             instant,
EH_
       6.0 - 9.0
                                                   grab
*Avg. Dailv/Max Daily

-------
MT0000477:  The Exxon Company, USA operates a facility in Billings that treats,
processes/ and transforms crude oil and other  raw materials into refined hydrocarbon
products, by-products, and intermediates  (SIC 2911).  The facility is in the; Petroleum
Refining Category (40 CFR 419)  and has a production rate of 50,000 bbl/day crude
throughput.  Outfall 001  (1.7 MOD) consists of sanitary  wastewater and process
wastewater.  Treatment includes an API separator, equalization ponds, an aerated
lagoon and three stabilization/polishing ponds.  Waste sludge  is  land applied.
Outfall 002 (40 MOD) discharges noncontact cooling water that is treated by
sedimentation  in a clean  water separator.  Both outfalls empty into the Yellowstone
River.  Effluent limitations for BOD5, TSS, and oil and grease are BCT,  whereas. COD,
phenolic compounds, ammonia, sulf ide, total and hexavalent chromium  are EOT.  Except
for total and hexavalent chromium, the limitations are based on those from the.
previous permit plus stormwater credit.  Quarterly acute static renewal toxicity
tests, using Ceriodaphnia and fathead minnows, are required on Outfall 001 beginning
1/1/89.  Mortality of 20% or more will be  the  indicator of acute  toxicity. ;If acute
toxicity is confirmed, a  Toxicity Reduction Evaluation may be  required.  Should the
first four consecutive tests indicate no toxicity, the permittee may request that
testing be reduced to a semi-annual basis  with only one test species.
Effective Date:  September 15, 1988
Expiration Date:  October 31, 1993
                  Abstract Dates
                           Final Permit
                          March 7, 1989
                               EFFLUENT LIMITS  (FINAL)
MT0000477:  Exxon Company, USA

       Pollutants         Outfall
Avg.
:. Limits and Units
                                   Monitoring

Flow 	
BODS
TSS (net) 	
pop 	
Phenolic Compounds
Airanonia
Snlfide 	
Tot-al Chromium
Hexavalent Chromium
Oil and Grease

Flow 	
Oil and Grease
Oteiroerafcure



* * -
: 001 :monitor only
: : 346/647 Ib/d
; : 430/675
•2224/4397 "
• :1. 98/7. 23 "
i : 284/625 "
: :2. 74/6. 15 "
: :2. 31/6. 66 "
: :0. 36/0. 44 "
• : 156/294. 3 " (10/15 mg/1)
: :6.5 - 9.0
: 002 :monitor only
: :10/15 ma/1
: . : monitor only
: :6.5 - 9.0
.
: :
.
. 	 . — • —
continuous
1/w grab
n ii
i 	 1 —
n n
n n
n n 	
Y™
n n
/d visual
11 grab
" instant.
arab
" max. & mm.
grab



-------
Metals, operates a precious metals flotation mill near White '•••
 MT0026336:                 ,                                                      ••
 Sulfur Springs.   The facility is in the Base and  Precious Metals Subcategory of the
 Qee. Mining. and Dressing. Category (40 CFR 440; Subpart B)  and processes 75 tons of
 precious metal ores per day (SIC 1099).  Approximately 100 gpm of water is required to
 operate the mill.  The process wastewater is run through two alternating settling
 ESnds. before being' recirculated.  There is only a discharge  to an unnamed 'tributary to
 Hot Springs Cr^ek. via Outfall 001 when one of the ponds is in need of draining.
 Effluent limitations ^or TSS are BCT/BPT. cyanide limits are based on BPJ, and the
 remaining parameters are limited according to the v£ater_ atialrfcy. of Hot Springs Creek
 Effective Date:   March 25,  1987
 Expiration Date:   November  30,  1991
                                    Abstract Date:
 Final Permit
March 7, 1989
                               EFFLUENT LIMITS  (FINAL)

MT0026336: ; Frontier Metals

       Pollutants

Flow
Cadmium
Lead
Arsenic
Zinc
Copper
Mercury
Cvanide
TSS
Oil and
PH
Specific
' ' ' «"

(acid soluble) :
*
" " :
...."• " .
n n .
*
(ASTM Method C) :
•
Grease _•
•
: Conductance •
~ . •
001 :monitor
: 0.003
:0.01
:0.005
: 0.03
:0.01
:0.001
:0.05
:20
•10
:6.0 - 9.
: monitor^
^ . / iUOA .
only
mq/1

n ,
n
n
n
n
n
ii
,0
only 	


(daily

n
n
n
n
n
n '
n


mu unirs

avg. ) 	 	
n . ' ;-
n
n
n
n
n
n
ii


wonitorina
•1/d instant
•2/w arab
,n n

. n n

. n ii
. n n

. n " n
. n n


-------
NC0000892:  Chembond Corporation manufactures urea-formaldehyde resins,and           ,
formaldehyde resins at its facility located in Chatham, North Carolina (SIC 2821), and
these operations place it in the Organic Chemicals and Plastics and Synthetics
Cateqory(40 CFR 414).   The facility has a 0.10 mgd process wastewater treatment plant
which discharges treated wastewater from Outfall 001 to the Haw River. The treatment
system includes a flow  equalization basin, aerated basins, a clarifier with sludge
pump, and sludge drying beds.  Effluent limitations in the permit are a EPJ     ,
determination of treatment technology at the facility with guidance from proposed
effluent  guidelines in this category.   Requirements, for biomonitoring and a BMP Plan
are not included in the permit.
Effective Date:  February 1, 1985
Eviration Date:  January 31, 1990
                 Abstract Date:
                                                                       Final Permit
                                                                      June 10, 1985
                                EFFLUENT LIMITS (FINAL)
 NC0000892:  Chembond Corporation
        Pollutants
                        Outfall
Aver./Max. Limits and Units
                                                                          Monitoring
 Fl
ow
                                          itigg
 ;con1dLnuous
1:1/w
 BOD-
                               :68/147
                                             kg/d
(179/388   mq/l
                                       comp
 COD
                                  : 830/1460
                                                    '2189/3851
 TSS
                               !63/120
                                                        166/316
 Phenols
                               \ 480/480   ug/1
 Formaldehyde
                               ;report
 Phosphorus,  Total
 Nitrogen
 TCH
                                  :6.0 - 9.
                                                                     ;l/w   grab
  *Eauivalent concentrations based on 0.1 mqd flow, but not included in the permit.

-------
KC0003450:   J.P. Stevens and Company, Inc.,  operates two  side-by-side:- plants:  the
Carter and IHblly Plants in Wallace,  North Carolina.  These facilities are engaged in
warp knitting,  aqueous dyeing,  and wet and dry finishing  of fabrics of man-made
fibers.  Fabrics produced  are primarily for wearing apparel markets and industrials
are  for  automotive interiors (SIC 2256), in the Textile Mills Category (40 CFR 410)
There are  two discharges to Rockfish Creek;, Outfall 001  consists of  cooling water
and  Outfall  002 consists of process wastewater.  The treatment system includes flow
and  pH equalization, extended aeration,  sedimentation  and chlorination.  Sludge is
treated by aerobic digestion, thickening, and on drying beds.  Effluent limitations in
the  permit on COD,  TSS, phenol, and sulfide are: based  on  BAT effluent guidelines.
Other limitations in the permit are based on water quality standards.   There is no BMP
Plan or biomonitoring  requirements included in the permit.
Effective Date:  October 1, 1984
Expiration Date:  September 30, 1989
                                Abstract Date:
                                   Final Permit
                                   May 30, 1985
                               EFFLUENT LIMITS (FINAL)

NC0003450:  J. P. Stevens and Ccmpany, Inc.
       Pollutants
Outfall
Avg. /Max. Limits and Units
                                                                          Monitoring

Flow
Temperature
Zinc*
pH
Flow
BOD-5 (4/1 - 10/311
EOD-5 (11/1 - 3/31 V
TSS
COD
Chromium, Total
Ammonia Nitrogen
Phenol
Sulfide
Fecal Coliform
Dissolved Oxygen
Temperature
Zinc
Antimony
Copper
pH

: - .......
001 :report
:— /32 C
:report
:6.0 - 9.0
002 :5.0/— mgd
:8/12 mg/1 .
:16/24 »
: 907/1814 kg/d (47.8/95.7 mg/1**)
:3229/6657 " (170.3/351.2 " **)
: 100/200 ug/1
:1. 0/2.0 mg/1
•1.4. 16/8. 3 kg/d (0.22/0.44 mg/1**)
:8.3/16.6 " (0.44/0.88 " **}
: 1000/2000 per 100 ml
:6.0 mg/1 minimum
:report
9 ° ' . ' ' ' ' '
: " '••.-,-•
:l/w instant
t " grab

•1/m "•••
: continuous (1)
:l/d comp (3)
; " --.- " (3)
:l/w comp (1)
; -".' " (2V

: »• .«.. (i)
: " grab
.... n /n\
: " " (2)
:l/d •"-. (2)
; " " (2)
; 1/w comp


:6.0 - 9.0
: . - - - - - .
*No Chromium, zinc or copper shall be added to the cooling water.
**Eguivalent concentrations based on 5.0 mgd flow, but not included in
;l/d grab (3)


permit.
 —T-=—:—•pr	:	1—i	 	•  	1  \ —i  ——-~>~.»wf upstream, downstream;
  (3)  influent upstream,  downstream.  All  stream  samples shall be grab samples.

-------
NC0003522:  West Point-Pepperell,  Inc., in Elizabeth, dyes polyester/cotton yeirn for
apparel fabric (SIC 2269)  and is in the Textile Mills Category  (40 CFR 410;
Subpart G).  This facility has  a production  rate of 66,700  Ib/day and discharges 2.5
MGD of process wastewater via Outfall 001 to the Cape Fear River.  The treatment
system consists of extended  aeration with an aerated lagoon, two clarifiers.
chlorination, aerobic sludge digestion, sludge drying beds,  and. a polishing pond.
Digested sludge is land applied.  Effluent limitations.are BET based  on the effluent
guidelines^ except for pH which is based on water quality standards.  Quarterly 48-hr
static acute foxicity tests  are required,  using  either Daphnia  pulex  or Ceriodaphnia.
and the LC50 is to be no  less than 47% effluent.  An annual priority  pollutant: scan is
required and the permit also contains  a reopener clause,  with respect to  toxicity.
Effective Date:  September 15, 1988
Expiration Date:   June 30, 1993
Abstract Date:
   Final Permit
January 9, 1989
                                EFFLUENT LIMITS  (FINAL)

NC0003522:  West Point-Pepperell,  Inc.

                           Outfall       Ava./Max. Limits*  and Units
                  Monitoring
* • * '
Plow : 001 :2.5/ — MGD
BODS :
COD :
Sulfide :
moo .
Phenols :
Total Chromium 	 •
Total Phosphorus •
Te^al Nifcroaen :
Temperature :
Acute Toxicitv :
Priority Pollutants •

: 227/454 Ib/d
: 2820/5640 "
:8. 0/16.0 "
:580/1160 "
:4. 0/8.0 "
:4. 0/8.0 "
:monitor only
n
n
:LC50 > 47%
:monitor only
:6.0 - 9.0
. .

.

.
. .
.

continuous or
1/d
1/w
n
1/d
1/w
n
•: CCHT1P
II
arab
comp
arab '
como
1/m "
n
1/d
1/q
n
arab
comp
jiYv
i/d
....grab




T - - . "



*Avg. Daily/Max. Daily 	 	 	 '. 	 .. 	 — 	 — 	 •. —

-------
 NC0004243:   The American Thread Company, in Old Fort, dyes and finishes yarn (SIC
 2200)  and is in the Textile  Mills Category (40 CFR 410).   Outfall 001 discharges 2.0
 MOD of process wastewater, non-contact cooling water, and boiler blowdown to Limekiln
 Creek.  Wastewater treatment consists of recycling caustic  recovery cooling water.
 a heat recovery system,  mixing basin, aeration basin,  settling basin,  extended
 aeration basin,  and two.l MGD clarifiers.  Effluent limitations are based on effluent
 guidelines,  and are BPT  for  BODS  and  TSS,  and  BAT  for COD,  sulfide, phenol, total
 chromium, and pH.  Quarterly chronic  toxicity  tests, using  Geriodaphnia. are required
 and the NOBC for reproduction or  significant mortality Is  77%  effluent.  The permit'
 contains a reopener clause with respect to toxicity.  An annual priority pollutant
 scan must also be  performed.                    .                               ^~
Effective Date:  July 1, 1988
Expiration Date:   June  30, 1993
Abstract Date:
   Final Permit
January 9, 1989
                               EFFLUENT LIMITS (FINAL)

NC0004243:  American Thread Company
.Pollutants
— 	 ' 	 •_
Flow :
BODS :
TSS
Chromium (Total) :
Phenols :
Sulfides -
COD :
Dissolved Oxygen :
Total Nitrogen ?
Total Phosphorus t
Temperature ;
Conductivity :
Chronic Toxicitv _;
Priority Pollutant Scan :
Ammonia ;
PH
— _ — _ 	 : 	 :
Outfall Avg./Max. Limits* and Units
001 :2.0/~ MGD
: 136/272 Ib/d
i 348/696 "
:0.1'/0.11 "
s'2.4/4.8
:4.8/9.6 "
: 1692/3384 "
:5.0 ma/1 minimum
: monitor only
n
: " " ••'• ' -
• 11 .
:NOEC > IWC (77%)
: report
n
:6.0 - 9.0
:
Monitoring
: continuous
; 2/m comp 	
. ti n
. n n
: " ' grab
. n n
; " comp
;l/w grab
; 1/q comp
. n n r
:l/w grab
. n n
•I/a
•1/v

:l/w grab

— — — ; 	 -. — : 	 :_. : •. .--••••- ;
: : ' - ' • • .
_ — _ 	 : : . .--,-..• • -
	 ', 	 : : • . ' ' -• . ;

	 • 	 : 	 : 	 i 	 1 	 »_
	 i • ' .
.
: : • -'.•-'.'
*Avg. Daily/Max. Daily ........

-------
NC0004260:  Precision Seals, Inc., in Gastonia, stamps, cleans, and phosphatizes cold
rolled steel components that are  used for oil  seals  (SIC 3469, 3471).   This facility
is in the Metal Finishing Category (40 CPR 433;  Subpart A).  Outfall 001 discharges
0,148 MGD of process and sanitary  wastewater, and non-contact cooling water to
Crowdera Creek.  The treatment  facilities consist of a 14,000 gpd package.
stabilization wastewater  treatment plant, an oil/water separator, an aerated flow,
equalization basin, and a physical/ chemical industrial wastewater treatment facility
consisting of pjl adjustment, flocculation wj£h_ alum, a dissolved air. flotation
clarifier, membrane filters, holding basin, potassium  permanganate feed system, and a
sludge filter press.  Once dewatered, sludge is  disposed of  at the County  Icindfill.
Effluent limitations are  based  on effluent guidelines  and  are SET for BCD5 and
ammonia, and BAT, for TSS, oil and grease, pH,  copper,  silver, and zinc.  Limitations
for fecal coliform,  cadmium,  chromium, lead, nickel, cyanide, and TTO are based on
water quality  standards.  Quarterly chronic  toxicitv tests are required, using
Ceriodaphnia. and no observable inhibition of  reproduction or significant mortality
may  exist at 7% effluent.  The  permit contains a reopener  clause concerning toxicity.
Effective Date:  June 1,  1988
Expiration Date:   May 31, 1993
                 Abstract Date:
   Final Permit
January 9, 1989
                                EFFLUENT LIMITS (FINAL)
NC0004260:  Precision Seals,  Inc.

       Pollutants         Outfall
Avg./Max. Limits* and Units
  Monitoring
Plow 	
ftCO5 	
i 001 sO.148/ — MGD
.^7.0/M.S Ib/d
Dissolved Oxygen 	 ; tmonitor only 	 — 	 «
rncg i :31/60 Ita/1 	 	 «
flnroonia 	
Fecal Col if orm
Oil and Grease
V-*--1- vmv* vji^vw"-
Temperature 	
Phenols 	
Total ChtomJJAm_
Total Cadmium
Total Copper 	
Total Lead
Total Nickel
Total Silver 	
Total Zinc
Cvanide
%ron 	
Conductivity
Total Nitrogen
Total Phosphoru
llvm* c 1 IV Jfr*l IVi. "^
Chronic Toxicit
V-.IIH-'l IJ.V- 4.VAJ,V^AV
Total Residual
j.t-'i-OJ- fy^pavngx-
Total Toxic Org
r>H

*Ava. DMly/Mg,,T 	
: :17.3/25.9 lb/d
: -1000/2000 */100 ml -
	 ; : 26/52 mg/1 	 .
• ^monitor only 	 _«
n - ' '
: : — /0.15 mq/^
. — /Q.028 "
r :2. 07/3. 38 "
: : /0.14 n
. .— /0.70 '"
: :0. 24/0. 43 "
: -1.48/2.61 "
- :— /0.07 "
	 • 	 ^monitor only 	 «
"
"
c- . . "
y • :NOEC > IWC (7%)
Hhlorine ; ;monitor only 	 	
anics ; -.— /2.13 ma/l ** 	 _
- :6.0 - 9.0

-ontunuous or
1/w comp
" grab
" comp


1 M grab

i/m "
l/w comp
n n

n n




1 /m "
UJ/p grab
1 /q comp


; /c\ qrab
1/y comp
/c\ qrab

v Fia i 1 V 	 ; 	 — 	
**Tn'lieu of monitoring, the r*=>rmi H-^ TT«V ^ihiriit a statement certifying that no 	 •_
concentrated
toxic oraanics have been dumped into the wastewater. 	 __ — — _ 	

-------
NC0004952:  Celanese Fiber  Industries. Inc.,  located in Shelby, North Carolina, is in
the Organic Chemicals,  Plastics, and Synthetic Fibers Category  (40 CFR 414).  The
facility produces  synthetic yarns  (SIC 2821), and has two discharges to Buffalo Creek;
Outfall 001 consists of process wastewater (0.294 mgd, average past 12 months), and
Outfall - 002 consists of polymer cooling water (0.287 mgd, average past 12,months).    •
Wastewater treatment involves an acrtivated sludgeprocess followed by polishing ponds
Effluent limitations are based on water  quality  standards.  Mass limits for 001 are
calculated from concentration limits using a  design flow rate of 0.85 mgd,  and for 002
using a flow rate  of 0.6, mgd (but not included in permit).   The permit contains a
reopener clause for modification if standards or limitations are promulgated/ and are
more stringent or  control pollutants not presently limited  in the permit.  Higher
flows with proportional pollutant  increases will not be  in violation of the permit if
the hydrologic event is documented with  rain  gage records.  A bioassay completed
April 12, 1984, indicated no toxicity; therefore,  further bioassays are not required.
A BMP plan is hot  included.
Effective Date:  March 1, 1985
Expiration Date:  February 28, 1990
                                                      Abstract Date:
    Final Permit
February 7, 1986
                               EFFLUENT LIMITS (FINAL)

NC0004952:  Celanese Fiber Industries, Inc.

       Pollutants         Outfall      Avg./Max. Limits*and Units
                                                                          Monitoring

Flow
BQD-5
TSS
COD
Copper
Chromium
Zinc
Temperature
Oil and Grease
Fecal Coliform
Detergents
Total Nitrogen (N02-fN03-Kl
Total Phosphorous
PH
Flow
BOD-5
Temperature
pH -




'"..:• ..-'••-• ••-•••••.- •.-.-••
001 :0.850/— mqd
: 225/527 kg/d
: 291/443
: 2409/3977 "
:0.82/1.2 "
:0.82/1.2 "
:2. 6/4.0
:report
. it
.11
: "
W3fl) : "

(202/473 mg/l**T
(261/398 " '•**)
(2162/3569 " **}
(0.73/1.1 , " **)
(0.73/1.1 " **V
(2.3/3.5 " **)

. , -



: continuous
:l/d composite
.H H
:l/w "
:2/m
s " " ,
: '"• •. . •- '...". • • ,
:l/d grab
:l/w "
. II -.-. • „ ; ir,: -
: 1/m composite
.*** ii
: " . •*** ii
:6.0 - 9.0
002 : report
: 10/15 irej/1



: — /29 C in receiving stream
:6.0 - 9.0
-
:l/d grab
:l/w instant
:l/d grab
:l/w "
i II M
t -.'•:'• •-..-.,• : •
••-:•-. • • • •
:•-.•••• • -.-•-. •-•••-,••, « • . . ••
, • • .-...- •.--.. - - -.-•., • ! .. . . , , .
*Daily average/daily maximum.
  **Equivalent concentrations based on actual 0.294 mgd flow,  but not included
    in permit.  	  • ••  •	•_'••-.      	      •  •
 ***Semi-annually.         	  •• '    - . -    -,.  ,  .  -.-•..   .   ,   ,••   ._    '.   ,-..-
****Discharge shall not raise the temperature of the receiving stream more than 2.8 C.

-------
NC0005266:  AbitiM - Price Corporation of Roaring River, North Carolina,  is a
facility which produces exterior siding for homes, and paneling by the SIS hardboard
process (SIC 2499).  The facility is in the Wet Process Hardboard Subcategory of the
Timber Products Category  (40 CER 429.61) and maximum production at the facility is 430
tons per day.  Process wastewater  discharges from the facility's only outfall (Outfall
001) to the Yadkin River at an average rate of 0.934 mgd.  Treatment of the wastewater
includes a bar screen for separation of solids, extended aeration in aeration lagoons
and sedimentation.  Sludge is treated in a holding and mixing tank followed by
thickening and land application. .Effluent limits for BCD and TSS are based on
BPT effluent guidelines calculate using the maximum production at the facilty.
Monitoring is  required for additional parameters  and sampling at various locations is
included in the permit to examine  the effluent's effects on the water quality of the
receiving river.  There is no requirement for a BMP Plan or biomonitoring included in,
the permit.
Effective Date:  August 1, 1984
Expiration Date:  July 31, 1989
Abstract Date:
  Final Permit
April 12, 1985
                               EFFLUENT LIMITS  (FINAL)

NC0005266:  Abitibi - Price Corporation

       Pollutants         Outfall      Aver./Max. Limits and Units
                  Monitoring
Flow
BOD-5
TSS
Phenols
Dissolved Oxygen
COD
Ammonia as N
Temperature
TSI








001
















:
l.O/ — :continuous (1)
4176/8002 kq/d (1179/2260 mq/1*) :l/w
9602/14559 " (2712/4112 " *) : "
report : "
:l/d
11 :l/w
It ,
H
6.0 - 9.0







•
1/d

comp (3)
" (1)
jjrab (2)
" (2)
comp,. (21
" (2)
grab (I)
" (2)







:
:
 *Eguivalent concentrations based on flow of 0.934 mqd, but not included in permit.
  Sample locations: (1) influent, effluent;  (2)  effluent, Upstream, downstroam;
  (3) influent, effluent, upstream, downstream.  All  steam samples must be grab
  samples.         	:	   . <'..	:	, • •  . •	•—
  Note:  Daily stream sampling frequency may be  reduced to one time per week except
  during June through September when frequency must be no less than three tunes
  per week.	.	    ;

-------
 NC0006548:   Wayne Poultry, in Dobson, operates a poultry processing facility that
 kills,  dresses,  chills, debones, and packages broiler chickens (SIC 2077)  at a rate of
 567,840 Ib/day.   The facility is in the Meat Products and Rendering Category (40 CFR
 432,  Subpart K)  and discharges 0.48 MGD of process wastewater to the Fisher River via
 Outfall 001.  Wastewater treatment is comprised of two primary notary screens with
 secondary rotary shear, a dissolved air flotation unit,  lime addition f or  p_H
 adjustment,  an aerated lagoon (activated sludge)  with a  secondary clarifier.  and
 chlorjnation.  , Digested sludge is land applied.   Effluent limitations are  EPT based on
 effluent guidelines for BODS,  TSS,  and oil and grease.  Limitations for  fecal coliform
 and pH  are based on State water quality standards.   Quarterly chronic toxicity tests
 are required,  using Ceriodaphnia. and there  is to be no  observable inhibition of
 reproduction or  significant mortality at an effluent concentration  of 2.5  percent.
 The permit contains a reopener clause pertaining to toxicity.
 Effective Date:   July 1,  1988
 Expiration  Date:   June 30,  1993
                                                        Abstract Date:
                                                                           Final Permit
                                                                        January 9, 1989
                               EFFLUENT LIMITS  (FINAL)
NC0006548:  Wayne Poultry

       Pollutants
                          Outfall
                                       Avg./Max. Limits* and On its
                                                                          Monitoring
Flow
                           00
                                 ;0.48/-
                                             MGD
!continuous
BODS
                                 ;276/552   Ib/d
                                                                        i2/m   comp
TSS
                                 : 372/744
Oil and Grease
                                 ;120/240
                                                                              grab
Fecal Coliform
                                 ;1000/2000   t/100 ml
Chronic Toxicity
                                 ;NOEC > IWG  (2.5%)
                                                                               :omp
Temperature
                                 ;monitor only
                                                                              grab
Ammonia
                                                                              comp
Total Nitrogen
Total Phosphorus
PH_
                                 :6.0 - 9.0
                                                                              grab
*Avg. Daily/Max. Daily

-------
KC0007285:  The Barbour Boat Works. Inc..  in New Bern, is a shipbuilding and repair
facility  (SIC 3731) in the Shipbuilding and Repair Category (40 CFR 470).   Outfall 001
discharges 0.0005 MGD of river water which is used run through a high pressure pump to
rinse biological growths  off of boat hulls.  The untreated effluent is emptied into
the Trent River. Effluent limitations are based on wasteload allocations for the Neuse
River Basin.  The use of biocides is prohibited, unless the State is notified
ninety  (90) days in advance of the use and approval is granted.   The permit contains a
reopenec clause addressing the incorporation of toxicity  limits and monitoring
requirements  in  the event the  discharge  is proven toxic.
Effective Date:  June 1, 1987
Expiration Date:  May 31, 1992
                            Abstract Date:
                                        .Final Permit
                                      March 30, 1989
                               EFFLUENT LIMITS  (FINAL)  ,   ,   .. .

NC0007285:  Barbour Boat Works, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                                               Monitoring
Flow
001
: 0.00057-
MGD
EH.
      :6.8 - 8.5
     No_process wastewaters shall be discharged from this facility.  The permit
     authorizes the discharge of boat rinse water in the ramp area only
     There shall be no floating solids or visible foam in other than trace amounts.
*The permittee  is not required to self-monitor this discharge.

-------
NG0623710:  The Perm Elastic Company, in Jamesville,-:.dyes warp knit fabrics with jig.
and jet dye machines, arid finishes the fabric with a  resin  treatment (SIC  2258).  This
facility is in the Textile  Mills Category (40 CPR 410).  Outfall 001 presently
discharges 0.08 MOD of process wastewater to the  Roanoke River,• however, it is
expected to increase,to  0.250 MGD, concurrent with a  proposed increase in  production.
The treatment facilities consist  of screens, an aerated lagoon, and a polishing
lagoon.  Effluent limitations are BAT based: on the effluent guidelines.   Quarterly 24-
hr static acute toxicity tests are required, using fathead minnow,  and at no time may
there be significant mortality at an effluent concentration of 90 percent.   A reopener
clause, concerning toxicity, is .contained in the permit.
Effective Date:  July 18, 1988
Expiration Date:  September  30,
1990
                                                        Abstract Date:
   Final Permit
January 9, 1989
                               EFFLUENT LIMITS (FINAL)
NC0023710:  Perm Elastic Company

       Pollutants         Outfall
                                       Avq./Max. Limits* and Units
                                          Monitoring
INTERIM LIMITS UNTIL PRO!
Flow
BODS
TSS
COD
Sulfides
Chromium
Phenols
FINAL LIMITS ONCE PRODUCT
Flow
BODS
TSS
COD
Sulfides
Chromium
Phenols
LIMITS REGARDLESS OF PRO!
Total Nitroqen
Total Phosphorus
Acute Toxicity
Temperature
pH






3DCTION EXCEEDS 16,000 LB/DAY.
001 :0.08/~ MGD
: 40/80 Ib/d
:174/348 "
:480/960 ."''"•'
:1.6/3.2 «
:0.8/1.6 "
:0. 8/1.6 "
HON EXCEEDS 16,000 LB/DAY.
:0.250/— MGD
: 125/250 Ib/d
: 545/1090 «
:1500/3000 "
:5. 0/10.0 "
, :2. 5/5.0. "
:2.5/5.0 "
DUCTION :
:monitor only
- '. . -n . ..;•.•-
: no significant mortality at 90% eff.
:monitor only .
:6.0 - 9.0
... . '•.-.-.

• ; • • :
: • • - ' • ' -
. '
.,--'.
.' ' " : : '."•"
:
continuous
2/m 'comp
n n
n n - • .
n n
n n
n n

continuous
2/m comp
n "
.
n ti
n . n
n n
n n

1/g comp
n n
I/a "
1/w qrab '
n "
.
•
•

.
s • '


*Ayg. Daily/Max. Daily

-------
NC0024350:  The City Gas £. Transmission Corporation, imports and refines approximately
15,000 barrels/day of crude oil.  This facility,  located in Wilmington, is in the
Petroleum Refining Category (40 CPR 419; Subpart A, Topping Subcategory).  Outfall 001
discharges 0.1 MOD of uncontaminated stormwater and Outfall 002 discharges 0.015 MGD
of treated process waterwater to the  Cape Fear River.  Process wastewater is treated
by an API separator skimming, flocculation, and carbon and sand filtration.  A
portion of the treated" wastewater is  recycled for use  in the non-contact cooling water
system.  Effluent limitations are BPT based on the effluent guidelines.  Quarterly 24-
hr static acute toxicity tests are required, using fathead minnows, and at no time
should there be significant mortality at an effluent concentration of 90 percent.  The
permit contains a reopener clause with  respect to toxicity.
Effective Date;  July 1, 1988
Expiration Date:  June 30, 1993
Abstract Date:
 ;  Final Permit
January 9, 1989
                               EFFLUENT LIMITS (FINAL)

NC0024350:  City Gas and Transmission Corp.

       Pollutants         Outfall      Avg./Max.  Limits* and Units
                   Monitoring
Flow
BODS
TSS
Ammonia
Temperature
COD
Sulfide
Phenols
Total Chromium
Hexavalent Chromium
Acute Toxicity
Oil and Grease
pH











002 :0.015/ — MGD
: 40. 32/75. 89
:34. 1/53.1
: 30. 04/66. 08
: monitor only
: 202. 0/390. 8
: 16. 02/35. 38
:1. 8/4.0
:4. 74/8. 14
:0. 29/6. 68
:No significant
: 86. 78/166. 88
:6.8 - 8.5
•
•
•
•
•
•
•
•
•
•
•
•
-
Ib/d
n
n

lb/d
n
n
n
n
mortality at 90% eff .
lb/d
'
.










1/w instant.
2/m grab
n n
n n
1/w grab
2/m
ji n
n n
" comp
" grab
I/a 24-hr comp
2/m grab
1/w "











*Avo. Dailv/Hax. Daily

-------
NC0035661:  North State Knitting Co., Dyeing &. Finishing Div., in Lincolnton, is in
the Knit Fabric Finishing Subcategory of the Textile Mill  Category (40  GFR 410.50)  and
produces 20,000 Ib/d of 100% polyester, 100% cotton, and 50/50 blends (SIC 2257-
circular knit fabric mills).  The permittee uses non-metallic dyes in their operation.
Outfall 001 is process waste (100,000 gpd design capacity)  receiving batch, treatment
in a physical/chemical treatment system consisting of influent sump, dual cloth media
filters, three 10,000 gallon holding tanks, chlorination,  dechlorination by hydrazine,
three 20,000 gallon storage tanks,  final filtration, and pH adjustment.   An  aeration
and recycling lagoon with two aerators provides biological treatment.  The sludge
collected from the  filter system is landfilled at the  Lincoln County Landfill.  This
facility no longer discharges to the surface waters of the State.  They have been
connected to the Lincolnton Sewer System, but have asked to retain 'their NPDES permit
in the event that a discharge of effluent is necessary in  the future.
Effective Date:  April 1, 1988
Expiration Date:  March  31, 1993
Abstract Date:
     Final Permit
November 10, 1988
                               EFFLUENT LIMITS  (FINAL)

NC0035661:  North State Knitting Company

       Pollutants         Outfall      Avg./Max. Limits and Units
                     Monitoring

Flow
Temperature

Residual Chlorine
pH

















i
001





















4
t
monitor onlv :
receiving stream shall not increase :
more than 2.8 C and never exceed 32 G:
monitor only if added to cooling watei
6.0 - 9.0 :














. -.

i
i
1/m instant
" grab

, n n














- s.




-------
NC0042501:  The Triad Terminal  Company,  in Greensboro,  operates a tanker loading area
and tank farm (SIC 5171).  No Point Source Category exists for  this  facility.    ,
Approximately 0.005 MGD  of dike drainage and water from the oil/water separator is
discharged to an unnamed tributary to the  East Fork Deep River  via Outfall  001.
Effluent limitations are based  on  wasteload allocations.  Forty-eight hour static
acute toxicity tests, using either Daphnia pulex or Ceriodaphnia. must be conducted
during the first  five  discrete discharges.            ,
Effective Date:  August 1, 1988
Expiration Date:  July 31, 1993
Abstract Date:
.•   Final Permit
January 9, 1989
                               EFFLUENT LIMITS  (FINAL)

NC0042501:  Triad Terminal Company

       Pollutants         Outfall      Ayg./Max. Limits* and Units
                  Monitoring
Plow

Oil and Grease
Settleable solids
Phenols
Turbidity
Acute_ Toxicity
Benzene
Toluene
Xylene
pH










001




•






1

1
•





monitor onlv

30/60 ma/1 '
0.1/0.2 "
— /0.001 Ib/d
receiving stream < 50 NTU **
monitor only (48-hr static acute)
n
" ,
n
6.0 - 9.0










continuous or
1/w flow total
2/m arab
n n
n n
n n
*** arab
*** "
*** "
, *** "...
2/m arab



•

•
.



  *Avg. Daily/Max. Daily
 **If natural background exceeds 50 NTU, the discharge shall not cause an increase.
***Monitoring shall be conducted during the first five discrete discharge events.

-------
ZC0051161:' The Plantation Pipe Line Company,  in Greensboro,, operates a petroleum pipe
line system that  moves oily  kerosene,  and gasolines (SIC 5171) to a number of tank
farms  in the  area.  There is no Point  Source Category for this facility.  The two
outfalls (001, 002) located on the property discharge surface runoff, dike drainage,
water  from Shell  Oil's tank oil/water  separators, and surface runoff and street
drainage from the Aemerada Hess1 Terminal to an unnamed tributary to the East Fork
Beerj River.  Both discharges are rain-dependent and will occur automatically from the
overflow dam  at Outfall  002, however,  a valve  controls the discharge from Outfall 001.
Treatment, consists  of a  skimmer system, at the  overflow dam at Outfall 002.  Effluent
limitations are based on wasteload allocations.  Forty-eight hour static acute
toxicity tests, using either Daphnia pulex or Ceriodaphriia. must he rnr^nnt-pyi during
the first  five  discrete  discharges.                      ;    V    ,
Effective Date:  August 1, 1988
Expiration Date:  July 31, 1993
Abstract Date:
   Final Permit
January 9, 1989
                               EFFLUENT LIMITS (FINAL)

NC0051161:  Plantation Pipe Line Company

       Pollutants         Outfall '

Flow

.Oil and Grease
Settleable Solids
Phenols
Turbidity
Acute Toxicitv
Benzene
Toluene
Xvlene
DH

- f . .








: •. • • . ••..,-, . . -- • :
001,002 : monitor onlv
-:- • - • •• .-.-.,••
:30/60 ma/1
:0. 1/0.2 "
:— /0.001 Ib/d
;- . . • 	 {continuous or
;l/w flow total
:2/m arab
. ' . n n
. n ti •
: receiving stream < 50 firm ** • n "
: monitor onlv (48-hr
n
: n
. n
:6»0 - 9.0
• '
L^ 	 	 .. • . '
static acute) : *.** arab
. *** "
'-••-. *** «
. *** n
:2/m arab

' - ' ' ' .':••••''
	 : — - 5 • • • - ••-...' ; 	 -
-••:••••-. .-.':..-•.
:••••• ...
.-:.-"•
' '• • - - • • • " ••,•:.•... ', . -
: - ' - -: ' . - - - . • .
' . • • . > • - '-•'--. . , • ' . -
. :. .,•••.-'• - , •''•••- ',.•'.
*Ava. Monthlv/Max. Daily
**If natural backaround exceeds 50 NTU. the discharae
***Monitorina shall be conducted durina the, first five

shalj not cause an increase.
discrete discharge events. .

-------
NC0058297:  Ctogentrix Corporation in Elizabethtown,  North Carolina, is engaged in the
conversion of fossil energy into electrical energy and steam (SIC 4911, 4931, 4961) in
the Steam Electric Power Generating Category (40 CER 423).  The facility has two
outfalls to the Cape Fear River.  Outfall 001 is 58,000 gpd low volume waste oonsistin
of the following:  15,000 gpd demineralizer regeneration water,  27,000 gpd boiler
blowdown, 6,000 gpd coal pile runoff, and 10,000 gpd from miscellaneous plant sumps.
Treatment at Outfall 001 is by  sedimentation and pH adjustment.  Outfall 002 consists
of 43,000 gpd cooling tower blowdown treated by chlorine disinfection.  The Imitation
on temperature is based on water quality standards.   Effluent limits on free available
chlorine, chromium, zinc, and the priority pollutants are based on BflT effluent
guidelines.  In addition, as stated in the guidelines, there shall be no discharge of
polychlorinated biphenyl compounds such those commonly used for transformer fluid.  Th
facility may show compliance of no detectable priority pollutants by routine sampling
or by providing mass balance calculations to demonstrate that there is no detectable
amount of toxic pollutants in the discharge.  A BMP Plan shall be implemented no later
than one year after permit issuance.
Effective Date:  March 20, 1985
Eviration Date:  February 28, 1990
                  Abstract Date:
Final Permit
June 1, 1985
                               EFFLUENT LIMITS (FINAL)
NC0058297:  Cogentdbc Corporation

        Pollutants        Outfall
Avg./Max. Limits and Units
MartitorJng
Flow
Oil and Grease
TSS
rH
Flow
Temperature
Free Available Chlorine
Chromium, Total**
Zinc, " **
tS*
Priority Pollutants (1)






001 :report
: 15/20 mg/1
: 30/50
:l/w instant
:2/m ^rab
.it it
:6.0 - 9.0 s "
002 :report
: — /32 C in receiving stream
: 200/500 ug/1
: 200/200
: 1000/1000
sl/d instant
s 3/w grab*
s 2/m _grab
8 "
8 " "
:6.0 - 9.0
:none detectable " "

:
:
:


. . :
*3n addition to effluent sampling, sample upstream and downstream.

**Requ±rements apply only if parameter is used in cooling tower maintenance.
(l)Monitor following each use of maintenance chemicals containing any
126 priority pollutants (40 CFR 423, Appendix A) exclusive of zinc
of the
and
chromium. Monitoring for all 126 priority pollutants shall be performed
once annually.


-------
NC0068004:  The Wilmington Shipyard. Inc.. in-Wilmington,  is  a shipbuilding and repair
facility (SIC 3731) in the Shipbuilding and Repair Category  (40 CFR 470).  Outfall 001
discharges uncontarninated non-contact cooling  water to the Northeast Cape Fear_ River.
There is no, treatment for this discharge.  Effluent limitations are based on wasteload
allocation? for the Cape Fear River  Basin.  The use of biocides is prohibited, unless
the State is notified ninety  (90) days in advance of the use  and  approval is  granted.
The permit contains a  reopener clause addressing  the incorporation of toxicity"limits
and monitoring requirements in the event the discharge is proven  toxic.
Effective Date:  February 1, 1987
Expiration Date:  January 31, 1992
                      Abstract Date:
.,  Final Permit
 March 30, 1989
                               EFFLUENT LIMITS (FINAL)

1SC0068004:  Wilmington Shipyard, Inc

       Pollutants         Outfall      Ayg./Max. Limits and Units
                                        Monitoring
Flow
monitor only
;l/m instant.
Temperature (Receiving Stream)
Not more than 2.8 C increase
                                                                              grab
                                  Not to exceed 32 C
Residual Chlorine
monitor only if added to cooling water
EH.
6.8 - 8.5

-------
NC0072648:  The Gant Oil Company operates a convenience store/service station   ,  '   ,
(SIC 5541) in Walkertown.  No Point Source Category exists for this facility.   .Outfall
001 discharges 0.014 MGD of recovered groundwater and free product Kerosene to an
unnamed tributary fco. Mill Creek.  This facility is undergoing Groundwater Aquifer
Restoration and the recovery/treatment system is comprised of a pneumatic pump/ a
around oil/water separator, and an aeration tank.  Effluent limitations are based on
wasteload allocations.  Quarterly chronic toxicity tests are required, using
Ceriodaphnia and the effluent concentration at which .there may be no observable
inhibition of reproduction or significant mortality  is 99%.  The permit contains a
reopener  clause addressing toxicity.
Effective Date:  July 29, 1988
Expiration Date:  April 30, 1993
Abstract Date:
                                                                           Final  Permit
                                                                       January 12,  1989
                               EFFLUENT LIMITS (FINAL)

NC0072648:  Gant Oil Company

       Pollutants         Outfall
                                       Ava./Max. Limits* and Units
                   Monitoring
Flow : 001
Settleable Solids :
Oil and Grease :
Turbidity :
Temnerafcure :
Chronic Toxicitv :
Benzene :
Toluene :
Xvlene :
Kerosene t
EDB Qr2-DibromomethaneV :
Diesel Fuel :
MTRE :
1 .2— Di ehloroethane t
pH 	 T

tO.OOl
:0.1/0.2
: 30/60
MGD (Daily Ava.)
ml/1
ma/1
;Receivina stream not to exceed 50 NTU
:monitor
:NOEC of
:monitor
n
• "
"
n
n
"
• **
:6.0 - 9
.
only
99%
only
•
"_.- 	 • —
•
. 	 ' 	 L_J



tO


.

, '

l/w
JdZin
instant.
arab
ti n
,BI n
l/w
J=ZCL
n
comp
1 /Tn grab
n n
n .• ,n , , ,
n
: II
n
n
n n
n
n

*Jy-
n






... *Ava. Daily/Max. Daily 	 	 	 — _ 	 : 	 _ 	 	 , — —

-------
ND0000248:  The Amoco Oil Company refinery in Mandan,  ND .{central  area  of state/.
across the Missouri River from Bismark) is  in the Topping and Cracking  Subcategories
of the Petroleum Refining Category (40  CFR 419i  Subparts A & BV and  refines 65,000 bbl
per day of crude oil to produce gasoline, heater oil,  diesel oil,  and residual  oil.
The plant has a size factor : of 1.04, a process configuration of 5, arid  a process factor
of 0.88 per CFR 419.31.  The plant discharges approximately 0.6  MGD to the Missouri
Rjyer_ through Outfall 002; Outfall 001 is an overflow  structure for the lagoon and
Outfall 004 discharges uncontaminated storm water runoff.  Treatment consists of -a
wastewater  stripper, an API separator,-  several pits,, and settling  ponds,  septic ;tanks,
a lagoon, and eleven cascade ponds.  Portions of  the wastewater treatment area are
inhabited by waterfowl  and wildlife. The BAT/BCT mass limitations are  based on the
following determinations:  (1) lbs/1000  bbl of feedstock  times the number of 1000 bbl.
of feedstock (the previous value of 60 was used rather than 65)  times the size factor
(1.04) times the process factor (0.88)?   (2) for  phenolic compounds,  total  chromium,
and hexavalent chromium,  the  sum of the products of the  lbs/1000 bbl of feedstock times
the applicable process feedstock rate.  BPJ and North Dakota Water Quality Standards
were also considered.                                             ,               ,
Effective Date:  April 1, 1987
Expiration Date:  March 31, 1992
                            Abstract Date:
                                    Final Permit
                                 October 4, 1988
                                EFFLUENT LIMITS (Final)
ND0000248:  Amoco Oil Co..
        Pollutants
Outfall
Ava./Max. Limits* and Units
Monitoring
Flow 003** Monitor
BOD-5
TSS***
COD
Oil & Grease
Phenolic Compounds
Ammonia as N
Sulf ide
Total Chromium
Hexavalent Chromium
pH
Temperature










•

•

.


* Daily Average/Daily Maximum
109.82/197.68
87.85/137.77
766.74/1477.58
31.95/59.90
0.72/1.48
59.90/131.79
0.58/1.30 .
1.30/3.00
0.10/0.24
6.5 - 8
Onlv ••;-.-••
ka/day
30/45 ma/1
n
" — /10 ma/1
" 0 . 25/0 . 38 ma/1
n . ' . . . .•
n
n
n
.5 : •
Monitor Only




Daily* Weir
1/w arab
n
" ' -; '
n
" • • ' ;'-
••'-'»
ti
n
n
n
n




** Limits for Outfall 003 represents the sum totals of Outfalls 001 and 002;  Outfall
003 itself is essentially a nonexisting point.	
*** If a holding facility is designed, constructed, operated, and maintained to contain
the runoff from a 10-year. 24-hour precipitation event, this limitation shall be waived
for anv discharge overflow caused by a rainfall, and/or snowmelt in excess of 3.2
inches in 24 hours.	'     	      :

-------
ND0000370:  The Minnkota P_ow.er Cooperative.  Inc. and Square Butte Electrie Cooperative,-
HilfcPIl Bt. X&UUa Station, located near Center, North Dakota,  is a two-unit coal fired
steam electric generating plant in the Steam Electric Power Generating Category  (40
CPR 423).  The facility has a total net capacity of 696 megawatts.  There are a total
of 24 discharges, 23 that enter Nelson Lake  and one that enters the Missouri River..
The following is a description of the discharge points:  once-through cooling water
(001,002),  domestic wastewater (003), water  softener backwash (007), coal pile runoff
and fly ash handling runoff  (008,020), bottom ash transport water (009), .various plant
runoff (019),  bottom ash spray pond overflow (024), wastewater treatment  system , (025) ,
and metal cleaning  wastes (026,027).  Outfalls 005, 006, 010, 012, 013, 014, 016, 017,
022 (Missouri River), 023,  028, and 029 discharge runoff, drain water, screen
washings, pumphouse blowdown, pump pit and lake water storage overflow.  The don>e&tje
waste treatment system is comprised of comminutors,  an aeration basin, a  clcurifier,
an<3 a chlorine contacfc chamber.  The process  wastewater treatment system consists of
                sedimentation,  gravity filters, and a belt filter  ress.  Effluent
limitations are based on BPJ and the applicable EPA guidelines for the Steam Electric
Power Generating Point  Source Category.  Whole effluent toxicity testing requirements
exist for outfalls 008, 009, 025, and 026.   The permittee must conduct quarterly acute
static renewal toxicity tests, using Ceriodaphnia (48-hr) and larval fathead minnows
(96-hr).   A sample is considered toxic if 20% or greater mortality is observed for
either test species.  If acute toxicity occurs in a routine test, another test must be
run within four weeks of  the initial test.   Should toxdcity  occur in the second test,
the testing must be  conducted on a monthly basis.  If no acute toxicity occurs in the
first four consecutive quarters, the permittee may request a reduction to only one ,
test species  per  test.
Effective Date:  January 1, 1988
Expiration Date:  June 30, 1990
Abstract Date:
    Final Permit
November 3, 1988
                               EFFLUENT LIMITS  (FINAL)

MXJ000370:  Minnkota Power Cooperative, Inc. and Square Butte Electric Cooperative
             (Page 1 of 2)
       Pollutants         Outfall      Ava./Max. Limits*and Units         Monitoring
FJow
Temperature
Total Residual Chlorine
Total Residual Chlorine
Plow
BOD5
TSS
Fecal Coliform
Total Residual Chlorine
Pft
Sodiujn
Chlorides
Total Iron
Plow *** (
TSS ***
TSS
Oil and Grease *** (
TSS
Oil and Grease
pH
001,002 :monitor only
n
001 :26.9 ka/d (0.2 ma/1)
002 sO.07 , ka/d (0.2 ma/1)
003 :monitor only
: 25/45 ma/1
: 30/45
: 200/400 #/100 ml
; — /2.5 ma/1
:6.0 - 9.0
007 :monitor only
• "
n
)08,009,020
008,020:30/50** ma/1
009 : 30/100 "
)08,009,020 15/20 "
019 : monitor only
n
• "
;l/w instant.
: " arab
Max/Grab : n «
n . n n
jl/w instant»_
	 i^- 	 srab
m n n
_ ...____ 	 : 	
. It II
• . ™ • • ""
•%/y "
J^l/W "
:2/m comp
,11 II
• 	
B It tl
,.„.,> - , -- 	 	 	
:l/d instantj.
:l/w arab
.n n
LJL- - - . .' . . l-i - - — -.— M Jf - II •' •' '• ' ••' " 	 	 ' 	

:l/w "
:l/m "
:l/w "

-------
                               EFFLUENT LIMITS  (FINAL)

ND0000370:  Minnkpta Power Cooperative,, Inc. and Square Butte Electric Cooperative
            (Page 2 of 2)
       Pollutants         Outfall
-• T ~ .,'.•-;-}•. .n .
	 : 	 : 	 .. :.. :••.•••-••. . ,."••;
Flow
TSS
Oil and Grease
DH
Flow
TSS
Oil and Grease
Dissolved Boron
Dissolved Sulfates
Sodium
DH
Total Coooer
Total Iron
























024 monitor only
* 	 ; 	 ; /Ut3 — mg/1 	 	 	 • •
530/100 "
s 15/20 "
s6.0 - 9.0 v
025 smonitor only
:30/100 ma/1
:15/20 "
tmonitor only
n
,n • •- - - . - - '
:6.0 - 9.0
026.027 si. 0/1.0 ma/1
si. 0/1 -a "

• * ' -
^;2/w instant.
; " grab
•1/m "

;l/d instant*
: 1/w COITID

:2/m "
. n n
. n n
; continuous
;2/w- grab
.11 n
.
.
j . •...-•• ...-,•'
:


.
. • - . -
: " - • • " • . . .
: ' ' '-• •
: • '• • ' • '
. - - - - . -..
	 • - s - ;" -.-•'' 	 ? 	 ' 	




. -
.
.
• ' . • .



.
.
. • - . .
* • ' •
. • . • , - • ,,'•.•
. ' • •


*Daily averaae/daily maximum.
**If, the -facility is designed, constructed, operated, and maintained to
from a 10-yr, 24-hr precipitation event, the daily maximum limitation
be 100 ma/1 for any discharge overflow caused bv a rainfall in excess
in a 24-hour oeriod. ,
. • *
.

treat runoff
for TSS shall
of 3.2 inches

***In addition, samplina shall be performed durina normal workina hours for each
rainfall event (or eouivalent snow melt event) in excess of 0.8 inches
oeriod.
in a 24-hour


-------
ND0024368:  Ifag. Minn-Dak Farmers Cooperative of Wahpeton, North Dakota is a sugar beet
processor in the Beet Sugar Subcategory of the Sugar Processing Category (40 CFR 409,
Subpart A) and produces sugar, beet molasses,  and dried pulp.  Groundwater wells
supply the process water, which is stored in a 50.7 acre clean water reservoir  until
needed.  This reservoir is just one of 10 ponds located on the property.  Wastewater
and stormwater is warmed to approximately 40 degrees Centigrade before passing  through
an anaerobic digestorr an aerobic digestor.  and a clarifier.   Treated water is  routed
back to the clean water reservoir for reuse.  Two ponds are used for mud transport
water, three ponds treat the scrubber water, and two ponds are used for lime water
storage and treatment.  The lime waste stream is dewatered via belt filter, the
resulting sludge is landfilled, and the water is returned for processing.  The  mud and
scrubber ponds are isolated from the wastewater treatment ponds.  A seasonal discharge
is allowed  from  the reservoir (Outfall 001), at a  rate  (in mgd) of 1% of the Red River
stream flow (in cf s) when river flow is  100 cfs or greater.  There is to be no
discharge when river flow  is  less  than 100 cfs or  if the river is under ice cover
between Wahpeton and Fargo, North Dakota. Outfall 002  discharges overflow from the
three groundwater wells.  No process water or contaminated runoff is allowed to be
discharged at this point, and a general chemical analysis is  to be performed on
quarterly grab samples.  The  total quantity of EOD5 and TSS is not  to exceed 1.3
lbs/1000 Ibs of sugar produced, and the maximum daily  amount  (Ibs/d)  is 6.8 times the
river flow  in cfs.  Effluent limitations for Outfall 001 have been based on jprth
       water quality standards, federal  regulations, and gE&  Currently, North Dakota
does not have a biomonitoring program,  however,  they are in the process of
establishing one.
Effective Date:  April 1, 1987
Expiration Date:  March 31, 1992
                                                                          Final Permit
                                                       Abstract Date:   November  2,  1988
                                EFFLUENT LIMITS (Final)

HDQ024368:  Minn-Dak Farmers Cooperative                     ,   ,

        Pollutants          Outfall    Avg./Max. Limits* and Units
                                                                           Monitoring
Flow 001 :D=0.0? F*
BOD-5
TSS «
Fecal Colifonn
Temoerature
can
Ammonia as N
pissolved Oxygen
pH

BQD5 S TSS


HDDS, COD, TSS, pH. Fecal
Col i form

Flow
Flow @ Wahpeton
P»O. 2 miles upstream
D.O. 100 ft, dowpstream
D.O. 5 miles downstream

:25 mg/1 (avg dailv)
:30 " '•".•.•
:400/100ml
:32 C
rmonitor only
n
n
:6-0 - 9.0

L 	 ^Max Jbs/d when discharging - 6.
:in cfs

: Monitor levels in holding pond
: before discharging & reoort to

t 	 002 : monitor only
*ed River monitor when discharging
n . .. n
n . n
•continuous
:l/d grab
.11 n
,n n
. n n
. n n
:2/w "..,„
;l/d "
. n n
; '
8 times river flow
_ - '5_- 	 : 	 	
« ^
2 -_3 weeks
ND Dept. of_Jiealth_
i
:l/d instant.
1/d USGS Gauge
:l/d grab
. n n
	 .j 	 « 	 ^ . — 	 	 	 . . n H
: • - • 	 t^ 	 _____——

* D » discharge rate, in nad: F = river flow in cfs. No discharge.
	 „ 	 « 	 ___^__— _^-
Ja-p < 100' cfs

-------
NE0000019:  Peter sen Manufacturing Company, located  in DeWitt, manufactures Vise-Grip
brand ijand JtQols/ step drills, and snips  (SIC 3423) using metal forging, finishing and
electroplating processes.  The facility is in the Metal  Finishing Category (40 CFR
433) and discharges 0.571 MGD of process wastewater  from nickel electroplating, copper
plating,, and barrelling  operations to  the Big Blue River via Outfall 001.   Outfall 002
discharges uncont am inated noncontact cooling water.  Effluent limitations  are based on
BAT effluent guidelines  and State water quality standards.   Annual acute toxicity
tests, using Ceriodaphnia and fathead minnows  in 100% effluent, are  required on
Outfall  001.  Should mortality exceed 10%, a Toxicity Reduction Evaluation must be
performed.  An annual QC/MS Scan pf Outfall 001 must be  conducted for Total Toxic
Organics.             ,               :        ,             -  ' ' ;         , , ;.  • , •
Effective Date:  August 26, 1988
Expiration Date:  August 25, 1991
            -.--•-     •-'-      Final Permit
         Abstract Date:   March 15, 1989
                               EFFLUENT LIMITS  (FINAL)
NE0000019:  Petersen Manufacturing Company

       Pollutants        •. Outfall      Avg./
„  Limits and Units
Monitoring
Flow
Copper (Total)
Nickel
Cvanide "
TTO
Cadmium (Total)
Chromium "
Lead "
Silver "
Zinc "
pH • ••':••••
Flow
Temperature

.


'



001


. •







002









monitor only
0.45/0.73 ka/d
0.51/0.86 ..' "
0.14/0.26 "






6.0 - 9.0
report
— /90 F



-
•



.
(2.07/3.38 ma/1)
(2.38/3.98 " )
(0.65/1.20 -•" )
(— /2.13 " )
(0.26/0.69 -." V
(1. 71/2. 77 " )
(0.43/0.69 " )
(0.24/0.43 " )
(1.48/2.61 ". )

. • .
. • i





,' • ••


i5/w calculate
1/m ' comp
n n
1/v arab
••«.... *
'"'- comp
n n ,
•«."•'• " ,- ,. '
'ft It
:. w* n
1/m arab
5/w calculate
1/m arab








*Grab sample for volatile compounds listed in part V-<: of the application form
 and 24-hr comp for the Acid and Base/Neutral compounds.

-------
NE0000060:  Cepex Midwest of Beatrice, is in the Fertilizer Manufacturing Category (40
CFR 418, Subparts B and D)  and produces  anhydrous ammonia,  urea, ammonium nitrate,
and liquid fertilizers  (SIC 2873).   Wastewater at Outfall 001 consists of stripper
effluent, solution plant sewers, boiler blowdown, cooling tower blowdown, ammonia
plant sewers, storrawater runoff and sanitary waste.  Outfall 002 discharges effluent
from the Volatile Organic Carbon unit required  as a part of the aquifer remediation
project.  Wastewater is  treated, by neutralization, sedimentation.. and stabilization
ponds before being discharged at a rate of 0.58 mgd to the  Big Blue River.  Mass
limitations in the permit are based on BAT effluent guidelines.   Annual acute  toxicity
tests, using Ceriodaphnia and fathead minnows  in 100% effluent,  are required.
Mortality in excess of 10% will be  an indicator  of acute toxic ity, whereby, a  Toxic ity
Seduction Evaluation must be performed.   A BMP  Plan for  the control and minimization
of runoff-induced water  pollution of the receiving stream must be maintained.  The
permit contains a  reopener clause for the protection of water quality standiards.
Effective Date:
Expiration Date:
August 26, 1988
 August 25, 1991
                 Abstract Date:
  Final Permit
March 15, 1989
                               EFFLUENT LIMITS (FINAL)
NE0000060:  Cepex Midwest
       Pollutants
         Outfall
Avg./Max. Limits and Units
  Monitoring
plow 001
Ammonia
Nitrate (Net)
Oraanic Nitroaen. N
Chromium, Total * :
Zinc, Total * :
pH :
Plow : 002
Tetrachloroethylene :
Toluene :
Trans-1 , 2-Dichloroethylene
Tr,ichloroethylene :
Ammonia :
Nitrate i
pH :

: monitor onlv
: 70. 9/141.1 ka/d
:13.3/37.8 . - " .
:25.8/48.4 "
: — /l.O mq/1
:— /l.O "
:6.0 - 9.0
monitor onlv
: — /0.01 ma/1
:— /2.42 "
:— /0.07
:— /0.005 "
:monitor only
"
:6.0 - 9.0
.
. .
.
.

.
*Monitor onlv if these elements
5/w calculate
1/w arab
n n ,
n • -ii.-,
1/m "
1/m
,1/w "
" calculate
arab
n n
n n • .
n n . .
n n
n n
n n






are used as corrosion inhibitors in cooling tower .

-------
NE0000507:  AT & T Technologies. Inc.,  in Omaha, is in the Metal Finishing Category
,(40 CFR 433)  and manufactures telephone wire and cable (SIC 3357)  and  sheet metal
products  (SIC 3361).   Outfall 001 discharges 0.34 MS) of  treated process wastewater to
Hell: Creek and West Papillon Creek receives 0.28 MGD of once-through cooling water,
cooling tower blowdown, and boiler blowdown from Outfall 002.  Wastewater treatment
consists of neutralization, cyanide destruction^ chromium reduction, and heavy metal
precipitation.  Effluent limitations are based on the BAT effluent gudelines.  Annual
QC/MS Scans  for. Total Toxic Organics are required at both outfalls.  Also, annual
acute toxicity tests, using Ceriodaphnia and fathead minnows in 100% effluent, must be
performed..  If mortality is greater than 10%, a Toxicity  Reduction Evaluation must be:_.,
conducted.,  The permittee must develop and implement a BMP Plan, however no time     *•
schedule is given.      ,                                                      ;
Effective Date:  September 1, 1986
Expiration Date:  August 31, 1989
Abstract Date:
  Final Permit
March 16, 1989
                               EFFLUENT LIMITS (FINAL)

NE0000507:  AT &T Technologies -, Inc.

       Pollutants         Outfall      Avg./frlax» Limits and Units
                  Monitoring

Flow
Cyanide (Amenable)
Chromium (Total)
Copper •-••-.•
Fluoride
Lead
Nickel
Zinc
TSS
Oil and Grease
Total "Toxic Oraanics
pH .
Flow
Zinc
Copper
Chromium (Total)
Fluoride
Oil and Grease
Total Toxic Oraanics
pH






• •
001 :monitor only
: 0.41/1. 11 ka/d
: 2. 20/3. 56
:2. 66/4. 35
:22. 38/41. 16 "
:0. 55/0. 88 "
: 3. 06/5. 12 " '
si. 90/3. 36 "
:39. 87/77. 17 "
.•33.44/68.88 "
. . ;
:6.0 - 9.0 **
002 monitor only
:1. 05/1. 05 ka/d
:2.19/3.58
:CL.21/0.21 "
:18. 43/33. 90 "
:9. 75/21. 82 "
.
:6.0 - 9.0 **
.
• " .
.
.
.
:


(0.32/0.86 ma/1)
(1.71/2.77 " )
(2.07/3.38 .. ». •• \ ,
(17.40/32.00 " )
(0.43/0.69 -" ).
(2.38/3.98 " )
(1.48/2.61 " )
(31.00/60.00 " )
(26.00/52.00 " )
.(— /2.13 " )

.
(1.0/1.0 ma/1)
(2.07/3.38 • f )
(0.2/0.2 . " )
(17.40/32.00 " )
(9.75/21.82 •"' ) ,
(— /2.13 " )








continuous
1/m grab
" 24-hr -comp
n n
n n
n n
n n
n n
it n
n grab
1/y
1/m grab
continuous
1/ni 24— hr comp
n n
n tt
' ' * ;••
1/m grab
1/y
1/m grab






 *No monitoring required provided no fluoride is used in the process.	.
**When the pH of the water supplied by the Metropolitan Utilities District is greater
  than 9.0. the effluent pH limit shall be no greater than the numerical value  of  the
  influent pHt	The influent shall be sampled monthly for pH bv grab sampling.

-------
NE0000647:  The Behlen Manufacturing Company is involved in metal fabrication and
finishing, hot dip galvanizing, electroplating (zinc), and chemical  conversion coating
(SIC 3448) at their plant in Columbus.   The facility is  in  the Metal Finishing
Category  (40 CPR 433)  and discharges stormwater runoff and noncontact cooling water
from Outfall 001 and  treated process wastewater from Outfall 003.  Outfalls 002, 005,
006, and 007 discharge uncontaminated stormwater runoff and are not regulated.  All   •'
outfalls empty into Loup Power Canal and ultimately into the Platte River. Process
wastewater  is treated by lime addition and settling.  The effluent limitations are
based on State water  quality standards.  The permittee must conduct  annual PC/MS
Scans, as well as annual acute toxicity tests,  using Ceriodaphnia and fathead minnows
in 100% effluent.  A BMP Plan must be developed and implemented,  however,  no  schedule
is given.                                                               ,;  |
Effective Date:  April 12, 1988
Expiration Date:  April 11, 1991
                                                       Abstract Date:
  Final Permit
March 16, 1989
                               EFFLUENT LIMITS (FINAL)

NE0000647:  Behlen Manufacturing Company

       Pollutants         Outfall      Avg./Max.  Limits and Units
                                                                        Monitoring
Plow : 001
lenperature :
pH :
Plow : 003
TSS :
Oil and Grease :
Chromium (Total) :
Zinc " :
Cadmium n :
Copper " :
Lead '" :
Nickel " :
Silver " :
Cyanide " :
Total Toxic Oraanics :
pH s
.
.
*
.
.
.
.
.
.
: . •
monitor only
35/38 C
6.0 - 9.0
monitor only
15.24/29.50
12.78/25.57
0.84/1.36
0.73/1.28







6.0 - 9.0











(95/100 F) *
• "

ka/d (31/60 ma/1)
(26/52 " )
" (1.71/2.77 " )
" (1.48/2.61 " )
(0.26/0.69 " )
(2.07/3.38 " )
(0.43/0.69 " )
(2.38/3.98 " )
(0.24/0.43 " )
(0.65/1.20 " )
(— /2.13 " )

-


1
"





1/q calculate
" arab
n n
continuous
1/w 8-hr comp
1/m arab
" 8-hr comp
1/w......,r..,. .,,,
1/y "
It . , fl ' - -, •-
n n
n n
. H, " .
n n
" "
continuous










*Ava.
                . Dailv

-------
NE0000701:  Dorsey Laboratories of Lincoln, is in the Pharmaceutical Manufacturing
Category  (40 CFR 439; Subpart D,  Mixing/Compounding & Formulating) and produces over—
the-counter and prescription cough and cold preparations, bronchial dilators,
antifungals, antihypertensives, etc. (SIC 2833,  2834).  The discharge consists of
sanitary waste, equipment washdown  water,  and deionizer regeneration water.
Wastewater  treatment consists of chemical  addition, a biological tower, activated
sludge package plant, clarification and sand filtration.  The cooling tower blowdown
goes to an onrsite stormwater pond which does not discharge.   The permittee intends to
discharge all of its wastewater  to  the Lincoln Northeast POTW (via Outfall 002),
howeve.r they wanted to keep the direct discharge to the: drainage ditch to Salt Greek
via Outfall 001 for emergency purposes.  Effluent limitations for a direct discharge
are based on secondary treatment standards. EAT effluent guidelines, and require a 90%
removal.  The.pretreatment discharge to the City has limitations based'on the Lincoln
Municipal Code and the treatment capability of the POTW.  Annual acute toxicity tes
using Ceriodaphnia and fathead minnows in  100% effluent, must be conducted.  Should
mortality exceed 10%, a Toxicity Reduction Evaluation may be required.
Effective Date:  October 16, 1987
Expiration Date:  October 15, 1992
                                                      Abstract Date:
                          Final Permit
                        March  16,  1989
                               EFFLUENT LIMITS (FINAL)  "

NE0000701:  Dorsey Laboratories

       Pollutants         Outfall
                                      Avg./
.  Limits*  and  Units
Monitoring

Flow
BOD *.*•-.-
TSS **
COD •**•• -•..:•
Fecal Colifojrm
Chromium
Zinc .'•-'•
Cyanide (Total)
Chloroform
pH
Flow
BOD5
COD
TSS
•Oil and Grease
Cyanide (Total)
pH






- :
001 :monitor
:5.7/8.5
:5.7/8.5
: 22. 7/26
: 200/400
:monitor
"
:9.4/33.
:monitor
:6.0 - 9
002 :monitor
: 250/375
: 400/600
: 300/450
:— /100
:— /2.0
:5.5 - 9
- - •
; •
*
-*
•
. ' . :

only
kci/d , (30/45 ma/1)
" (30/45 " )
.5 " (120/140 " )
#/100 na (Apr. 1 - Sept. 30)
only

5- ma/1
only
.0
only
ma/1 .
" "••. .:. .' .' " '
• . « . • . . .
•«•' ' ,- .-'-••••.
n - ; - ' --,.,.••- ' .
' C ''-•'- . ; . .
. -J '

,""-''' r .





5/w calculate
1/m 24— hr comp
n n
n n
3 times/qrab
2/y 24-hr comp
n n
"••- qrab
n , - : it . ;-._;
2/m • ". - "
1/d calculate
1/m comp
n n
n n
" grab
2/y :.- "
1/d • " •
f - '' - " • " - -





*Ava . • Da i
                . Da ilv
**Limitations for dailv max. mass in anv calendar month shall reflect not less than
  90% reduction from
  limits be allowed to exceed the above listed mass limits.
                                                           At no time will

-------
NE0001210:  Monroe Ayto Equipment Company (a division of Tenneco Automotive)
manufactures shock absorbers for cars, trucks, off-road vehicles, and special
applications (SIC 3714)  at its  plant in Cozad.  Manufacturing processes  include .metal
finishing, welding, paint and hard chromium electroplating operations which places
this facility in the Metal Finishing Category  (40 CFR 433) and the Iron  and Steel
Manufacturing Category  (40 CFR 420;  Subpart J, Cold Forming).  Outfall 001  consists  of
0.468 MOD of treated process wastewater, Outfall 002 discharges 0.396 MOD of  non-
contact cooling water,  and Outfall  006 consists of 2.016 MOD of treated  groundwater.
Uhcontaroinated stormwater runoff is discharged through  Outfalls  003,  004, and 005.
All outfalls empty into the Platte River via Dawson County Drainage Ditch No.*4.      ,
Wastewater treatment  is comprised of chromium reduction, flocculation. chemical
precipitation,. coagulation, and flotation.  Effluent limitations  are  based  on water
quality standards.   The  permittee must conduct annual acute toxicity tests, using
Ceriodaphnia and fathead minnows in 100% effluent.  Should mortality exceed 10%, a
Toxicity Reduction Evaluation will  be required.                  ,            ,
Effective Date:  April 30, 1986
Expiration Date:  September 20, 1989
Abstract Date:
  Fjjial Permit
March 16,, 1989
                               EFFLUENT LIMITS (FINAL)

NEO001210:  Monroe Auto Equipment Company                        >. ,

       Pollutants         Outfall      Avg./Max.  Limits* and Units
                  Monitoring

Plow
Cadmium
Chromium (Total)
Lead
Nickel
Oil and Grease
Silver
TSS
Total Toxic Organics
Zinc
Tr ichloroethylene
pH
Flow
Oil and Grease
Chromium (Total)
Tr ichloroethylene
pH
Plow
Tr ichloroethylene
pH






*Ava. Daily/taax. Dailv
.
: 001
.


.
*
*

.
.
.
.
: 002
.
, .
.
.
: 006
.
*
.
.
.
.



.
:monitor only
:0. 46/1. 22 kg/d
:3. 03/4.90 "
" : 0.76/1. 22 "
: 4. 21/7. 05 "
:26.6/35.4 "
:0. 42/0.76 "
:54.9/106.0 "
.
:2. 62/4. 62 "
:— /0.384 kg/d
:6.0 - 9.0
: monitor only
: 15. 0/20.0 mg/1
: 1.71/2. 77
:— /0.3251 kg/d
:6.0 - 9.0
:monitor onlv
: — /1. 66 kg/d
:6.0 - 9.0
.
.
.
.





(0.26/0.69 ira/1)
(1.71/2.77 " )
(0.43/0.69 '" )
(2.38/3.98 " )
(15.0/20.0 " )
(0.24/0.43 " )
(31.0/60.0 " )
(— /2.13 " )
(1.48/2.61 " )

.


.










i •


continuous
1/w 10-hr comp
n n '..-
n n
n n
" grab
" 10-hr corno
n "
1/y "
1/w
" grab
continuous
5/w calculate
1/w grab '•
" 10-hr COITID
" grab
n n
1/d calculate
1/w grab '
n n





'


-------
NE0026565;  Valmont  Industries.  Inc., of Valley, is in the Iron and Steel
Manufact.uring Category and is the world's largest manufacturer of center-pivot and
linear irrigation systems (SIC  3523).  They also produce steel tubes, threaded pipe,,
and casing  (SIC 3317),  street and area light poles (SIC 3441),  electrical transmission
poles, traffic  signal poles,  and corrosion protection equipment (SIC 3479).
Production operations include metal  fabrication, hot-dip galvanizing, alkaline
cleaning, acid pickling, and paint and product assembly.  Only the acid pickling and
hot coating wastestreams are discharged.  The following is a description of the
outfalls: 008 discharges 0.033 MGD from the East Domestic Wastewater Treatment Plant;
013 consists of an unspecified amount of treated process wastewater; 014 discharges
0.014 MGD from the West Domestic Wastewater Treatment Plant; 0151s the central
drainage ditch; 003, 004, 005, 006,  007, 009, 010, Oil, and 012 discharge non-contact
cooling water and stormwater runoff.  All  outfalls empty into  the Platte River via the
County Drainage Ditch.   Sanitary wastewater is treated at the two package plants and
the process wastewater  is treated by hydroxide  neutralization/precipitation.  Effluent
limitations are BPT/BAT based on the effluent guidelines and calculated using a 224
tons/day production  figure.  The permittee must perform annual acute  toxicity tests,.
using Ceriodaphnia and fathead-minnows in  100%  effluent.  Should mortality exceed 10%,
a Toxicitv Reduction Evaluation may  be required.  A BMP Plan is to be developed and
implemented and the  Groundwater Monitoring Program is  still in effect.
Effective Date:  December  4, 1987
Expiration Date:  December 3, 1990
Abstract Date:
  Final Permit
March 16, 1989
                               EFFLUENT LIMITS  (FINAL)

NE0026565:  Valmont Industries, Inc.

                                       Avg./taax. Limits* and Units
                 , Monitoring

Flow
BCD ' '
TSS
DH
Flow
TSS
Oil and Grease
Lead (Total)
Zinc (Total)
oH
Flow
BCD
TSS
pH
Oil and Grease
Water Level
Conductivity
Lead (Total)
Zinc "
t>H
Nitrates


*Avg. Daily/Max.
. . •
: 008 :monitor only
: .-3.74/5.62 ka/d (30/45 ma/1)
: :3. 74/5. 62 " (30/45 . " )
: :6.0 - 9.0
: 013 :monitor only
: :34. 84/81. 27 ka/d
: : 5.08/15. 26 " ,
: :0. 140/0. 420 "
: :0. 186/0. 559 »
: :6.0 - 9.0
: 014 :monitor only
: : 1.59/2. 38 ka/d (30/45 ma/1)
: :1. 59/2. 38 " (30/45 " )
: :6.0 - 9.0
: 015 :15/20 ma/1
Groundwater Wells monitor only
: "
. . n
. . n
n

. , • - -
• «
Daily '
:
5/w calculate
1/m 8-hr como
n n
n w
	 ; 	
continuous
1/w comp
n .comp
n n
n n
n n
5/w calculate
JL/m 8-hr comp
n n
arab
n n
" Pump 5 min.
grab
n n
n n

n n




-------
NH0000396:  Mohawk Associates, Inc. of Nashua, New Hampshire, is a hair-burn, chrome-
tan, cattlehide tannery engaged in leather tanning and finishing  (SIC 3111).  The
facility is in the Leather Tanning and Finishing Category (40 CFR 425), with an
average production of  55,000 pounds per day (900 hides per day):   Process wastewater
and cooling water are  discharged at a rate of 0.19 mgd from Outfall 001 to the Nashua
River.  Wastewater treatment consists of an anaerobic primary lagoon and aerated
secondary lagoon treatment system.  Effluent limits for BCD,  TSS,  and total .chromium
are based on BPT=BAT effluent guidelines, and equivalent concentration  limits
are based on 0.19 mgd.   The limitations for oil and grease are based on the
previous permit limits which are more stringent than effluent guidelines following
antibacksLLding provisions.  Ammonia is limited according to  water quality standards
as & result of a request from the State of New Hampshire.  There is no  requirement for
bicnonitoring or a EMP Plan in the permit.
Effective Date:  May 31, 1984
Expiration Date:  May  31, 1989
Abstract Date:
     Final Permit
February 21,  1985
                               EFFLUENT LIMITS (FINAL)

NH0000396:  Mohawk Associates, Inc.

       Pollutants         Outfall      Avg./Max.  Limits and Units
                     Monitoring

Flow
BOD-5
TSS
Oil and Grease
Chromium, Total
Chrcrnium, Hexavalent
Sulfide*
Ammonia, NH3-N (6/1-9/1)
PH














.
001





.


.



.










report
102/227 kg/d
105/330
32/72
2.3/5.7
report
report
144/— kq/cL
6.0 - 8.5













-
: •" ." ' ,
rcontlnuous
— /315 mg/1 :l/w 24 hr cc
~/458 " : "
:l/m grab
— /8.0 mg/1 :l/w 24 hr ex
. :l/m grab
:3/w
200/ — mg/1 :l/w cotp
:l/d grab
•
'•
•.
:
•
' • -
. ' *
•
• •-..• : • •
- " - - • :
' ' ' ' •
•:' ' •. •
. ..,,....
:
:
- " • :
•
•
;:


mp


xnp


















*After evaluation, monitoring requirements may be reduced.

-------
NH0000469:  Spauldinq Fibre Company,  inc. in North Rochester, New Hampshire, produces
25 tons per day of paper and  paperboard for electrical applications.  One furnished
materials include:  wood,fiber consisting of unbleached kraft pulp, cuttings from
corrigated boxes and waste rolls for  linerboard; and cotton fiber consisting primarily
of blue jean  cuttings and some cotton linters  (SIC 2631, 2621, and 2641).  The
facility has  a  single discharge to Salmon Falls River from Outfall 001 averaging 0.55
mgd  (0.77  mgd maximum) process wastewater.  , The treatment system includes chemical
oxidation, neutralization, grit removal, flotation, mixing and sedimentation with
chlorine treatment of sludge.  Although there are national guidelines for .pulp and
paperboard producing facilities, there  are no effluent guidelines for mills which
produce specialty  electrical papers and paperbcards,  so effluent limits in the permit
were developed  on  a  case by case basis  using BPJ or water quality standards.  Limits
on antimony are based on regional guidance  for anitmony in drinking water.  Zinc is
limited by national  water quality criteria f 45 FR 79341) and li mi t-^ are less stringent
than previous permit limits, but were allowed because the facility is meeting
technology requirements  and the limits  are more stringent than state water quality
standards.  Limits on oil and grease are based on State certification requirements
needed  to  meet  water quality  standards, and BOD, TSS, and phenol are limited by BPJ.
There is no biomonitoring requirement or BMP Plan included in the permit.       ~~~
Effective Date:  April 25, 1985
Expiration Date:  April 25, 1990
                                Abstract Date:
                                   Final Permit
                                   May 28, 1985
                               EFFLUENT LIMITS (FIML)

NH0000469:  Spaulding Fibre Company, Inc.
     ;  Pollutants
Outfall
Aver./Max. Limits and IMits
                                                                         Monitoring
Flow , : 001 :report
BOD ,.,. 	 : :200/300 Ib/d
TSS ...»•.. :200/300 »
Phenol „- . ....... - .Q. 15/0. 50
Antimony :
Zinc :
Oil and Grease :
Fecal Coliform :
Temperature :
Turbidity :
P« :
- . • . . . :
••.....' . • :
• • - :
. • • •:
:
-.. ''.,.. ... :
. . -.• •.•..• . :- :
.. • • • :
--/3.1 "
9.6/13.4

report

"
6.5 - 8.0
:continuous
40/60 ma/1
40/60
0.03/0.1 "
— /0.48
— /2.1 "
~/15 "




:l/w
.n
:2/w
. »
• : "
:2/m

:2/m
. n
: "
24 hr comp
n
grab
24 hr exam
: n -
grab

II
it
II
. • . . -•. • - • •. -• - . .
- • •• . . - - - '• ; - ' • ..-.,.-..
••-"•• • .
-.•••-.- .. ... .
•
'•--.''.-• - . • •
.•-....•..-• .' . .-.--.
• • - ••-••••:- :

-------
NH0001023:  Arwood Corporation is located in Tilton,  New Hampshire, and is engaged in
aluminum investment casting (SIC 3361) where the principal metals cast are alummum,
magnesium and copper.  The facility is in the Metal Molding and Casting Catesgory
(Foundries) (40 CFR 464).  There are six discharges to the Winnepesaukee River;  one
is process wastewater (Outfall  002) and five are untreated noncontact cooling water
and stormwater.  Outfall 002 consists of acicl rinse,  process washout,  slurry mix and
washdown, and treatment is by hexavalent chromium  reduction, neutralization, settling,
and flocciQation.  The treated wastewater from Outfall 002 combines with noncontact
cooling water and stormwater and discharges from Outfall 001.  Average disdiarge rates
at each outfall are unknown, but the permit imposes maximum flow limits at each
outfall.  The flow limit at Outfall 001 is the combined flow of Outfalls  001 and 002.
Effluent limits at  Outfall  002  for copper, chromium, TSS and turbidity are leased on
previous permit limits.   Zinc limits are set similar to those of other toxic metals in
the permitby BPJ.  Oil and grease and aluminum are  limited according to State
certification requirements needed to meet water quality  standards.  Hexavalent
chromium limits are higher than those of the previous permit, pursuant to 40 CFR
122 44(1)(2)i,  and limits  on TTO are a technology transfer of BAT effluent (guidelines
from the Metal Finishing Category. At all outfalls  the lower limit on pH
is below the state water quality iLimit, but was modified to be a function of the low
pH of the intake water.  There  is  no requirement for a BMP Plan or biomoni-toring
included in the permit.
 Effective Date:   October 25,  1984
 Expiration Date:   October 25, 1989
                       Abstract Dates
                                               F:Lnal Permit
                                              March 1, 1985
                                EFFLUENT LIMITS  (FINAL)
 NH0001023:  Arwood Corporation
        Pollutants
     Avg./Max. Limits and Units
 Flew
Outfall	
 002   ;250,000/300,OOP gpd
&
   Monitoring
;continuous
       grab
 Temperature
                                          F
                                                                        :m.
 crgc
: 30/45  mg/1
                                                                              comp
 Oil and Grease
                                            TU
Copper, Total 	
Chromium, Total 	
Chromium, Hexavalent
Zinc, Total 	
Aluminum, Total 	
Magnesium, Total*
TTO
pH
Flew
Flow
Flow
Flow
Flow
Temperature 	
.
.
.
•
•
• .
:
•
: 001
: 003
: 004
: 005
: 006
001,003-006
:1.0/1.5 mg/1
:1. 5/2.0"
:0. 05/0.1 "
:1. 5/2.0 "
S—/0.5 »
:report
:— /2.13 mg/1
:6.0 - 8.0
. — AOOjOOCLgpd
. — 717,000
:__/40fOOO
s__/75,000
:— /12,000 "
s—/84 F
i " comp
: "
: " grab
: " comp '
: "
: 1/m "
:l/q qrab
:2/m grab**
:l/Cf estimate
: "
.I.
,. " »
•: "
: " grab
                       001,003-006:6
    *Mcaiitoring requirement may be reduced after evaluationT
   **Report range of 4 grabs
  ***pH shall not be 0.5  less than intake water.

-------
MH0001279;  Dartmouth Woolen Mills,  Inc. of Claremont, New Hampshire, is a
roanufacturer of textile fabrics consisting of pure wool, wool-synthetic blends, and  =
pure  synthetics (SIC 2231).  Pure synthetic production accounts for 20% .of total
operations which  include .stock dyeing, blending, carding,- spinning, yarn preparation,
weaving,  piece dyeing,  and fabric finishing.   Ihe facility's production rate is 28,000
pounds per day finished woven fabric and discharge is from two outfalls.  Outfall 001A
contains  20,000 gpd noncontact cooling water which discharges directly to Sugar River
without treatment.  Outfall  002A consists of 600,000 gpd process wastewater from 	
textile manufacturing processes and  treatment  is by screening and neutralization
Discharge from Outfall  002A  has been to a  city sewer since 1982, but an interceptor
leads to  a POTW and the facility will .begin discharge to the POTW from Outfall 002A
upon  completion of construction (expected  in 1987). > The facility is in the Textile
Mills Category (40 CFR  410) and production is divided among three subcategories:   low
water use -  45%;  wool finishing - 80%; and woven fabric finishing - 20%.  Effluent
limitations  for BOD, COD, phenol, sulfide and total chromium are, based on EPT/BftT
effluent  guidelines.  TSS limits are previous permit limits and limits on pH and
temperature  are based on State water guality standards.  Currently,  the receiving
water is  not achieving  water guality standards; however, the construction of the POTW
and elimination of discharge from Outfall  002A, will bring the segment into complianc
Effective Date:  April 18, 1985
Expiration Date:  April 18, 1990
                                Abstract Date:
                                   Final Permit
                                   May 23, 1985
                               EFFLUENT LIMITS
NH0001279:  Dartmouth Woolen Mills, Inc.
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                         Monitoring

Flow
Temperature
PH .
Flow
BOD-5
COD
TSS
Sulfide
Phenol ,
Chromium, Total
Oil and Grease
PH











001A :20,000/ — qpd
:24/— C
:6.5 - 8.0
•002A


















600, OOO/— g
280/560 1
2175/4350
450/900
3.7/7.4
1.9/3.7
1.9/3.7


3d
b/d (56/112
(435/869
(90/180
(0.74/1.5
(0.38/0.74
" (0.38/0.74
— /15 mg/1
6.5 - 8.0




mg/1*)
" *)
" *)
" *)
11 *)
» *)


2/m estimate
11 • . . grab
tl II
continuous .
;2/m cxrop
• M . tt
.n n
.n ii
.11 ii
. " , n
: " grab
: continuous
•.•,•/•- -. . .- -
: ' ' . <
- . • .
,.-.-••"

' ' ' ' • . • "

* •
. • - -..•.. - . •


*Eguivalent concentrations based on 0.6 mgd flow, but not inc1

.uded in
. .
the permit. 	

-------
NH0001325:  GTE Sylvania, in Hillsboro, New Hampshire is engaged in the manufacture of
miniature light bulbs and lighting products for the electronics and automotive
industries  (SIC 3641).   There are no national effluent limitation guidelines that
apply to this manufacturing facility which has two discharges to an unnamed tributary
to the North Branch, Contoocook River.   Outfall 001, consists of untreated Wcish and
rinse water, noncontact  cooling water, and stormwater runoff;  Outfall 002 is sanitary
wastewater where sludge is treated by chlorination and wet oxidation. Flow values at
Outfall 001 ranged from 37,000 gpd to 129,600 gpd and at Outfall 002  from 18,000 gpd
to 40,000 gpd during 1983.  Effluent limitations on temperature and TSS  at Outfall
001, and  on BOD, TSS, and settleable solids at Outfall 002,  are previous  permit
limits.   Limits on oil and grease at Outfall  001, pH (both outfalls)  and fecal
coliform  at 002 are based on State certification i^quirements needed  to meet
water quality standards.  Monitoring requirements on other parameters in the permit
are effective  for  one year  after issuance of the permit to develop an adequate
database  by which a decision can be  made whether actual limits are necessary. There
is no requirement for biomonitoring or a BMP Plan included  in the permit.
Effective Date:
Expiration Date:
September 24, 1984
 September 24, 1989
Abstract Date:
Final Permit
May 24, 1985
                                EFFLUENT LIMITS  (FINAL)
 NH0001325:   GTE Sylvania

        Pollutants         Outfall
                      Aver./Max. Limits and Units
                Monitoring
. • • : -....'..--
Flow : 001
Temperature 	 :
TSS :
Phosphorus, Total :
Copper, 	 " :
Lead, " :
Silver, " :
Chlorine, Total Residual:
Sevin (Carbaryl)** :
Oil and Grease :
TTO :
pH :
Flow : 002
BOD-5 :
TSS :
Settleable Solids :
Phosphorus, Total :
Total Coliform :
pH :

s__/142,000 qpd
:—/80 F
:— /10 mq/1
:report
: "
: "..'.'
.»

: "
: 15/25 mcr/1
:report
:6.5 - 8.0
. — /40,000 qpd
: 30/50 mq/l
:30/50 "
:0. 1/0.3
:report
: 240/240 per 100 ml
:6.5 - 8.0
: • ••
: continuous
il/m
: "
: "
: "



: 1/q
, :2/m
:2/y
: 2/m
grab*
ccmp




qrab
comp

"
qrab*
:continuous
:2/m


: 1/m
: 2/m

. . •- • .
carp

qrab
comp
grab
grab*

*Report range of 4 grabs. 	 : 	 _ - • . • - 	 -_ 	 __^_ 	
   one week after use.

-------
NH0001341:  General Electric Company located in Hooksett, New Hampshire, is engaged in
the manufacture of jet aircraft engine hardware for military and commercial
applications  (SIC ,3724).  The facility is in the Metal Finishing Category (40 CFR 433)
and discharges to Peters Brook.  Outfall 002 consists of 3,500 gpd untreated
noncontact cooling water and Outfall 003 is 7,500 gpd process wastewater treated by
chemical precipitation  and neutralization.  Sludge is treated by gravity thickening/ ••'.
then landfilled.  After treatment,  wastewater from 003 combines with noncontact
cooling water (62,000 gpd) from Outfall 001 prior to discharge.  During the first    ,
quarter of 1985, the facility will begin recycling the treated process wastewater,  so
flow from Outfall 003 ..will no longer be continuous.  At that time,  effluent
limitations will not change; however,  the facility must report the frequency of
discharge from Outfall  003.  The basis for limitations at the facility is as follows:
iron, TSS, oil and grease,  and pH - State certification requirements; daily maximum
nickel and .chromium, TTO  (at Outfall 003), and average zinc - BAT effluent guidelines;
and limits on the remaining pollutants - water quality standards which are more
stringent than national guidelines.  Monitoring requirements for toxic pollutants at
Outfall 001 and 002 are imposed to better document the eoncentration of these
substances and to assure that the combined discharge from the facility satisfies water
quality standards.  After reviewing data on these tests,  requirements for these
parameters may be modified.  Requirements  for a BMP Plan are not included in the
permit; however, toxicity  testing  and  analysis of18 parameters  (hardness, TSS, TOC,
COD, residual chlorine,  cadmium, total and hexavalent chromium,  copper, lead, nickel>
silver/ zinc, iron,  aluminum, total cyanide, ammonia, and pH) is required once per
month during July and August of the first year on the combined discharge from the
three outfalls to further evaluate effects of plant discharge on aquatic life,  and
determine if monitoring requirements at each outfall shall be modified.  Toxicity
testing procedures must be approved by EPA's New England Regional Laboratory,
Technical Support Branch.  ,                                      V      :
.Effective Date:  October 27, 1984      ,                 /       ,   r
Expiration Date:  October 27, 1989                      Abstract;Date:

                               EFFLUENT LIMITS (FIN^L)

NH0001341:  General Electric Company  (Page 1 .of 2)
                                                                          Final Permit
                                                                        March 20,  1985
/Pollutants Outfall
•; •/ • -• ' . , ;'
Flow 001+003
Flow -
TSS
Temperature
Ammonia, Total
Flow
Temperature
Oil and Grease
m
TTO ,
PH
Flow :
Cadtraxm, Total
Chromium, "

001



002

001,002



003


Avg./Max. Limits and Units
: 	 ••:••-.
: 69, 500/75, 000 gpd
: 62/000/65, 000 "
:15/25 mg/1 ,
:70/80 F
:report
:— /3>500 gpd
:— /73.4 F
:10/15 mg/1
:report
:'.".•" ••-••. .- • -
:6.5 - 8.0
:7, 500/10,000 gpd
:— /0.024 mg/1
si. 42/2. 77 ,•"...•
Monitoring
:l/m total
. ii • ii.
:2/m comp
: " grab
:l/g grab
:l/m total
:2/m grab
.11 H
: 1/q comp
: "- grab
:2/m. ,"*
: continuous
:2/m comp
• » »
: • '• -.--.•- -,....,-...- • . . .•.-•• - .
*Report range of four crabs.
(1) Copper, total; Lead/ total; Nickel, total; Silver, total: Aluminum.
total. 5

-------
NH0001341:  General Electric Company located in Hboksett, New. Hampshire,  is engaged in
the manufacture of jet aircraft engine hardware for military and commercial
applications (SIC 3724).   Die facility is in the Metal Finishing Category (40'CER 433),
and discharges to Peters Brook.  Outfall 002 consists of 3,500 gpd untreated
noncontact cooling water and Outfall 003 is 7,500 gpd process  wastewater treated by
chemical precipitation and neutralization.  Sludge is treated by gravity tMckening, v
then landfilled. After treatment,  wastewater from 003 combines with nohcontact
cooling water  (62,000 gpd) from Outfall 001 prior to discharge.  During, the first
quarter of 1985, the facility will begin recycling the treated process wastewater, so
flow from Outfall 003 will no longer be continuous.  At that time, effluent
limitations will not change; however, the facility must report the frequency  of
discharge from Outfall 003.  The basis for limitations at the  facility is as  follows:
iron, TSS, oil and grease,  and pH - State certification requirements; daily maximum
nickel and chromium, TTO (at Outfall 003), and average zinc - BAT effluent ciuidelines;
and limits on the remaining pollutants - water quality standards  which are more
stringent than national guidelines.  Monitoring requirements for toxic pollutants at
Outfall 001 and 002 are imposed to better document the concentration of these     •
Bubstances and to assure that the  combined discharge from the facility satisfies water
quality standards.  After reviewing data on these tests,  requirements for-these
parameters may be modified.   Requirements  for a BMP Plan are not included in  the
permit; however, toxicity testing  and analysis  of  18 parameters  (hardness, TSS, TOC,
COD, residual chlorine, cadmium, total and hexavalent chromixim, copper, lead, nickel,
silver, zinc, iron,  aluminum, total cyanide, ammonia, and pH)  is required once per
month during July and August of the first year on the combined discharge frcari the
three outfalls to further  evaluate effects of plant discharge on aquatic life, and
determine if monitoring  requirements at each outfall shall be modified.  Toxicity
testing procedures must  be approved by EPA's New England Regional laboratory,
Technical Support Branch.
Effective Date:  October 27, 1984
Expiration Date:  October 27, 1989
Abstract Date:
 •Final'Permit
March 20, 1985
                               EFFLUENT LIMITS (FINAL)
NH0001341:  General Electric Company  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                  Iftanitoring
Flow
Chromium, hexavalent
Copper, Total
Lead,
Nickel,
Silver, "
Zinc, Total
Iron, "
Aluminum, "
Cyanide, "
TSS
Oil and Grease
TTO
Temperature
m


003 (Continued)
:— /0.13 ;
:— /0.10
:0. 03/0. 30
:1. 90/3. 98 •
:0. 004/0. 01
: 1/48/2. 17 mcr/1
:2. 0/3.0
:— /2.41
:0. 14/0. 27 '
:15/25
: 10/15 '
:~/2.13
:— /91.4 F • . * ......
:6.5 - 8.0
• . i
: • :. ". >. '• "." ' '. ; -• . :
.
2/m comp

'. - ' '

t »
I II
.
i n
1 grab
' comp
" grab
1/q "
2/m
continuous



-------
NH0021148:  Janoo  Incorporated, located in Rollinsford, New Hampshire, is a small
manufacturing facility engaged in the production of printed circuit boards,
electroinecihariical/component assembly, and the fabrication and molding of plastic parts
(SIC 3079, 3679).  Discharge from two outfalls at the facility is to an unnamed
tributary of Rollins Brook.  Outfall 001 consists of process wastewater and has a
maximum flow rate of 43,200 gpd and Outfall 002  consists of noncontact cooling water
where maximum flow is  24,000 gpd.  No treatment of the effluent is specified.
Effluent  limitations on cadmium,  copper,  lead, nickel, zinc/ and cyanide are based on*
national  water quality criteria (49  FR 4551 -and  45 FR  79318) and TSS and TTO are based
on BPT/BAT effluent guidelines  in the Metal Finishing Category (40 CFR 433).
Triethanolarnine, formaldehyde, butyl cellosolve and butyl carbitol are present in the
effluent  at Outfall 001,  so by BPJ,  these organics have been added to the list of TTO
Oil and grease and pH limits at both outfalls  are based on State certification
requirements needed to  meet water quality standards.  Monthly acute toxicity testing
(biomonitorinq),  measured by 48 hour static tests using Daphnia pulex as the test
organism, at Outfall 001 is required because toxicity tests continue to show the
effluent has potential  to be toxic to aquatic life.   There is no BMP Plan included in
the permit.
Effective Date:  March 21, 1985
Expiration Date:  March 21, 1990
                                Abstract Date:
                                   Final Permit
                                   May 23, 1985
                               EFFLUENT LIMITS (FINAL)
NH0021148:  Janco Incorporated
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring

Flow,
Cadmium, Total
Copper, "
Lead
Nickel, "
Zinc, "
Cyanide, "
TTO
Oil and Grease
TSS
Temperature
PH
Flew
COD
Oil and Grease
Temperature
pH







:
001 :— /43,200
:— /0.003
: 0.01/0. 014
:0. 002/0. 04
j.0.1/1.77-
:0. 08/0. 29
: 0.01/0. 04
:— /2.13
: 10/15
:31/60
:— /18 C
:6.5 - 8.0
002 :— /24,000
:report
: 10/15
:— /19 C
:6.5 - 8.0
•
•
•
e
•
*
:
• *
•

OPd
mg/1
11

n


n




gpd

mcr/l









•
: continuous
:2/m comp
.11 it
. it n
.n ii
.11 it
: " grab
Q "
: 1/m "
:2/m conp
.'• . 	 ; 1/q gra 3
: continuous
:l/m total
_i 	 : " comp
: " grab
.n ii
.n n
. ' . •
.
:
.
•
-
. • :

-------
1K0021172:  EnviroSystems. Inc. in Hampton,  is a commercial aquatic biotpxicity
testing laboratory (SIC 7397).   There is no Point Source Category for this facility.
Outfall 001 (1500 gpd)  is the combined flow of the biotoxicity testing Wastewater,
culture water, and non-contact cooling water, whereas Outfall 002  (250 gpd)  consists
of only the treated biotoxicity test wastewater.  Wastewater treatment consists of
jEflpjfcl sand filtration and activated carbon.   Treated effluent is discharged  to  an
unnamed salt pan that drains to the Taylor River.  The effluent limtations are.based
on EPJ. For Outfall 002, the permittee must report, on a monthly basis, the general
generic group of each chemical tested, and on a yearly basis, the actual chemical name
or structure of all chemicals tested during the calendar year.  Static acute 48-hr
toxlcity tests are to performed once per discharge on the static test wastewater.  The
tests on the flow-through wastewater must be done once per week during equilibration
and then once per month  for  the duration of the test.  Daphnia pulex should be  used in
the freshwater effluent  and Mysidopsis bahia  should be used  in saltwater effluent.
The toxicity limits for  the  static wastewater is  a NOAEL >. 30%,  and a NOAEL > 90% for
the flow-through wastewater. The 48-hr IC50  must also be reported.
Effective Date:  August 19, 1987
Expiration Date:  August  19, 1992
                  Abstract Dates
 Final Permit
April 6, 1989
                               EFFLUENT LIMITS  (FINAL)
NH0021172:  EnviroSystems, Inc.

       Pollutants         Outfall
Ava./Max. Limits and Units
 Monitoring
Flow 	 	

Turbiditv (Receiving
moo
Total Col i form
Dissolved Oxvaen
pH
tf
STATIC TESTS
Flow

: 001 i2000/— GPD I/a estimate
i . . • . total dailv
Stream) :Not to exceed 10 NTU
: rmonitor only I/a arab
. . n " "
„ n „
• -.6.5 - 8.0 -•;..."
. • • - '"

: 002 : — /50 GPD 1/discharae
. .
* • " •
Dissolved Oxvaen
Toxic ifcv
pH
: :monitor only I/
• :NOAEL > 30%
: :6.5 - 8.0

FLa^-THEOUGH TESTS. 	
Flow 	 „

Dissolved Oxvoen
Chemical (s) beino_
pH
Toxic itv


• 002 :200/— GPD

; rmonitor on).y
tested : "
• -6.5 - 8.0
: :NOAEL > 90%
. . •
. •
. .

estimate total
daily
discharge arab
n n •
i
n n
--• :

** estimate
total dailv.
** arab ,
** •«
** "
*** "




**l/week during test equilibration and then 2/month for the duration of-jfche test. 	
***TAx*sk during test equilibration and then I/month for the duration of the test. —

-------
M0021229:  American Metal Fabricators,  Inc. of Hudson, New Hampshire, is engaged ±n
the manufacture of sheet metal parts, primarily for the computer industry and is in
the Metal Finishing Category (40 CFR 433).   Outfall 001 consists  of 0.023 mgd
noncontact cooling water for spot welding machines and Outfall 002 is 0.014 mgd
treated process wastewater from aluminum etching,  chromating,  and tumbling operations
Process wastewater treatment techniques are not specified; .both discharges from the
facility  are to an unnamed tributary to  the Merrimack River.  Effluent limits for TSS
are based on BPT effluent guidelines  and the limit on TTO is based on BAT for this
category.  The  limitations for chromium and cyanide are based on waterrquality
standards because  the dilution available in the receiving water is so low that
effluent  guidelines limits would violate water quality criteria.  Limits on oil arid
grease, alumimum,  iron, pH, and temperature are based on State certification
requirements needed to meet water quality standards.  Application data indicated the
presence  of lead,  zinc, and copper above background levels, so monitoring requirements
on  these  pollutants have  been  imposed.  There is no requirement for a BMP Plan or
biomonitoring included in the  permit.
Effective Date:  March 27, 1984
Expiration Date:  March 27, 1989
Abstract Date:
 Final Permit
April 2, 1985
                               EFFLUENT LIMITS (FINAL)

NH0021229:  American Metal Fabricators, Inc.

       Pollutants         Outfall      Avo./Jfax.  T.iTnii-«

Flow ,
Temperature
pH
Flow
TSS
Oil and Grease
Aluminum
Chromium
Iron
Cyanide
TTO
Copper*, Lead*, Zinc*
PH








001


002

•
•
-












3
•.•••- • • . • - - • •. . ••• • - - . -
report
—715 C
6.5-8.0
— /0.01 mgd
31/60 rag/1
T-/15 .
— /0.5
0.18/2.6
2.0/3.0
0.02/0.07
— /2.13
report
6.5 - 8.0

:l/m estimate
; " grab
• t! - tl ^
; :contLnuous
;2/m 8 hr comp
: " grab
	 - . ; " 8 hr comp
. ii H
." M
	 :l/q crcab
• " H • j.
:l/m 8 hr conp
:l/d grab

•
- - " - •'• • • -' - . . :" . ."
• ' - •
' - ••'-"•-•
•• - - ' •
• • - • ' •

*After one year of monitoring, permit may be irodi fieri.
•


-------
NJ0000540:  The Ciba-Geiov Corporation plant in Summit, New Jersey  (W. of Newark) is
in the Pharmaceutical Manufacturing Category (40 CPR 439)  and  produces medicinal,-,
chemicals and botanical products  (SIC 2833) and mixes and formulates - pharmaceutical
preparations (SIC 2834).  Process  wastewater is partially discharged to the POTW, and
the remainder is contained in drums for removal and disposal.  Cooling tower blowdown
and in-plant storm water are-discharged at Outfall  001  (0.197  mgd)  and Outfall
002 (0.084 mgd)  to the Passaic River.   Outfalls 003, 004,  and  005 discharge storm
water.  The basis for BAT limitations is, a BPi extension of existing permit limits and
State water quality standards. The temperature limits for  Outfalls 001 and 002 are
based on unspecified !£A guidelines for non-contact cooling water.   Monitoring for
chromium and copper  at Outfalls 001  &  002 is not required  if  they are not used for
water treatment,  algecides,  or heat exchanger maintenance.  Toxic substances are not
to be present in  concentrations that cause acute or chronic toxicity  to aquatic biota,
or bioaccumulate  within organisms to concentrations that produce toxic effects or
render them  unfit for  consumption.  Concentrations of non-persistent toxics, shall not
exceed 0.05 of the acute definitive LC50 or BC50 value,  and concentrations of
persistent toxics shall not  exceed 0.01 of the acute definitive LC50 QI_ ECJ5J1 value.
The permit contains a reopener clause for  toxic effluent limitations.  A BMP Elan is
to be submitted within six months of the effective date of the permit and  is to
implemented  within twelve months of the  effective date.
Effective Date:  August 1,  1988
Expiration Date:  July 31,  1992
Abstract Date:
  . Final Permit
October 7, 1988
                              EFFLUENT LIMITS  (DK5T WEfiTHER)

 NJ0000540:   Ciba-Geigy Corp.   (Page 1 of 2)

                           Outfall     Ava./Max.  T.imits  and Units
                    Monitoring

Flow 	 ,
• nm . nn9.:monitor intake flow 	 __.
TSS (Drv Weather) : 001 : 11/30 kg/d (NL/20 mo/1*.
rm " - :39/78 " (NL/50 " *
vw
Anroonia-N
Petroleum!
Temperature
Chromium^
Zinc
Coppgr 	
" : : 0.45/0. 90 " (NL/Reoort " *
hydrocarbons ; : 10/15 ma/
*** n : :NL/32 C
" : :NL/500 ug/.
: :NL/300 ug/!
: :NL/35 ug/_.



.

TSS (Drv Weather) : 002 : 4. 5/12 kg/d (NL/20 mg/1*
rm " • s 14/28 " (NL/50 " *
Anmonia-N
PetroleumJ
frVllVJr^VWt <
Temperature
Chromium
V^llL VIM-HfUU
Zinc

PH

*NL - NO
**Thermal

" • :0. 45/0. 90 " (NL/Reoort " *'
TvoYocarbons • : 10/15 mg/
a** : :NL/32 C
• :NL/500 ug/!
: :NL/300 ug/:
	 1 	 ?NL/35 ug/.
all outfalls: 6. 0-9.0

/I


L




l/mo-
" comp
it n
_____ —— — — — —
" grab
N/A
" grab

n • n ,
" como
n n «

" grab
N/A
" grab




1: limitedr however r reporting is required 	 	
discharges shall not change ambient stream terno. bv more than 2,8 Q 	
e stream temp to exceed 27.8 C.


-------
W0000540:  Ciba-Geioy Corp.   (Page 2 of 21
                                      WET
       Pollutants
 INTERIM T-TMrff! LftSTDC TWO YEARS

Outfall      Avg./Max._Limits_and_Units
                                                                 Monitoring
TSS . .(Wet Weather)
COD " .
Ammonia-N "
Petroleum Hydrocarbons
Temperature** "
Chromium n
Zinc "
Copper "
PH "
n
n
n
n
n
! ii
n
n
n
:NL/Report ma/1
:NL/Report "
:NL/Report "
: 10/15 "
:NL/32 C
:NL/500 ua/1 - .
:NL/300 ua/1 , .
:NL/35 ua/1
:6.0 - 9.0
n
: n
n
n
n
n
n
n
it
COfflp
n
n
arab
N/A
arab
n •
n
n
  _*NL_=_Not_limited,_however/_reporting_is_required
_**Thermal_discharges_shall_not_change_ambient_stream_temp. _byjnore_than_2.8_C
	pr_cause_stream_temp_to_exceed_27.8_C^	     "''--.    . ;    -'
      Pollutants
                Outfall
          WET WEflTHER
              FOR LflST THREE YERRS

            Ava./Max.  Limits and Units
                                                                         Monitoring
Flow
               ;001,  Q02;monitor intake flow
                                                                       :l/mo
TSS
(Wet Weather)
       ;NL/A*** ka/d    (NL/Report . ma/1)
                                                                               ;omp
                                                  (NL/50  ma/1)
COD
                  001   ;NL/B***
                        (NL/Report  ma/1)
                           002
                                         (NL/100   ma/1)
Ammonia-N
                  001    ;NL/Report
                        (NL/Report  ma/1)
                           002   :— /
                                         (NL/Report  ma/1).
Petroleum Hydrocarbons  s001.002 :10/15   ma/1
                                                                     arab
Temperature**
                        :NL/32  C
                                                    N/A •
Chromium
                        ;NL/500  ua/1
                                                                               grab
Zinc
                        :NL/300  ua/1
Copper
                        ;NL/35  ua/1
DH
                             6.0 - 9.0
  *NL = Not limited, however, reporting is required
 **Thermal discharges shall not change ambient stream temp, by more than 2.8 C
   or cause stream temp to exceed 27.8 C. '  "      ''        '     .
 A*** - Mass based on 100 mg/1                                	       .
 B*** - Mass based on-50 mg/1	           " . •.	  ^       .   .

-------
NJ0000787:  Octagon Process, Inc.,  operates a chemical blending and packaging facility
(SIC 2841, 2842, 2992), in Edgewater, New Jersey.   No effluent guidelines category
exists for this facility.  Die permittee is involved in the formulation or chemical
blending with some realigning  and repackaging of chemicals.   Outfall  001 discharges
500 gpd of non-contact cooling water and boiler blowdown, 1000 gpd of vessel and
equipment washwater, and 2600 gpd of ground water infiltration, and stormwater for a
total of 4100 gpd.  Limitations for TSS and BODS are based on BPJ using the Interstate
Sanitation Commission  requirements.  The limitation for TOC is based upon BPJ and    .
limitations for chloroform,  1,1-Dichloroethane/ 1,2-Dichloroethane, Tetrachioroethane,
1,1,1-Trichloroethane,  1,1,2-Trichlaroethane,  and 1,4-Dichlorobenzene are based upon
BPJ using 40 CFR part 414.   One permittee is required to  conduct  monthly definitive
acute 96-hr flow-through or  static renewal toxicity tests using the mysid shrimp,
Mvsidopsis bahla.  The first toxicity test must be initiated  no later than, three
months from the effective  date of the permit.  A whole effluent acute toxicity
limitation of IC50 >. 5%  will be in effect  for the first 18 months, and. for the
remaining permitted period,  an LC50  of  >_ 50% will be in effect unless -the limitation
is modified as  a result  of the review of the Critical Instream Waste Concentration.
The permittee has  30 days  to submit  a plan of study for determining the Critical
Instream  Waste Concentration,  and the study is to be completed and the report submitte
within 90 days.  A Toxicity Reduction Evaluation plan is  to be submitted within 45
days and  completed within  6  months.  The measures identified in the study that will
bring the facility in compliance are to be implemented within 18  months.  The IRE will
not be considered  completed  until the facility has attained compliance with the final
acute toxicity  limitations.  A BMP Plan is to be submitted within 6 months and
implemented within one year.  This plan is to designate procedures for adequately
controlling spills or leaks of  hazardous substances, as well as segregate contaminated
stormwater generated from the chemical  transport area so that it  will not flow into
the storm sewer.                                                    -
Effective Date:
Expiration Date:
                           Abstract Date:
                                   Draft Permit
                               October 12, 1988
                               EFFLUENT LIMITS (DRAFT)
NJ0000787:  Octagon Process, Inc.
        Pollutants
Outfall
.Aver./Max. Lunits and Units
J frbnitoring
Plow
Temperature
Oil & Grease
TOC
TSS
BODS
Surfactants
Chloroform
1 , 1-Dichloroethane
1 , 2-Dichloroethane
Tetrachloroethylene
1,1, 1-Trichloroethane
1,1, 2-Trichloroethane
1 , 4-Dichlorobenzene
001 :monxtor only
:— 730 C (86 F) ,
: 10/15 mg/1 (No visible sheen)
:— 720 mg/1
:— 750 mg/1
:30/50 " -...-.:• ......
:— 73.0 "
:0. 111/0. 325 mg/1
: 0.029/0. 059 "
:0. 180/0. 574
:0. 052/0. 164
:0. 022/0. 059
:0. 032/0. 127
: 0.142/0. 380
Organic Toxic Pollutants* :NL/NL**
*Onlv volatiles and pesticides listed in N.J.A.C 7:14A-1 et seq., Appei
**Not limited, but reporting required
1/m
1 jjrab


1


1/cr
it
H


















>dix B


-------
NJ0000957:  !Hie Colgate Palmolive Gompany of Jersey City, New Jersey produces a
variety of  soap-related products by "pot and paddle" techniques.  She facility
discharges noncontact cooking water from the power plant (SIC 4930), and contact
cooling water from the glycerine refining and  distillation process  (SIC 2841), to the
Hudson River  via Outfall 001.  The  facility is in the Soap and Detergent Category
(40 CFR 417).   All process and sanitary wastewaters are discharged to a sanitary
sewarage plant and there is no treatment of the wastewater at Outfall 001 which flows
at a rate of  10 mgd.  Limits on  net TOC are based on previous plant performance and
EPA Region II's guidance for cooling water discharges,  and limits on pH and
temperature are based on Region  II's guidance only./Previous permit limits apply to
net BOD and net TSS and ;the limitations for oil and grease are from New Jersey water
quality standards  (N.JA.C.  7:14A-1  et..s§£.)  Bioassay tests  on  the  effluent are,
required providing a measure of  toxicity  reported as 96 hour LC50.  A BMP plan is to
be completed within one year of the effective date of the permit.
Effective Date:  September 1, 1984
Expiration Date:  August 31, 1989
                            Abstract Date:
                               ,.,'.-•  Final Permit
                               February 4, ,1985
                               EFFLUENT LIMITS (FINAL)

NJ0000957:  The Colgate Palirolive Company
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
D .
- n
Flow - s 001
BOD-5, net s
TSS, net s
TOC, net s
Oil and Grease s
Temperature g
Surfactants
Total Chromium**
Total Zinc**
PH



, •
















. s .

report
— /470
— /1026
440/780
10/15
~/30 C
kq/d (— /12.4 mg/1*)
(— /27.1 " *)
(11.6/20.6 " *)
mg/1 ,
-
report
— /0.5
— /l.O
mg/1
mq/1
6.0 - 9.0





-.--.-.-




continuous
1/w
it
24 hr camp
H. . •- -
It H
11
11
II
1/q

grab
„,
24 hr comp
grab
it -
1/w









 *Equivalent concentrations based on flow of 10 nqd,  but not included in permit
**Monitorinq is not required unless a corrosion inhibitor containing this metal
  is used for water treatment purposes.

-------
NJ0002640:  E.I.  50% (by volume)
 Chrcnmirn****
                                  :500
          ug/1
                                                                        tl/m   grab
 Zinc****
 Copper****
                                  1000
 Temperature
                                  :42 C
 Pi.
                                  :6.0-9.0
    *Bguivalent concentrations based on 3.34 mqd flow, but not included in ipermit.
   **Equivalent concentrations based on 0.61 mqd flow, but not included in -permit.
  ***In addition, no visible sheen.	 '    	.	
 ****Monitoring for this parameter is not required unless a corrosion inhibitor
     containing this metal is used for water treatment purposes.

-------
KJ0002640.'  E.I. du Pont de Nemours and CompahyV Grasselli plant in Linden.
New Jersey/ manufactures dimethyl sulfate,  reagent  acids (sulfuric, nitric, and
hydrochloric), chlorosulfonic acid, sulfur tribxide,ariunonium thiosulfate, sodium
bisulfite, formaldehyde, and dimethyl hydrocyl amine (SIC 2819,  2869).  The facility
is in the Organic Chemicals Manufacturing Category  (40 CFR 414) and the Inorganic
Chemicals Manufacturing Category (40 GFR 415), discharging to the Arthur Kill.  The
following outfalls are addressed in the permits   Outfall 004 consisting of an average
of 3*34 mgd of cooling water; and Outfalls 005, 008, and 009 consisting of cooling
water and process wastewater (averages of 0.61 mgd, 1.92 mgd, and 3.57 mgd,
respectively).  Outfall 008 receives neutralization, equalization,  and suspended
solids settling as treatment.  Outfall 009, the only other waste stream that is
treated prior to discharge, receives neutralization.  The basis for the permit
limitations are:  the  previous permit (flow,  TSS, pH—004; TSS max., pH—005; pH-008;
TSS, Oil and Grease, pH—009),  BPJ of achievable levels as demonstrated by the
facility's  DMR's (TOC,  Oil and Grease, temperature~004; TOC, TSS avg., sulfate,
temperature—005; TSS,  ammonia,  nitrogen, sulfate,  temperature—-008; TOC,
temperature—009), EPA Region II guidance for cooling water discharges (chromium,
zinc, copper—004, 005, and 009;  TOC based on 20 mg/1 concentration, copper—OpS),
water quality criteria in accordance with Interstate Sanitation Commission Regulations
(Oil and Grease—005 and 008) and effluent guidelines for sodium bisulfite production
(chromium, zinc—008).   Biomonitorlnq, consisting of 96-hour flow-through or static
tests, shall  be conciucted at Outfalls 005, 008, and 009 once every three months.
Results will  be reported as 96-hour LC50.  A BMP plan was to be implemented by
11/1/85.
Effective Date:
Expiration Date:
November 1, 1984
October 31, 1989
Abstract Date:
Final Permit
June 5, 1986
                               EFFERENT LIMITS (FINAL)
NJ0002640: E.I. du Pont de Nemours and Company (Page 2 of 2)
Pollutants Outfall Avg. /Max. Limits and Units
Flow
TOC, net
TSS, net
Ammonia, Nitrogen, net
Total Sulfate , net
Oil and Grease
Toxicity (Bioassay)
Chromium****
Zinc****
Copper****
Temperature
PH
Flow
TOC
TSS
Oil and Grease
Toxicity (Bioassay)
Chromium****
Zinc****
Copper
Temperature
008 imonitor only1 .
:— /273 kg/d (— /37 mg/1*)
: 100/400 " (14/55 " *)
: 500/800 " (69/110 " *)
:— /6650 " (— /914 " *)
: . . 10/15 mg/1***
: 96-hr LC50 > 50% (by volume)
:500 ug/1
:1000 " .......
:1000 , :«
:37.7 C
Monitoring
: continuous
:l/w comp
.11 n
. I,
• ii n i
:l/d grab
:l/g
:l/m grab

:".?' " :
:l/d
:6. 0-9.0 jl/w "
009 :monitor only
:— 7350 kg/d (— /26 mg/1**)
: 285/365 " (21/27 " **)
: 10/15 "r ***
: 96-hr LC50 > 50% (by volume)
:500 mg/1
:1000
: continuous
:l/w comp
. n n
:l/d grab
: 1/g
:l/m grab

:1000 " : »
:37.7 C : :l/d "
PH : :6.0-9.0 :l/w
*Eguivalent concentrations based on 1.92 mgd flow, but not included
**Eguivalent concentrations based on 3.57 mgd flow, but not included
***In addition, no visible sheen.
in permit.
in permit.

****Monitoring for this parameter is not reguired unless a corrosion inhibitor
containing this metal is used for water treatment purposes .


-------
NJ0002666:  Carter-Wallace, Inc. is located in Cranbury,  New Jersey,  and; is engaged in
the oDmpounding and packaging of pharmaceutical products and consumer goods; the
consumer goods include antiperspirant, shaving cream, hair remover/ liver pills, and
animal shampoos  (SIC 2834).  In addition to the formulating operations, .research is
perfomed on new prescription drugs (Wallace Lab)  and consumer products  (Carter Lab).
The facility is in the Pharmaceuticals Manufacturing Category (40 CFR 439),  and  has
three wastestreams.  Outfall 001 is sanitary wastewater  (0.053 mgd) and Outfall  002 is
process  wastewater (0.072 mgd); both receive biological treatment separately.  Outfall
003 is untreated noncontact cooling water (0.308 mgd).  The three outfalls are combine
prior to discharge from an unspecified outfall to Cranbury Brook.  The limits are base
on the following:  001—BPJ in  order to comply with  surface water quality standards fo
Cranbury Brook;  002—BPJ for the same reason as above  (COD, DO, phosphorous, copper,
ammonia),, and limits required by the permittee's 1975 Construct and Operate Permit
No. IND-R-74-6-1 (flow,  BOD-5, TSS, pH,  total chromium, zinc); 003—federal
EPA regional guidance for noncontact cooling water.  Mass limits for 001 and 002 are .
calculated using flows of  0.08 mgd and 0.10 mgd,  respectively.  She permit has been
modified to incorporate discharges to groundwater from"the process wastewater treatmen
plant via two unlined equalization basins, two sludge drying beds with underxirains, tw
unlined  aerated lagoons, and a stormwater retention basin;  groundwater discharge from
the sanitary treatment plant is via sand f liters.  Groundwater monitoring is to be
conducted at seven wells at various locations near the lagoons, sludge beds, and
equalization basins on the facility property.  Ninety-six (96) hour flow through or
static renewal bioassay testing is required every three months; the fathead minnow is
the recommended test organism.   If the first four tests show no toxicity, tliis
requirement may be changed to once per year.  A measure of toxicity will be reported
as LC50.
Effective Date:  May 1,  1985
Expiration Date:  April  30, 1990

                                EFFLUENT LIMITS  (FINAL)

NJ0002666:  Carter-Wallace, Inc.  (page 1 of 2)
Abstract Date:
  Final Permit
March 28, 1986
Pollutants
Flow
BOD-5
BOD-5 Reduction *
TSS
COD
Fecal Coliform
Oil and Grease
.ammonia (as N)
Dissolved Oxygen
Phosphorous ***
Residual Chlorine ***
PH
Flow
BOD-5 (4/1-11/30)***
BOD-5 (12/1-3/311***
BOD-5 Reduction *, ***

Outfall Avg./Max. Limits and Units
001 :report
:3. 03/6. 07 kq/d
:90% min./—
:6. 07/12.1 kq/d
:report
:200/400 per 100 ml
: 10/15 ircr/1
:report
• "
• > •
:1.0/1.5 mcr/1
:— /20 uq/1
:6.0 - 9.0
002 :report
:7. 58/11. 4 kq/d
: 11. 4/17.1
:90% min./—
:
Mj^iitoring
continuous
1/w comp
it - ii . •
.

1/m " **
1/w grab
1/m
comp
grab
comp
grab
" . ,
continuous
1/w comp
•ii . , . . ii
ii H

   *Applies when monthly average BOD-5 is greater than 10 mg/1.
  **Reduction of monitoring may be requested after one year.
 ***Inter5jg limits apply 5/1/85 through 4/30/88.
    Final limits apply 5/1/88 through 4/30/90.	.

-------
NJ0002666:'  Carter-Wallace, Inc. is located in Cranbury, New Jersey, and is engaged in
the compounding and packaging of pharmaceutical products and consumer goods; the
consumer goods  include antiperspirant, shaving cream, hair remover, liver pills, and
animal shampoos (SIC  2834).  In addition to the formulating operations, research is
perf omed on new prescription drugs (Wallace Lab)  and consumer products (Carter Lab).
The facility is in the Pharmaceuticals Manufacturing Category (40 CER 439), and has
three wastestreams.   Outfall 001 is sanitary wastewater (0.053 mgd) and Outfall 002 is
process  wastewater (0.072 mgd); both receive biological treatment;separately.   Outfall
003 is untreated noncontact cooling water (0.308 mgd).  The "three outfalls are combine
prior to discharge from an unspecified outfall to Cranbury Brook.  The limits are base
on the following:   001—-HPJ in order to comply with surface water quality standards fo.
Cranbury Brook; 002—BPJ for the same reason as above (COD, DO/ phosphorous, copper,
ammonia), and limits  required by the permittee's 1975 Construct and Operate Permit
No. IND-R-74-6-1 (flow,  BOD-5,  TSS,  pH,  total  chromium, zinc); 003—federal
EPA regional guidance for noncontact cooling water.  Mass limits for 001 and 002 are
calculated using flows of 0.08 mgd and 0.10 mgd,  respectively.   The permit has been
modified to incorporate discharges to groundwater from the process wastewater treatmen
plant via two unlined equalization basins, two sludge drying beds with underdrains,  tw
unlined  aerated lagoons, and a stormwater retention basin;  groundwater discharge from
the sanitary treatment plant is via sand filters.   Groundwater monitoring is to be
conducted at seven wells at various locations near title lagoons, sludge beds, and
equilization basins on the facility property.   Ninety-six (96) hour flow through or
static renewal bioassay testing is required every three months; the fathead minnow is
the recommended test  organism.  If the first four tests show no toxicity, this
requirement may be  changed to once per year.  A measure of toxicity will be reported
as LC50,
Effective Date:  Way 1, 1985
Expiration Date:  April 30, 1990

                               EFFLUENT LIMITS (FINftL)

NJ0002666:  Carter-Wallace, Inc. (page 2 of 2)
                  Final Permit
Abstract Date:  March 28, 1986
Pollutants Outfall Avg. /Max. Limits and Units
TSS 002 (cent.): 11. 4/19
COD (4/1-11/30)***
COD (12/11-3/31)***
Oil & Grease
Phosphorous***
Ammonia (as N)
Dissolved Oxygen
Zinc, Total
Copper, "
Toxicity (Bioassay)
pH
Flow
TSS
COD
Petroleum Hydrocarbons
Chromium
Zinc
Copper
Tarperature
:60.7/76
: 76/90. 8
.-10/15
il.0/1.5
:report
•-
:— /0.6
:— /l.O
kg/d
ii . • . ...

mg/1

-.'--• • •

ing/1

:no measureable acute toxicity **
:6.0 - 9.0
003 :report
: 20/50
: 50/100
: 10/15
:— /500
:— /1000
:— /1000
:~/30 C
PH : :6.0 - 9.0

Monitoring
: 1/w como
• ii
. n
:l/m
:l/w
•1/m
:l/w
:l/m
• n
:l/3m
:l/w

n
grab
camp

grab
camp
tl >

crtjab
:\^ekly
im/i
n ••
" •.-.-.
ug/l
ii



*Monitoring not required unless a corrosion inhibitor containing this
used for water treatment
**Def ined as <10% mortality after 96 hours
***Interim limits apply 5/1/85 thru 4/30/88.


Final limits apply 5/1/88
:l/w
. •
. '
• i'
• •
. i
: '
. >
meta]
,

thru
COTp
n
grab
ii *
" *
n *
n
•I
is


4/30/90.

-------
NJ0003166:  Allied Corporation, Industrial Chemical Division produces fluorocarbon
refrigerants and various fluoropolymers at its facility in Elizabeth, New Jersey (SIC
2819).   The facility is in the Organic Chemicals and Plastics and Synthetics Category
(40 CER 414) and has a single discharge to the Newark Bay.   Noncontact cooling water,
boiler feed equipment washwater, deionization backflushes,  and stormwater axe
discharged from Outfall 002.  The treatment system consists of equalization,.
neutralization,, and settling.  Effluent limits on copper and antimony are based' on
proposed BAT effluent guidelines.  Other limitations are based on BPJ concentration
limits considering the level of treatment at the facility,   and mass limitations in
the permit were derived using  average dally flow rate of 0.5 mgd and maximum flow rate
of 1.0 mgd.  Limits on fluoride, chromium, lead, TSS, TOG,  and COD are BPJ limits
based on the highest average monthly and maximum daily values reported during a one
year period.  A BMP Plan to control  spill and leaks.of hazardous substances,
specifically addressing the adequacy of containment of spills in the outdoor  storage
area, is required to be implemented  within one year of the effective date of  the
permit.  Biomonitoring in  the  form of  96  hour flow-through or static renewal  tests'is
required once per quarter;  however,  if the first  four tests show no toxicity, this
requirement may be modified.
Effective Date:
Expiration  Date:
December 1, 1984
 November .30, 1989
Abstract Date:
  Final Permit
March 28, 1985
                                EFFLUENT LIMITS  (FINAL)

 NJ0003166:  Allied Corporation, Industrial Chemical Division

        Pollutants         Outfall      Avg./Max. Limits and Units
                                                        Monitoring

Plow
TSS
Total Organic Carbon
Chemical Oxygen Demand
Oil and Grease
Fluorides
Coooer
Chromium
Lead
Antimony
Chloroform
Nickel, Zinc, Selenium
Temperature
CH







002 : report
: 25/76
: 28/64

















68/152

kg/d

II

(13/20 mg/1*
(15/17 " *
(36/40 "•*'



10/15 mg/1
8/28
0.13/0
0.61/2
0.23/0
0.70/3
— /200
report
— /35
6.0 -
kg/d
.57
.0
.57
.0
ug/1

C
9.0
(4.2/7.4 mg/1*^
(0.07/0.15 " *'
,(0.32/0.53 " *
(0.12/0.15 " *
(0.37/0.79 " *







,








continuous
2/m
camp


1/m
2/m

grab
camp
,
II , II
" "
-

i/q
l/d

grab
comp
grab
1/w






 *Equivalent concentrations based on 0.5 mgd average flow and 1.0 maximum flow,
  but not included in the permit.

-------
NJ0003867.'   C.P. Chemicals, Inc.  in Sewaren, New Jersey, manufactures inorganic
chemicals for electroplating and metal finishing industries..  The manufacture of
nickel sulfate and copper sulfate comprises the majority of plant production (SIC
2819).  The  facility is in the Inorganic Chemicals  Category (40 CFR 415) and has two
discharges to Woodbridge Creek.   Process wastewater consisting of filtrate from
purification,  tank washdowns, and housekeeping combines with stormwater and discharges
from Outfall 002. at an average rate of 0.05 mgd.  Treatment is by neutralization
metal flocculation, and settling.  A separate batch system performs cyanide
destruction  prior to  discharge to the plant treatment system.  Outfall  001 has a flow
of  0.15 mgd  and consists of untreated noncontact cooling water.  The basis for
effluent  limitations  at Outfall  002 is  as  follows:  TSS, cobalt, zinc, arid cyanide
(total and oxidizable) -. previous permit limits; fecal coliform and "BOD-- Interstate
Sanitary  Commission water guality standards;  copper and hickeli- BPJ with guidance
from the  Development Document for -Inorganic Chemicals.  Limits at 001 are
previous  permit limits and temperature limits at both outfalls are based on water
quality standards.  A compliance  schedule requires copper and selenium limits to be  >
achieved  six months  from the effective date of the permit and a BMP Plan must be in
effect within one year of  permit issuance.  Biomonitoring (96 hour toxicity testing
using fathead  minnows)  is  required once per quarter; if the first four tests show no
txixicity, the permit  may be modified.                                               -
Effective Date:  August 1, 1984
Expiration Date:  July 31, 1989
                                Abstract Date:
Final Permit
May 28, 1985
                               EFFLUENT LIMITS (FINKL)

NJ0003867:  C.P. Chemicals, Inc. (Page 1 of 2)
       Pollutants
Outfall
:
Flow '....•, : 001 .
,TSS S
copper, Total :
Nickel, " :
Cobalt, " •
Zinc, " ;
Chromium, " * :
Temperature :
PH .
Flow . 002
Temperature :
Fecal Coliform :
BCD . :
TSS , :
Copper, Total :
Nickel, " :
. . • . . :
. • :
— — — — -^_ 	 -• .-,.. ^_: 	 -r--r*a
report •-.--. . .
— /20 mg/1 -
— /0.5 -'.....
— /0.5 '
: continuous
:l/m comp •""

* it n
— /0.5 ' . .. „ -
— /0.5 '
* tt M
— /0.5 ' . •• .. ""
~/30 C
6.0-9.0
report
— /30 C
200-400-800** per 100 ml
30-45-50** mg/1
1.6/3.2 kg/d
0.125/0.342
	 ; -"• grab

: continuous
:l/m grab
:2/m
: " comp
. i, i,
: " "
D. 221/0. 672 " : "
. : a '
.
*Monitoring not required unless used water treatment.
**Thirty consecutive day, 7 consecutive day, and 6 consecutive
respectively. -.'- — • 	

hour averages,


-------
NJ0003B67:  C.P. Chemicals, Inc. in Sewaren, New Jersey, manufactures inorganic^
chemicals for electroplating and metal finishing industries.  The manufacture of
nickel sulfate and copper sulfate comprises the majority of plant production {SIC     ,
2819U  She facility is in the Inorganic Chemicals Category (40 CFR 415) and has two
discharges to Wbodbridge Creek.  Process wastewater consisting of filtrate f:com
purification, tank washdowns, and housekeeping combines with stormwater and (discharges
Iran Outfall 002 at an average rate of 0.05 rocjd.  Treatment is by neutralization,
metal flocculation, and settling.  A separate batch system performs cyanide
destruction prior to discharge to the plant treatment system.  Outfall 001 has a flow
of 0.15 mod and consists of untreated noncontact cooling water.  Ohe basis for
effluent limitations at Outfall 002 is as follows:  TSS, cobalt, zinc, and cyanide
 f total and oxidizable) - previous permit limits; fecal coliform and BOD - Interstate
Sanitary Commission water quality standards; copper and nickel - BPJ with guidance
from the Development Document for Inorganic Chemicals.  Limits at 001 are
previous permit limits and •temperature limits at both outfalls are based on water.
SaI5:y~Itandards.  A compliance schedule requires copper and selenium limits to be
achieved six months from the effective date of the permit and a BMP Plan^must be in..
effect within one year of permit issuance.  Biomonitoring  (96 hour toxicity testing
using fathead minnows) is required once per quarter; if the first four tests, show no
toxicity, the permit may be modified.
 Effective Date:   August 1,  1984
 Expiration Date:   July 31,  1989
Abstract Date:
Final Permit
May 28, 1985
                                EFFLUENT LIMITS (FINftL)

 NJ0003867:  C.P. Chemicals, Inc. (Page 2 of 2)

                           Outfall
                Monitoring
• 	 — . . ' . •. . :
Flow : 002 (Continued
- - - - . . • '
Cyanide " (I) : :0. 24/0. 64 ma/1 :2/ni «-»"M
hyanids, Qxidizable(l) ; :0.05/0.]
Fluoride : :report
Antimony 	 : : "
Arsenic : : "
Cadmium : : "
Chrcmium : : "
Cobalt : :0.4/0.8
Selenium : -.0.009/0
Zinc : :0.7/1.4
PH : :6.0 - 9
• . •
.0 " :
:l/q
:2/y
: " "
• , •
- •
kq/d :l/m
.027 kcr/d :l/m "
» : " "
0 :l/w cirab
: • • ..•
• j * . . • •
» • ' • . • •
• - • - . • • . '
• • , ' *
• • . -. - .* .•.'•--
• - • , - •

-------
KJ0004006:   J.T. Baker Chemical Co.. located in Phillipsburg, New Jersey, produces
approximately 250-300 chemicals each year in the Inorganic Chemicals Manufacturing  •'
Category (40 CER 415).  The only omtinuous  manufacturing operation at the plant is
the production of sodium  and ammonium thiocyanate;  however,  the facility is also
involved with the production of metal salts, solvents and acids, and specialty
chemicals manufactured by organic synthesis (SIC 2819).  Outfall; 001 is a submerged
diffuser consisting of process wastewatef and ncncontact cooling water (2 mgd) which
are treated with pH adjustment,  equalization,  metal precipitation, flocculation.
activated sludge, and clarification.  Outfall  002 is  untreated stormwaterrimoff
Sanitary wastewater is routed to septic tanks, disposed of by an outside contractor.
Discharges are to the Delaware River.  The plant operations are not covered by
promulgated guidelines so the limitations are instead based on the following:  001—
Delaware River Basin Commission (DREG) regulations  (avg. ammonia, TSS concentration,
BOD-5 reduction,  chromium, copper,  lead, mercury, TDS), previous permit (maximum TSS,
pH,  maximum ammonia, temperature), and a BPJ consideration of the level of treatment
that may be, expected from the existing treatment facility (BOD-5, COD^ cyanide);  002—
Federal  EPA regional guidance  for stormwater discharges (TSS, COD,  pH, petroleum
hydrocarbons), and DRBC regulations (cnromium, copper, lead,  mercury).- Requirements
for cyanide and heavy metals are included  to determine if the stormwater discharge is
contaminated.  Monthly bioassays shall be  conducted at Outfall 001 consisting of 96-
hour flow-through LC50 tests.  The fathead minnow is  the recommended test organism.
If  the lethality of  the effluent is greater than 10%, a replicate 96-hour test will be
performed.  The permit does not include a  BMP plan; however,  it does contain a
Standard reopener_ clause  for toxic pollutants. -
Effective Date:  September 1, 1984
Expiration Date:  August 31, 1989
Abstract Date:
  Final Permit
March 11, 1986
                            -   EFFLUENT LIMITS (FINAL)

NJ0004006:  J.T. Baker Chemical Co. (page 1 of 2)

       Pollutants.         Outfall      Avg./Max.  Limits and Units
-'•...-. •-..'•... .•.-.;. • ' : . . .-' •• - »•'.••..•
Flow
BOD-5
TSS
COD
Cyanide
Ammonia Nitrogen
TDS
BOD-5 Reduction **
Temperature (Summer)
(Winter)
Toxicity (Bioassay)
pH

Flow
TSS

UUl :2. 75/5. 50 mgd
:30/45 mg/1
:•-.- /427 kg/d 30/45* mg/1
:1436/— "
:150/300 ug/1 ;
:208/363 kg/d
:~/15960 '•-•--. ~/1400 mg/1
:>85%/—
:24/30 C
:18/24 C
:96-hr. LC50 > 50% (by volume)
:6.5 - 8.5
• : - ; .
002 :monitbr only
. — /so mg/1 „
- . - • ' . • -
*Monthly average/weekly average.
**Applies v*ien average monthly BOD-5 > 20.0 mg/1.
•-'.•* • " • '
: continuous
:l/d comp
.11 i .
."
:l/w
.»
: "
:l/d •••"..•.-
; " grab
• ii n
;monthly 	 	
;l/d grab
• •
;monthly
:l/m grab
. * -



-------
NJ0004006:  J.T. Baker Chemical Co., located in Phillipsburg, New Jersey, produces
approximately 250-300 chemicals each year in 'the Inorganic Chemicals Manufacturing
Category  (40 CER 415).  The only continuous manufacturing operation at -the plant is
the production of sodium and airmonium thiocyanate; however, the facility is also
involved with the production of metal salts, solvents and acids, ,and spscialby
chemicals manufactured ty organic synthesis (SIC 2819).  Outfall 001 is a submerged
diffuser consisting of process wastewater and. noncontact cooling; water (2 mgd) which
are treated with EH adjustment, equalization, metal precipitation, flocculation,
activated sludge, and clarification.  Outfall 002 is untreated stormwater runoff.  ..'>•
Sanitary wastewater is routed to septic tanks, disposed of by an outside contractor.
Discharges  are to the Delaware River.  Ihe plant operations are not covered by:
promulgated guidelines so the limitations are instead based on the following:  001— t
Delaware River Basin Commission  (DRBC) regulations (avg. ammonia, TSS ccncen.tration,
BOD-5 reduction, chromium, copper,  lead, mercury, TDSU previous permit  (maximum TSS,
rH, maximum ammonia, temperature),  and a BPJ consideration of the level of treatment
that  may be expected from the existing treatment facility  (BOD-5, COD, cyanide); 002—
Federal EPA regional guidance for stormwater discharges (TSS, COD, pH, petroleum
hydrocarbons), and DREG regulations (chromium, copper/ lead, mercury).  Requirements
for cyanide and heavylfetals are included to determine if the stormwater discharge is
contaminated.  Monthly bioassays shall be conducted at Outfall 001 consisting of 96-
hour  flow-through LC50 tests.  The  fathead minnow is the reGammended test organism.
If the lethality of the effluent is greater than  10%, a replicate 96-hour test .will be
performed.  The permit does not  include a BMP plan; however, it does contain a,
standard  reopener clause for toxic  pollutants.
 Effective Date:  September 1, 1984
 Expiration Date:  August 31, 1989
                                                       Abstract Dates
  Final Permit
March 11, 1986
                                EFFLUENT LIMITS (FINAL)

 NJ0004006:  J.T. Baker Chemical Co. (page 2 of 2)

        Pollutants         Outfall      Avg./Max. Limits and Units        Itoiitoring

                         :002 (continued)
 Petroleum Hydrocarbons
                                 ;—710   mg/1
    mult.grab(
      grab
 COD
 Cyanide
                                 i—7300  ug/1
 m.
 Chromium (Bexavalent)
                                  :6.0 - 9.0
                              002;—/100\ig/l
                                                                               comp
Copper
                                  :— 7200
Lead
                                  : — 7100
Marcury
                                   :— 710
 Hsavy Matals****
                                 ;report
  ***Quarterly grab samples for Outfall 002.	.	
 ****Antimanyr arsenic, beryllium, cadmium, nickel, selenium, thallium, zinc.
  (^Samples taken 15, 30, and 45 mins. after onset of discharge;.maximum sample,
     value will be reported.	;	r "  	          ;'	—	

-------
KJ0004120:   Cite-Geigy Corp. of Toms River, New Jersey, manufactures several hundred
different organic dyes and intermediates, epoxy resins, and specialty chemicals for
the textile, paper,  and  plastics industries (SIG  2865,  2821, 2869).  Approximately 500
chemicals are produced each year by batch reactions  and of these chemicals, 100
different types are  produced each day.  The, facility is in the Organic Chemicals and
Plastics and Synthetic Fibers Category (40 CFR 414),  with discharges to Toms River via
3 waste streams (002,  004, 005)  and to the Atlantic Ocean via a pipeline~diffuser
(003).  Outfall  002  is noncontact cooling water and stormwater runoff  (11 mgd),
Outfall 003  is treatment plant effluent consisting of process and sanitary wastewaters
and, contaminated oroundwater (5.5 mgd), Outfall 004 is a seasonal discharge of coarse
screen backwash (0,276 mgd), and Outfall  005  is fine strainer backwash (0.448 mgd);
Outfall 001  is not addressed in  the permit.  Outfall 003, the only treated waste
stream, receives equalization, neutralization, primary and secondary clarification,
biological oxidation, and sludge removal prior to discharge.   The limits at 002 are
based on the previous  permit (pH, TSS, COD,  TOC, aluminum, chromium, copper, zinc) and
EPA Region II guidance for cooling  water and  surface runoff (temperature, oil and
grease).  003  limits are BPJ using  as guidance proposed BET/BAT guidelines
(40 CFR 414, Subpart C, Oxidation Subcategory, High Water Use), 1983 plant performance
data as reported in  the  facility's DMR;s,  permit renewal application, State water
quality standards (N.J.A.C. 7:9-4.5, 7:9-5:lQ, 7:9-5:11, 7:14A-14.1, et segTTand a
BPJ extension of previous permit limits.  The pH limit at 004 and 005 is from the
previous  permit.  A  compliance schedule calls for the implementation of a BMP plan by
7/1/86  which incorporates specified BMP's; a toxicity reduction program also submitted
by 7/1/86; an ocean outfall sediment study to have been submitted by 9/1/85; !and
monitoring of ocean  water at local  beaches within one mile of the outfall performed
May 15-September 15  of each year until the toxicity limit is met, using fluorescent
dye  studies  to identify the extent  of the effluent plume.  96-hour flow-through or
modified renewal acute bioassay tests will be conducted bimonthly using the mysid
shrimp as the test organism, reported  as 96-hour LCSO's.   If mortality is greater than
15%, additional  96-hour definitive bioassays are required.  Ames  mutagenicity testing
is required  on 24-hour composite samples at Outfall 003; the testing shall be
conducted once every three months.
Effective Date:   July 1, 1985
Expiration Date:  June 30, 1990

                               EFFLUENT LIMITS (FINAL)

NJ0004120:  Ciba-Geigy Corp. (Page 1 of 3)
                Final Permit
Abstract Date:  May 30, 1986
Pollutants
Flow
Temperature
Temperature ( Oct . -May
Temperature ( June-Sept . )
TSS
Oil and Grease
COD
TOC
Aluminum
Chromium
Copper
Priority Pollutants
PH




Outfall
002
















Avg./Max. Limits and Units
monitor only
— /30 C
—/16.7 C
— /ll.l C
— /no net change
10/15 mg/1
--/no net change
— / "
— /
__/ H ^ 	 	 	
__/ , . " ii ~ 	 	 ;••• : — : 	 -
monitor
4.0-9.0**




'Monitoring
: continuous
• . «
;l/w grab '•
.11 H
; " comp
;2/w grab
:l/w comp
.it tl "
: "
. H n
: ..-"
:2/y
;1/W grab
•
•
• ,
•

-------
NJ0004120:  CJba-Geiqy Corp. of Toms River,  New Jersey,  manufactures several hundred
different organic dyes and intermediates, epoxy resins,  and specialty chemicals.-for
the textile, paper, and plastics industries (SIC 2865, 2821, 2869).  Apprcscimately 500
chemicals are produced each year by batch reactions and of these chemicals, 100
different types are produced each day.  The facility is  in the Organic Chemicals and
Plastics and Synthetic Fibers Category (40 CFR 414),  with discharges to Toms River via
3 waste streams (002, 004,  005) and to the Atlantic Ocean via a pipeline diffuser
(003),   Outfall 002 is noncontact cooling water and stormwater runoff  (11 mgd),
Outfall 003 is treatment plant effluent consisting of process and sanitary wastewaters
and contaminated groundwater (5.5 mgd), Outfall 004 is a seasonal discharge of coarse
screen  backwash (0.276 mgd), and Outfall 005 is fine strainer backwash (0.448 mgd);
Outfall 001 is not addressed in the permit.  Outfall 003, the only treated waste
stream, receives equalization,  neutralization, primary and secondary clarification,
biological oxidation, and sludge removal prior to discharge.  The liinits at 002 are
based on the ctcevious permit (pH, TSS, COD, 'IDC, aluminum, chromium, coppery zinc) and
EPA Region II guidance for  cooling  water and surface runoff  (temperature, oil and
grease).  003 limits are BPJ using  as guidance proposed EPT/BKT guidelines
(40 CFR 414, Subpart C, Oxidation Subcategory, High Water Use), 1983 plant perfomance
data as reported in the facility's DMR;s,  permit renewal application, State water
Quality standards (N.J.A.C. 7:9-4.5,  7:9-5:10,  7:9-5:11,  7;14A-14.1, et seq.), and a
BPJ extension of previous permit limits.  The pH-limit  at 004 and 005 is from the
previous permit.  A compliance schedule calls for the implementation of a BMP plan by
7/1/86  which incorporates specified BMP'sy  a toxicity reduction program also submitted
by 7/1/86; an ocean outfall sediment study  to have been submitted by 9/1/85; and
monitoring of  ocean water at local beaches  within one mile of the outfall performed
May 15-September 15 of each year until the toxicity  limit is met, using fluorescent
dye studies to identify the extent of the effluent plume.  96-hour flow-through or
modified renewal acute bioassay tests will be conducted bimonthly using the' mysid
shrimp as the test organism, reported as 96?-hour ICSO's.  If  mortality is  greater than
15%, additional 96-hour definitive bioassays are required.  Ames  mutagenicity testing
is required on 24-hour composite samples at Outfall 003; the testing shall be
conducted once every three months.

                                EFFLUENT LIMITS  (FINAL)
 NJ0004120:  Ciba-Geigy Corp. (Page 2 of 3)
        Pollutants
 Flow
Outfall      Avq./tex. Limits and Units
 003   ;monitor only
                                        Monitoring
                                      : continuous
     :§_ll
:939/2412  kg/d   (45/116    mq/1*)    ;2/w   comp
 TSS   (1)
 L879/6895
                         [90/331
 TOG   (1)
 3476/6815
                         (167/327
 Oil and Grease
 10/15
                 jmg/1
:1/m   grab
:2/w calculate
 BOD-5 % Reduction
:85%A
 Chromium (2)
;7.1/11.1  kq/d   (0.34/0.53 mg/1*)    :2/w   comp
 Copper   (2)
   1.5/43.2
                         (0.50/2.07
 Nickel   (2)
.:!. 57/5.84
                         f0.08/0.28
 Toxicity (Bioassav) (3)
;96-hr LC50 > or = 50% (by volume)    ;2Aa
 Lead
;1.4/3.1   kq/d
                                                                        :2/w   comp
 Zinc
:13.2/23.3
 *Bquivalent concentrations based on 5.5 mgd but not included in this permit.
 m Interim liinits apply 7/1/85-6/30/87.
     Final limits apply 7/1/87-6/30/90.
  (2) Interim limits apply 7/1/85-6/30/86.
     Final limits apply 7/1/86-6/30/90.
  (3) Interim toxicity limits apply 7/1/85-6/30/88
     Final toxicity limit applies 7/1/88-6/30/90.

-------
NJ0004120t  Ciba-Geiqy Corp. of Toms River, New Jersey, manufactures iseveral hundred
different organic dyes and intermediates, epoxy resins, and specialty chemicals for
the textile,  papery and  plastics industries (SIC  2865,  2821, 2869).  Approximately 500
chemicals are produced each year by batch reactions and of these chemicals, 100
different types are produced each day.  The facility is in the Organic Chemicals and
Plastics  and  Synthetic Fibers Category  (40 CFR 414), with discharges to Toms River via
3 waste streams (002,  004, 005)  and to  the Atlantic Ocean via a pipeline"Tdiffuser
(003).  Outfall 002  is noncontact cooling water and stormwater runoff  (11 mgd),
Outfall 003 is treatment plant effluent consisting of process and sanitary wastewaters
and contaminated groundwater (5.5 mgd), Outfall 004 is a .seasonal discharge of coarse
screen  backwash (0.276 mgd), and Outfall 005  is  fine  strainer backwash (0.448 mgd);
Outfall 001 is not  addressed in  the permit.  Outfall 003,  the only treated waste
stream, receives equalization, neutralization, primary and secondary clarification,
biological oxidation, and  sludge removal prior to discharge.   The limits'-at- 002 are
based on  the  previous  permit (pH, TSS, COD, TOC,  aluminum, chromium, copper, zinc) and
EPA Region II guidance for cooling  water and  surface runoff (temperature,  oil and
grease).  003  limits are BPJ using  as guidance proposed BPT/BAT guidelines
(40 CER 414, Subpart C, Oxidation Subcategory, High Water Use), 1983 plant performance
data as reported in the  facility's DMR;s, permit renewal application,  State water
quality standards  (N.J.A.C. 7:9-4.5, 7:9-5:10, 7:9-5:11, 7:14A-14.1, et seg.), and a
BPJ extension of previous  permit limits.  The pH limit at 004 and 005 is from the
previous permit.  A compliance schedule calls for the implementation of a  BMP plan by
7/1/86  which  incorporates  specified BMP's;  a toxicity reduction program also submitted
by  7/1/86; an ocean outfall sediment study to have been submitted by 9/1/85; and
monitoring of ocean water  at local  beaches within one mile of the outfall  performed
May 15-September 15 of each year until the toxicity limit is met, using fluorescent
dye studies to identify the extent of the effluent plume.   96-hour flow-through or
modified  renewal acute bioassay  tests will be conducted bimonthly using the mysid
shrimp  as the test  organism, reported as 96-hour LCSO's.   If mortality is  greater than
15%> additional 96-hour definitive bioassays are required.  Ames  mutagenicity testing
is required on 24-hour composite samples at Outfall 003; the testing shall be
conducted once every three months.

                               EFFLUENT LIMITS (FINAL)

NJ0004120:  Ciba-Geigy Corp. (Page 3 of 3)
Pollutants Outfall Avg./Max.
Mercury
Chloruiated Hydrocarbons
Nitrobenzene
Toluene
2-Chlorophenol ..
Bis (2-ChloroethoxyV Met
(1)
(2)
Priority Pollutants
(except asbestos)
Nitrogen Scan
Mutagenicity (Ames Test)
PH
PH
: 0.23/0. 27
x 1.5/4-. 6 "
:4.4/25.3 "
: 2. 80/6. 57
:0.83/2.19 "
ane :1. 57/6. 13 "
••-:•— /1. 46 :; " ,.
:— /1. 46 "
, :report
:
Limits and Units
(0.01/0.013
(0.07/0.22
(0.21/1.2
(0.13/0.32
(0.04/0.11
(0.08/0.29
(— /0.07
(— /0.07


mg/1*)
« * )
" *)

» *).
11 *)
.. '.'.,*•)
, " *),


Monitoring
. M * n * ' • • • •
. " , ii
• it -it
:. ," , grab
: "-. comp :
.. n «
:l/m grab
: " -comp
: " grab

: " ." n
• II
• .
:6. 0-9.0
004, 005:4.0-9.0**






rqiiarterly
:continuous
:l/m grab
                                                                         vary from
  the intake pH by more than 0.5 S.U.                  .   ,     ;
(1) Chlorobenzene, benzene, ethylbenzene,  tetrachloroethylene, :trichloroethylene
(2) 1,2-Dichlorobenzene, 1,3-dichlorobenzene,  1,4-dichlorobenzehe,       .
    1,2,4-trichlorobenzene, l,2-taans-dichloroethylene,-napthalene.

-------
NJ0004286:  B.F. Goodrich Chemical Group,  located in  Pedricktown,  New Jersey,
manufactures polyvonyl chloride (PVC) and acrylic latex materials (SIC 2821).  The
facility is in the Organic Chemicals and  Plastics and Synthetics Category (40  CFR
414).  Outfall 001 (0.60 mgd) consists of  process wastewater,  treated sanitary
wastewater, leachate, and cooling water.  Treatment in an 800,000  gpd capactiy waste
treatment  system includes equalization, primary clarification, biological waste
treatment, secondary clarification, chlorination, and effluent polishing.  Sanitary
wastes are treated in  a separate package  system and discharged to the equalization
basin.  An additional 0.20 mgd of treated wastewater undergoes chlorination and
filtration for reuse in the plant.  Chemically and biologically thickened sludge is
transferred to sludge drying beds with a  leachate collection system.  Outfall  002 is
overflow from a stormwater holding basin (0.06 mgd).  Outfalls 003-007 are untreated,
stormwater runoff.   All discharges are to Zone 5 of the Delaware River.  The basis  for
the  limitations at Outfall  001 is as follows:  BOD, TSS, TDS,color, fecal coliform,
oil and grease, - DREG requirements; temperature - past monitoring data;  maximum
TSS,  phenol, bis(2-ethylhexyl)phthalate, acrolein,  vinyl chloride, and cyanide -
proposed BPT/BAT guidelines  (Subpart B); acrylonitrile and hexavalent chromium - BPJ;
and  Biomonitoring -  New Jersey regulations.  The limitations on stormwater discharges
from Outfalls  002-007  are based on  DRBC requirements and EPA guidance.  Toxic
pollutant  limitations  are based on  BPJ.  The permit also approves the discharge  of
0.60 mgd of treated  process wastewater  to an infiltration/percolation polishing lagoon
and  0.06 mgd of stormwater runoff to an infiltration/percolation holding basin,  thence
to groundwaters;  and operation of two sludge surface impoundments totalling 2.5 acres
which have a potential dichaTige to  groundwater.  Operation of the lagoon, holding
pond, and  sludge impoundments is subject  to conditions, limitations and mond-toring
requirements applicable to the discharge  to  the waste  polishing lagoon and to the
stormwater holding basin and from the sludge surface impoundments at the sludge
leachate sump.  A BMP  plan  is also  required.
 Effective Date:  March 1, 1985
 Expiration Date:  February '28, 1990

                                EFFLUENT LIMITS (FINBL)

 NJ0004286:  B.F. Goodrich Chemical Group (Page 1 of  2.)
Abstract Date:
Final Permit
May 25, 1984
Pollutants Outfall
Flow : 001
Temperature 	 :
BOD (87.5% removal req'd)
COD :
TSS (90% removal recr'd} :
TSS (as a qeometric average)*
TDS :
Color :
Fecal Coliform :
Oil and Grease :
Cyanide 	 :
Bis (2-ethylhexvi^riithalate
Acrolein :
Chromium, Hexavalent :
Acrylonitrile 	 s_
Vinyl Chloride 	 :
Toxicity - Bioassay 	 ; •
pH :
*7-Day Average
**Fiow-through or Static Renewal
Avg./Max. Limits and Units
:report !
:— /35.6 C
: 67/148 kcr/d
:report
: 91/303 kcr/d 30/100 mq/1
:136/— " 45/~
:— /1800 mcT/1
. — /ioo Pt-Co units
:200/— per :.00 ml
:— /10 ma/1
:— /50 uq/1
:— /IOO
:— /50
:— /IOO
:— /50
:--/50
:96 hr I£50 50%
:6.0 - 9.0


ttonitoring
continuous
1/d grab
1/w comp
1/w comp


" camp

2/ia qrab

1/q comp


qrab


ii **
1/d grab



-------
MT0004286:  B.F. Goodrich Chemical Group,  located in Pedridcbown, New Jersey,.
manufactures  polyvinyl chloride (PVC)., and acrylic latex materials (SIC  2821).  The
facility is in; the.Organic Chemicals and  Plastics and Synthetics Category (40 CFR
414).  Outfall  001 (0.60 mgd) consists of  process wastewater, treated sanitary
wastewater, leachate, and cooling water.  Treatment in an 800/000 gpd capactiy waste
treatment system includes equalization, primary  clarification, biological waste
treatment, secondary clarification, chlorination,  and effluent polishing.  Sanitary
wastes are treated in a separate package  system  and discharged to the equalization
basin.  An additional 0.20 mgd of treated  wastewater undergoes chlorination and
filtration for  reuse in the plant.  Chemically and biologically thickened sludge is
transferred to  sludge drying beds with a  leachate collection system.  Outfall 002 is
overflow from a stormwater holding basin (0.06 mgd).  Outfalls 003-007 are untreated
stormwater runoff.  Ml discharges are to Zone 5 of the Delaware River.  The basis for
the limitations at Outfall 001 is as follows:  BOD, TSS, TDS, color, fecal colifprm,
oil and grease,' - DREG requirements; temperature - past  monitorirq data; maximum
TSS, phenol,, bis(2-ethylhexyl)phthalate, acrolein, vinyl chloride, ;and cyanide -
proposed BPT/BAT guidelines (Subpart B); acarylonitrile and heaavalent chromium - BPJ;
and Biomonitoring - New Jersey regulations.  The limitations on stormwater discharges
from Outfalls 002-007 are based  on DRBC reo^iirements and EPA guidance.  Toxic
pollutant limitations are based  on BPJ. The permit also approves the discharge of
0.60 mgd of treated process wastewater to an infiltration/percolation polishing lagoon
and 0.06  mgd of stormwater runoff to an infiltration/percolation 'holding basin, thence
to ^groundwaters; and operation of two sludge surface impoundments totalling  2.5 acres
which have a potential  dicharge  to groundwater*  Operation; of the lagoon, t holding   r
pond, and sludge impoundments  is subject to conditions,  limitations and monitoring.
requirements applicable to the discharge to the waste polishing lagoon and to the
stormwater holding basin and from the sludge surf ace mpoundments at the sludge
leachate sump.  A BMP plan is also required.,                :• .  '  ;             •
Effective Date:  March 1, 1985
Expiration Date:  February 28, 1990                  ,

                               EFFLUENT LIMITS (FINAL)

NJ0004286:  B.F. Goodrich Chemical Group (Page 2 of 2)
                                                          Abstract Date:
Final Permit
May 25, 1984
Pollutants Outfall Avg./Max. Limits and Units
Flow
BOD
TOG
TSS
Color (1)
Fecal Colif orm ( 1 )
Oil and Grease
Cadmium (1)
Chromium, Hexavalent '1
Copper (1)
Lead (1)
Vinyl Chloride
pH
Flow
TOC
TSS
Color (1)
Fecal Colif orm (1)
Oil and Grease
Chromium, Haxavalent 2
PH
002





:

.




003-007







report ' . , , :
" .-'•-, •• : •
•—/50 mg/1 -..
— 750 » ;-.... v
— /100 Pt-Co unit
200/~ per 100 ml
— /10 mg/1
— /20 ug/1 ,
— /100 " '
— /200 "
— /100 "
—750 "•••• ..._....
6.0 - 9.0 .
report
— /50 mg/1 .
— /50 -•«-• ;
— /100 Pr-Co units
200/— per 100 ml
—710 mg/1 :
~/110 "
6.0 - 9.0
(1) After a ntmimum of 4 quarterly tests, modification of requirements
parameter may be requested.
Monitoring ;
:l/q grab
.11 ii
• " • .11
.11 • II •
." II . . '
. . II II
:l/m
:l/q "
.11 M --.;
.11 II
." II
." II
. Ii II
.11 - II
.11 II
. , ii ii ;
.n ii
. ii n
. n it
.11 n
.11 ii
on this

(2) Outfall 005 only.

-------
NJ0004308:  The Richman Ice Cream Co. plant  in Woodstown, Salem County, NJ*  (S. of
Camden) manufactures  16,000  gpd of ice cream (SIC 2024), and is in the Ice Cream.
frozen Desserts, Novelties & Other Dairy Desserts Subcateaorv of the Dairy Products
Category  (40 CFR 405.80).  Outfall 001 discharges treated process waste  (30,000 gpd)  '
to the Salem River,  and Outfall 002  discharges non-contact cooling  water (20,000 gpd)
to a clay-lined lagoon  to dissipate heat before discharging to the Salem River.  The
treatment system consists of an extended aeration lagoon,  and a valve git used to
control the settling period, sedimentation,  and chlorine contact.  Nutrient addition
is also included in the treatment process.'  The effluent limitations are-based on;
ppjr and the Delaware  River  Basin Commission Regulations (DRBC)  for TSS;  DRBC
regulations for Total Residual Chlorine;  and State water quality standards for BOD-5.
The limitations for non-contact cooling water are based  on USEPA guidance and COD was
retained  from the permittee's first round permit.   Concentrations of non-persistent
toxics shall not exceed 0.05 of the acute definitive LC50 or EC50 value, and
concentrations of persistent toxics  shall not exceed 0.01 of the acute definitive LC50
Pi EC50 value.  The permit  has a re-opener clause  for  toxic effluent limitations.
Effective Date:
Expiration Date:
                  December 1, 1985
                  November 15, 1990
Abstract Date:
    Final Permit
October 10, 1988
                               EFFLUENT LIMITS  (FINAL)

NJ0004308:  Richman Ice Cream Co.

                                       Ava./Max. Limits and Units
                                                                          Monitoring
: : :
Plow :
BOD-5 :
moo •
Temperature :
Fecal Coliform :
Oil and Grease :
Total Dissolved Solids :
Total Residual Chlorine :
pH 	 ^
f*r T
Plow :
Temoerature :
COD :
Oil and Grease :

t>H :

001 : monitor only
:4. 76/9. 50 ka/d (— /25* ma/1)
:5. 98/11. 89 " (30,45**/60 ma/1)
:— /32.2 C
: 200/400 per 100 ml***
:— /10 ma/1
: — /1000 " • -.
:—/0.02 ma/1
:6. 0-9.0
002 : monitor only
: — /30.0 C
:—/20 ma/1
:— /10 "
: — /20 "
:6. 0-9.0
.
sl/mo comp
: 1/mo "
_» 	 _ — • •• • -
tl/m arab
. n n
t 	 — .
:l/m "
. n n
. n n
. n n
.._• — : 	 : 	 •
sl/m COITID
• " qrab
sl/qtr. "
,1/m "
,1/crhr "
sl./m arab
T '
• • ••»'-,. f

*At least 90% removal

**30 ma/1 on a 30 consecutive dav averaae: 45 ma/1 on a 7 consecutive
***This average shall be
the aeometric mean over a period of 30 consect

A?y Averaae
itiye days

-------
NJ000439I:  Tenneco Polymers/ Inc./ located in -Burlington,  New Jersey, is in the
Plastics and Synthetics Category (40 CFR 416) and discharges to Marter's Ditch,  a
tributary to the Delaware River.   The  facility operates a polyvinyl chloride (PVCV
maniifacturing and compounding facility and manufactures powdered and pelleted PVC
using suspension and dispersion polymerization for use in the manufacture of records,
floor tiling, and "plastisols" (SIC 2821);  The wastewater treatment system for
process .wastes involves equalization and neutralization, coagulation with ferrous
sulfate, primary clarification, second neutralization, biological aeration, secondary
clarification, and chlorination.  Nbncontact cooling water utilized in the resin to
Marter's Ditch at Outfall 001 (maximum flow of 0.5 mgd).  Outfall 003 is the
noncontact .cooling water  (average flow of 2.3 mgd)  before mixing with the treatment
system effluent, and Outfall 002 is stormwater (maximum flow of 1.67 mgd) discharged
via a stormwater settling and retention lagoon.  At Outfall 001, limitations on
hexavalent chromium, ammonia, color, fecal coliform and IDS are based on limits set by
the Delaware River Basin  Commission (DRBCJ.  BCD, TSS, pH,  and  COD limitations are
based on the existing level of treatment.  Monitoring requirements for the additional
pollutants are based on their presence in the wastewater and because they are included
in the proposed effluent guidelines. At Outfall  002, TSS,  TOC,  pH,  and petroleum
hydrocarbons are regulated based on EPA regional guidance for stormwater discharges,
and the monitoring requirements  for the remaining pollutants are BPJ designed to .keep
these concentrations below detectable  levels.  Limitations for TSS, TOC, pH,
temperature and petroleum hydrocarbons at Outfall 003 are based on EPA Regional
guidance for cooling water discharges.   Monitoring requirements for vinyl chloride and
phenol are BPJ and are imposed to minimize the contamination of cooling water
discharges.   Biomonitoring, consisting  of the 96-hour static  or flow through test
conducted once every three months, is required to determine effluent toxicity.   The
permit also establishes requirements for operation of an industrial waste management
facilityhandling hazardous wastes.                  ."','          ,.        ,         ,
Effective Date:
Expiration Date:
December 1, 1984
November 30, 1989
Abstract Date:
Final Permit
May 30, 1986
                               EFFLUENT LIMITS (FIML)

NJ0004391:  Tenneco Polymers, Inc. (Page 1 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Omits
                                                       Monitoring
'. . -. . •
Flow
BOD-5
TSS
COD
Phenol :
Vinyl Chloride
Chromium (Hexavalent)
Cyanide
Ammonia (as N)
Color
Fecal Coliform
Toxicity (Bibassay)
TDS
PH
s • : . . -. . ' : ••..•_• • :
001 :report
:45/110 kcr/d
:60/230 "
: 397/584
: 100/200 ua/1
UOO/200
:-- /100 "
:— /100
:35/-- - mg/1**
:— /100 units
:200/— MPN/100 ml '
:96 hour LC50 = >50% (by volume)
:— /1000 mqr/1** -
:6. 0-9.0
continuous ,
2/m
It
ccrop
It : , ' '
it , - H
II ^~y"aV*v
ii i
1/m
II 1 -
. |r.v ... (/
ll
1
II 1
1/q
1/m*
II
. ""

comp
grab
 *Weekly through EDP + 6 months.
**Effective one year from EDP.

-------
NJ0004391:  Tenneco Polymers, Inc., located in Burlington, New Jersey, is in the
Plastics and Synthetics Category (40 CER 416) and discharges to Matter's Ditch,  a
tributary to the Delaware River.  The facility operates a polyvinyl chloride (PVC)
itanufacturing and confounding facility and manufactures powdered and pelleted PVG
using suspension and dispersion polymerization for use in the manufacture of records,
floor tiling, and "plastisols" (SIC 2821).  The wastewater treatment system for
process wastes involves equalization and neutralization, coagulation with ferrous
sulfate, primary clarification, second neutralization, biological aeration, secondary
clarification, and chlorination.  Nbncontact cooling water utilized in the resin to
Marter's Ditch at Outfall 001 (maximum flow of 0.5 mgd).  Outfall 003 is the
noncontact cooling water (average flow of 2.3 mgd) before mixing'with tJie treatment
system effluent, and Outfall 002 is stormwater (maximum flow of 1.67 mgd) discharged
via a stormwater settling and retention lagoon.  At Outfall 001, limitations.on.
hexavalent chromium, ammonia, color, fecal coliform and TDS are based--on-limits set by
the Delaware River Basin Commission (DREG).  BOD, TSS, pH, and COD limitations are
based on the existing level of treatment.  Monitoring requirements .for the additional
pollutants are based on their presence in the wastewater and because they are included
in the proposed effluent guidelines.  At Outfall 002, TSS, TOC, pH, and petroleum
hvdrocarbons are regulated based on EPA regional guidance for stormwater discharges,
and the monitoring requirements for the remaining pollutants are ERJ designed to keep
these concentrations belowDetectable levels.  Limitations for TSS> TOC, pH/
temperature and petroleum hydrocarbons at Outfall 003 are based on EPA Regicanal
guidance for cooling water 'discharges.  Monitoring requirements for vinyl cMoride and
phenol are BPJ and are imposed to minimize the contamination of cooling water
discharges.  Biomonitoring, consisting of the 96-hour static-or flow through test
conducted once every three months, is required to determine effluent toxicity.  The
permit also establishes requirements for operation of an industrial waste mcmagement
facility handling hazardous wastes.
                                EFFLUENT LIMITS  (FINftL)

NJ0004391:  Tenneco Polymers,  Inc.  (Page  2 of 2)

        Pollutants       ,  Outfall     Avg./Max. Limits and Units
Manitoring
Plow
TSS
TOC
Vinyl Chloride
Phenol
Bis (2-ethylhexyl) phthai
Cyanide
Petroleum Hydrocarbons
EH
Flow
TSS
TOC
Vinyl Chloride
Phenol
Temperature
Petroleum Hydrocarbons
T*
002




ate



003







report
— /50 ircr/1 ,
—750
—750 ug/1
—750
—7100 " 	
—7100
—710 mg/1
6.0-9.0
report
—720 mg/1
—720 " ,
—750 ug/1 . 	 	 ,
—750 "
—730 C
—710 mcr/1
6.0-9.0
1/m
.
-
11


",


1/m
it
It !






qrab
» ,


H ,



•..- . . ™
grab ,




• " ,; • . "


-------
NJ0004952:  Hbffman-LaRoche, Inc., located in Belvidere, New Jersey, is in the
Pharmaceutical Manufacturing Category (40 CFR 439) and produces vitamin C derivatives,
sulfa drugs, bulk agricultural antibiotics, dry vitamin powders, ribose, and sodium
sulfate  (SIC 2833).   Three discharges, Outfall 001 (process wastewater) and Outfalls
002 and 003 (stormwater runoff), flow to the Delaware River.  Treatment techniques are
not specified.  Effluent limits on ammonia, BCD, fecal coliform, total dissolved
solids, and TSS are previous permit limits.  The BOD limit is based on a raw wasteload
of 11,52.1 kg/d and TSS at Outfall 001 is based on a raw wasteload of  4,818 kg/d.
Color limits are also from the previous permit, and a temporary color variance has
been granted by DRBC.  Limits on COD at Outfall 001 are based on BPJ using past plant
performance, and the permittee is required to report the percentage removal of COD by
the wastewater system.  Limits on chloroform and dicMorobromomethane are based on
water quality standards  (N.J.A.C.   7:14A-1 et seep and a  schedule of  compliance
requires that limits on these two parameters be achieved by January 31, 1988.  Nickel
is limited by BPJ based on treatability at the facility, and total residual chlorine
is limited by State water quality standards.  Oil and grease and pH are limited by
DRBC regulations.  Flow-through or 96-hour static biomonitdrinq is required once per
quarter and Ames Mutagenicity Testing is also required where levels  of mutagenic
activity should be measured to provide a database for the evaluation of environmental
and health impacts.   There is no BMP Plan included in the permit.
Effective Date:  February 1, 1985
Expiration Date:  January 31, 1990
Abstract Date:
 Final Permit
June 13, 1985
                               EFFLUENT LIMITS (FINftL)

NJ0004952:  Hbffman-LaRoche, Inc.
Pollutants Outfall Avg./Max. Idmits and Ifriits
Flow
Ammonia .• ••'
BOD-5 (95% removal req'd
TSS (85% removal req'd'
COD (report % removal)
Chloroform
Didilorobrcmomethane
Color
Fecal Coliform
Nickel
Oil and Grease
Phenols
Total Dissolved Solids
Total Residual Chlorine
Zinc***
Total Organic Carbon
pH
Flow
COD
Oil and Grease
TSS
001 :3. 0/4.0 mqd
:--/20 rog/1
:455/910 kcr/d
:455/910
Monitoring
:cbhtinuous
:l/m comp

.n n
:6637/13212 " : » »
:— /0.46
:— /0.46 •••»••
jlOO/— * Pt-Co units
: 200/1000 per ml
:— /0.5 mg/1
:— /10 «
:l/m grab
.1. ..
: " comp
:l/w grab

:l/w "
:—/0.1 " .-,,-..,.-. :1/0 -, , ,,
:23636/— kg/d**
:— /2.0 mg/1
:— /0.6 • ••«•-.
:report
:6.0 - 9.0
:l/w comp
:2/d grab
:l/m "
: " comp
: continuous
002,003 :report :i/a
:— /100 mg/1
:— /10
: — /50 "
PH : . :6.0 - 9.0
: " grab

• ii it
.» 11
*Temporary variance allows average monthly limit of 200 Pt-Co units from
November 1, 1984 to April 30, 1985.
**When Delaware River can no lone er accept discharge at this level.
must reduce levels as specified by the DRBC. .
***Monitoring only required when corrosion inhibitor containing this

permittee

metal is used.

-------
N30005100:  E.I, du Pont de Nemours  and Company's Chambers Works in Deepwater,  New
Jersey, manufactures primarily organic chemicals, including fluorinated hydrocarbons,
petroleum additives, elastomers, specialty chemicals, and aromatic hydrocarbons.  This
facility falls under the Organic Chemicals, Plastics, and Synthetic Fibers Qategory
(40 CFR 414).   The permittee also is a Hazardous Waste Facility and accepts hazardous
waste  on a contract basis.  Currently, there are ten permitted outfalls that discharge
into the Delaware River.  Outfall 001  discharges 80 HGD of treated process waste-water
and non-contact cooling water.   Outfalls 002 (5.6 MGD),  005  (1.8 MGD), 007  (2.6 MGD),
and 008  (8.5 MGD) are untreated non-contact  cooling  water.   Outfalls, 003  (0.85 MGD),
010 (0.27 MGD), and 013 (3.1  MGD)  consist of untreated non-contact cooling water,
steam  condensate, and stormwater runoff.  .Outfalls  009  (0.04 MGD)  and Oil (0.05 MGD)
consist of untreated steam condensate and stormwater runoff.   Outfalls 017 (0.0072
MGD) and 018 (0.13 MGD)  consist  of untreated stormwater runoff which flow into a
marshy area and eventually into the Delaware River.  Outfall 661 is an internal
monitoring point  for the wastewater treatment plant  before it mixes with the non-
contact cooling water.  The wastewater treatment system  has a design flow of 47.8 MGD
which  it treats in three stages.  Neutralization with lime and  clarification for
inorganic solids  removal is  the first step.   The resulting solids  are filtered and
deposited in an onsite double-lined landfill.  Aeration tanks simultaneously perform
biological oxidation and carbon adsorption.   The biological sludge and spent carbon
are removed via secondary clarifiers  and either sent to.  a carbon reqeneratjian furnace
or back to primary treatment for removal and landf illing.  The  treated effluent is
sent to a polishing basin for further solids  settling along with non-contact cooling
water. The discharge from this pond goes into the estuarine waters of the Delaware
River.  The limitations are  based upon BAT, the Delaware Riv
regulations for water quality, and the EPA Proposed
Oranic Chemicals and Synthetic Fibers Point Source
    uent Guidelines, for th£
Category.  Due to the  magnitude of
 Organic
 DuPont's thermal discharge, the limitation for Total  Residual Chlorine  (TRC) is based
 upon BPJ using  EPA Steam Electric Power Generating Point Source Category Effluent
 Guidelines (40  CFR 423).  For Outfall 661, the permittee  is required to meet an
 interim whole effluent acute toxicity limit of a 96-hr ££50 >  2Q1 using  fathead or
 sheepshead minnow juveniles for the first 30 months.  At  that time, a 96-hr L£5J1 £. 5.0%.
 must be achieved.   Within 4 months, a plan to  determine the Critical Instream Waste
 Concentration must be submitted,  and the determination  completed  within  two years.
 Should the acute  toxicity limit based upon the Critical Instream  Waste Concentration
 be more stringent, it will replace the  96-hr LC50  > 50%' limitation.  The permittee is
 to submit a plan of study, within four  months, to determine the appropriate applica-
 tion factor based upon acute and  chronic toxicity testing of Outfall 661. A BMP Plan
 is to be submitted annually.   The State of New Jersey expects  this permit to be
 modified in the near future.
 Effective Date:  September 1, 1987
 Expiration Date:  August 31, 1992
 Abstract Date:
                                                                         Final Permit
                                                                     October 19, 1988
                                EFFLUENT LIMITS (FINAL)

 NJ0005100:  E.I. du Pont de Nemours and Company (Page 1 of 3)

        Pollutants         Outfall      Ava./Max.  Limits and* Units
                      Monitoring
Plow
tiH
JtriTi • —- — -1
Temoerature
BODS
TSS
Dissolved Organic Carbon
Color
SEC 	 ' i
Plnoride

001 : monitor only * : continuous ._
:6.0 - 9.0 : " ::_
• /36 7 C 	 J- " -
: 4260/7710 ka/d ' :2/w compf ,
:680/7490 " _;1A^
:54nn/in'qnn " :l/cl_^ "
:350/500 -f Platinum -Cobalt Units) 1/w araD ...._
, 	 : /O.Z 	 nQ/J= 	 __ 	 «— 	 	
: 7710/11300 kg/* " CODP
^ -.—/Report " 1/m

-------
                               EFFLUENT LIMITS  (FINAL)
NJ0005100:  E.I. du Pont de Nemours and:Company (Page 2 of 3)
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Nitrite-N 001 i— /Reoort ' » ;
Total Oraanic Nitroaen
Oil & Grease
Phosphorus
Surfactants
Barium
First Staae 02 Demand
Iron
Antimony
Arsenic
Cadmium
Chromium, Total
Chromium, Hex
Mercury j
Nickel
Selenium
Phenol ics
Zinc
Cyanide
Mutaaenicity (Ames Test)
: — /Report ka/d
: Report/5150 " (Report/10 ma/1
:— /Report " : • :
' : Report/Report ka/d ;
:— /362 ka/d
:6364/Report "
:330/450 "
:67/141
:Report/18.1 "
:Report/3.62 h
:80/120 "
: 2. 6/5. 2 " (^-/100 ua/1)
:0. 45/0. 91 " (— /10 ua/1)
:25/45 : "
:Report/3.62 "
:257/515
:100/109 .."••'.
:32.6/74.3
:——/——
Ammonia-N (First 30 months) :18140/22700 ka/d (~/45 ma/1)
; . . It II
.11 II
):l/w arab
;l/m comp
:l/w "
:l/m comp
:2/w " •:-:•
il/W "
. n .11
. n it
. n it
. . it .11
. tt ti
e
f
• ti n
. : m 11 ft .
•
. n n
. "n n
• '111"
, ti n
:l/q
;1/W •:'"
           (After 30 months)
       :6342/22700   "
               (~/45  ma/1)
Copper  (First 30 months)
        30/45
               (—/200
        (After 30 months)
       ;30/36.2  ka/d
Lead (First 30 months)
(After 30 months)
Flow
Fecal Coliform
pH
BOD5
BOD5 Reduction
TSS
Dissolved Organic Carbon
Ammonia-N
Oraanic Nitrogen-N
Mutaaenicity (Ames Test)
Chronic Toxicity
Priority Pollutant Scan
Acute Toxicity

Benzene*
Carbon Tetrachloride*
Chlorobenzene*
Chloroethane*
Chloroform*
!_£ 2— Dichloroethane* j
Methvl Chloride*
Methylene Chloride*
Tetrachloroethylene*
Toluene*
:36/45 " (— /100 " ) :
:Report/18.1 ka/d :
661 : monitor onlv :
:200/Report #/100 ml
:~/Report :
: — — /— — ;
:87.5/Report percent :
: Report/Report ma/1 :
: Report/Report " r : .
: Report/Report " :
: Report/Report " ;
• / ' ' J
: Report percent effluent :
:— /Report :
:LC50 > 20 percent (first 30 months) :
:LC50 > 50 percent (until expiration) :
:4. 53/14. 5 ka/d :
:2. 72/5. 44 " :
:4. 53/12. 7 " :
:20. 8/57.1 " - :
:9. 06/13. 6 " - :
:18.1/27.2 " :
:Report/9.06 " '"''-•
:4. 53/9. 97 " :
:4. 53/11. 8 " .. • :
• :5. 44/18.1 " :
n n
n n
continuous
1/w arab
1/d n
2/w comp
it n
1/w "
n n
n n
'it n
1/q
" " .'', '•
1/m comp/arab
1/m

1/w arab
tt n
it n
it n
n n
tt n
n n '
n it
n ti
it it

-------
                               EFFLUENT LIMITS  (FINAL)

NJ0005100;  E.I. du Pont de Nemours and Company (Page 3 of 3)

       Pollutants         Outfall   .    Avg./Max. Limits and Units

                           661   ;Report/9.06
                                                                          Monitoring
1,1, 2-Trichloroethane*
Trichloroethylene*
2-Chlorophenol*



:9. 06/13. 6
:4. 53/11. 8
:6. 34/22. 7
n .
n
n
. it n
. s " I-;.' "
: " comp
2»4-Dichlorophenol*
2 r 4-DiTnethvlPhenol*
                                  :8t15/23.6
                                                                        .  n
                                  :3.62/6.34
                                                                        .  it
                                                                                n :
4,6-Dinitro-o-cresol*
2,4-Dinitrophenol*
2-Nitrophenol*
                                  ;5.44/9.06
                             	;13.6/23.6
                                  :5. 44/9. 06
4-Nitrophenol*
                                  :12. 7/21.7   ka/d
                                                                        :l/w   comp
Phenol*
                                  ;11,8/18,1.
                                  ;Report/9.06
                                                                        . . it
Anthracene*	;	; 6.34/19.0
Bis(2-Ethylhexvl)Phthalate*       ;8.15/23.6
Butvl Benzvl Phthalate*
                                  ;Report/Report
1,2-Dichlorobenzene*
                                  ;22,7/45,3.
Di-N-Butyl Phthalate*
2,4-Dinitrotoluene*
                                  ;7.25/14.5
                                  ;27.2/46.2
2 r6-Dinitrotoluene*	
Di-N-Octal Phthalate*
Fluorene*
Hexachloroethane*
?sophorQnejf_-
ffaphthalene*
Nitrobenzene*
PJienanthrene*
pyrene*
                                  :51.6/82.4
                                  Report/Report
                                  ;6.34/19.0
                                  ;3.62/9.06
                                  : Reort/9. 06  "
                                  ;6.34/19.0
                                  s51. 6/87.0
                                  ;6.34/19.0
                                  ;7.24/24.5
1.2,4-Trichlorobenzene*
                                  ;8.15/16.3
_*Ujjfcj.lJjarch_3J.ff  1989.  these parameters only need to be reported;  after March 31,
   1989.  the above  limitations ao into effect.	;	_^	


-------
NJ0005240:  Rollins Envircmmtal Services operates an industrial waste treatment and
disposal facility (SIC 4953) at Bridgeport,  New Jersey, located near the Delaware
River between Wilmington, Delaware, and Philadelphia, Pennsylvania.  There is no
guidelines category for  this  facility.  Treatment includes chemical, biological, and
thermal processes, with  an average  discharge of 0.839 mgd at Outfall 001 to Racoon
Creek, tributary to the Delaware River.,  Tlie basis for BAT limitations is water  ~
quality standards and stream  reserve capacity  (based on 7Q10 flow of 13 CFS in Raccoon
Greek), with the following exceptions!  anti-backsliding provisions of /die CWA (40 CFR
122.62(1) were used to set limits for As, CD, Cr (Hex),  Be,  and Hg;  DRBC requirements
for oil and grease, pesticides, lead,  zinc,  selenium, FSOD, and OPS; and BPJ for
cyanide, nickel, and silver based on treatability.  Limits at Outfalls 002-005 are
based on regional guidance.  Limits  for temperature and fecal coliform are the same as
the previous permit.  The permittee is required to monitor its discharge for 129
priority pollutants.  Biomonitoring  is required every month to determine the 36 hr> LC-
50 using static or flow-through bioassay tests.  Analytical quality assurance  • :
practices using spiked and duplicate samples must be  run on 5% of the samples or at .-•"
least 1 sample per month by Rollins or its  contract lab.
Effective Date:  February 15, 1984
Expiration Date:  February 14, 1989
Abstract Date:
 ' ?•  Final Permit
February 5,. 1985
                               EFFLUENT LIMITS (FINAL)

NJ0005240:  Rollins Environmental Services (Page 1 of 2)

       Pollutants         Outfall      Avg. /Max. Lijnits and Units

FlOW r .. ',
Temperature
BOD-5
BOD-5 - % removal
First Stage Oxygen Demanc
Chemical Oxygen Demand
Total Organic Carbon
Total Suspended Solids
Total Dissolved Solids
Ammonia (as N)
Oil and Grease
Fecal Coliform
Color
Toxicity - Bioassay
Aluminum, Total
Antimony
Arsenic
Barium, Soluble
Berryllium
Cadmium
Chromium, Hexavalent
Chromium
Copper
Lead
Mercury

: :...•-• „•. • • .• - • • .. •
001 treport
:— /32 C
: 64/106 kq/d
:90% minimum
i :91/— ker/d
:211/422
rcontinuous

— /25 mq/1



:l/d
:l/w
: "
Sl/Q
*1/W
grab
comp

corop
"
:report • " »
: 85/170 kg/d
.•22727.3/34090.9
:74/148
:— /42 "
;200/~ per 100 ml
:— /100 units
sreport
:4. 2/8.4 kq/d
:
:0.2/0.4 kq/d
:4. 0/8.0 "
:0.2/0.4
i 0.04/0. 08
:0. 2/0.4
:
:0.4/0.8
:0.2/0.4 ; "
:0. 02/0. 04
30/~ mq/1

— /35 mq/1
-/10 "



— /2.0 mq/1
— /0.5
~/0.1
— /2.0
—/O.I
— /0.02
."—/O.I
— /0.5
— /0.2
— /0.1 "
^-/O.Ol "
: "
• *t
:l/m
:2/m
:l/m
. n
. ii
. »
.*
:2/m
:l/m
:*
:2/m
• •'
.*
:2/m
. ii
. „ ...
n
11 •
. • " :••••-
grab

. comp
'«••*- :. ' F
comp '
II
II :r , ..
•'• II
II,
II
II '
H
\ • • .11 • •
- ',- Hi •
• - »». - ,
1 ":••-...•"' ..--..-. " ''•.•';•' ' " ;
*Brmonthly : : .

-------
NJ0005240:  Rollins Environmental Services operates an industrial waste teeatment and
disposal facility  (SIC 4953) at Bridgeport, New Jersey, located near the Delaware
River between Wilmington/ Delaware, and Philadelphia, Pennsylvania.  There is no
guidelines category for this facility.  Oteatnient includes chemical, biological, and;
thermal processes, with an average discharge of 0.839 mgd at Outfall 001 to Racoon
Creek, tributary to the Delaware River.  Ihe basis for BAT limitations is water
quality star*terrte and stream reserve capacity (based on 7Q10 flow of 13 CFS in Raccoon
Creek), with the following exceptions:  anti-backsliding provisions of the CWA (40 CFR
122.62(1) were used to set limits for As, CD, Cr (Hex), Be, and Hg; DRBC requirements
for oil and grease, pesticides, lead, zinc, selenium, FSOD, and TDS; and BPJ for
cyanide, nickel, and silver based on treatability.  Limits at Outfalls 002-005 are
based on regional guidance.  Limits for temperature and fecal coliform are the same as
the previous permit.  The permittee is required to monitor its discharge for 129
priority pollutants.  Biomonitorinq is required every month to determine the 96 hr LC-
50 using static or flow-through bioassay tests.  Analytical quality assurance
practices using spiked and duplicate samples must be run on 5% of the samples or at
least 1 sample per month by Rollins or its contract .Lab.
Effective Date:  February 15,  1984
Expiration Date:  February 14, 1989
                                                      Abstract Date:
    Final Permit
February 5, 1985
                               EFFLUENT LIMITS (FINAL)

NJ0005240:  Rollins Environmental Services (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Tfriits
                                                                          Maiitoring
FlOW
Molybdenum
Nickel
Selenium
Silver
Thallium
Titanium
Zinc
Cyanide
Phenols
Asbestos
Organic Toxic Pollutants
PCS
pH
Flow
Oil and Grease
TOC
TSS
Arsenic, Cr+6, Lead
Copper
Zinc
pH

*Bimonthly
001 (cc



•









002-005
-








jntinued)
— /4.2 kq/d
-
:
—/l.O ma/1 :l/m
— /0.5 " :*

comp
"
— /0.02 :*
—70.05 :.* "
,..'•.
— /4.2 "
1.0/2.0
• -

report
**
<1.0 ug/1 detectable
6.0 - 9.0
report
— /10 mg/1
— /50 "
30/50
— /O.I "
— /0.2 "
— /0.6 "
6.0 - 9.0
— /0.5 :*
— /l.O :l/m
— 70.6 ; :2/m
— /0.5 i*.
— 70.2 :l/m,
•''.-.. ' *
' "." ' *
1/w
1/d
1/m






11
it


grab
comp ;.
11
qrab
camp
grab





,•-.'*•-.. -




 **Concentrations for priority pollutants, pesticides or other chemical compounds
   shall not exceed 6 x freshwater aquatic life (FAL) chronic water quality criteria
   (WOCU 6/100 x FAL acute W3C, and 6/20 x FAL acute W3C,  respectively.,    	.

-------
 NJ0005746:   Mineral Recovery. IQC.. operates  a  mining mineral sand extraction facility
 (SIC 1014) in Lakehurst, New Jersey  and is in  the Titanium Ores Subcateaory of the Ore
 Mining §M Dressing Category (40 CFR 440.50 Subpart E).   The permittee processes
 tailings (ilmenite) from a former dry mill operation in an effort to recover mineral"%
 sands.   The  sand is first  moistened  and classified in a wet spiral plant to eliminate
 the light silica sand.  -The  separated  fraction is discharged to a settling pond and
 allowed to settle out of suspension ;while the slurry of heavy minerals is dried and
 further classified by electrostatic  and magnetic separation to produce Leucoxene
 (Titanium Dioxide) and  Zircon (Zirconium ore).  The  final commercial grade products
 are used for foundry  sand  and in the paint industry.  The excess water is clarified
 and retained in a  sefctliog. lagosii before being released via Outfall 001 to the Green
 BrjpcJa Of j&aqgie  Brook.  The limitation for COD is  based upon application information
 and Efii,  The limitation for Petroleum Hydrocarbons  is based upon State effluent
 limitations  for Oil and Grease, and pH may not be lower than the pH of the receiving
 stream.             "•••..-.    ,     .-..-.  .   ,       .-•••'.   .-..   • •   •   -,.'-•••••••".
Effective Date;
Expiration Date:
                  August  I,  1988
                  July 31, 1992
                    Abstract Date:
    Final Permit
October ,12, 1988
                               EFFLUENT LIMITS  (FINAL)

NJ0005746:  Mineral Recovery, Inc.     "                            ••     -

       Pollutants      '   QjtfalX      Ava./Max. Limits and Units         Monitoring
Flow
                             II   ;monitor Only
                                                                         
-------
NJ0029327:  peerless Tube Co.,  Bloomf ield, New Jersey, (W. of Newark) is in the
Aluminum Forming Category (40 CFR 467) and makes aluminum aerosol 'containers.
(SIC 3411).   The discharge permitted is 0.10 MGD of non-contact cooling water.  Outfall
001 flows into Wiawam Brook and then to the Passaic River.  The treatment,.required-is-
simply proper housekeeping, unless Crf Zn or Cu corrosion inhibitors are used for
water  treatment.  If so, chemical precipitation may be required.  The basis for
limitations  is EPA Region II guidance for cooling and stormwater discharges consistent
with 402 determination.  These limitations will not cause violation of State Surface
Water  Quality Standards.  Chromium, zinc, and copper do not need to be .monitored if
they are not being introduced into the system as corrosion inhibitors for water
treatment purposes.  No biomonitoring requirements have been imposed.
Effective Date:  October lf 1985
Expiration Date:  September 30, 1990
               Abstract Date:
    Final Permit
October 11, 1988
                                EFFLUENT LIMITS (FINAL)

 NJ0029327:   Peerless Tube Co.

        Pollutants         Outfall
Avg./Max. Limits and Units
    Monitoring

FlOW
t AVn
Teiroerature
COD* 	 	

Chromium**
^*nii yiuj.wu
Zinc** 	
Copper** 	
t>H
y i? . -
Petroleum Hvdroe

; 001 :monitor only 	 	 	 *
• :~/30 C (86 ••?)
• : — /50 ma/1
: : — /20 ma/1
	 i_ :— /0.5 ma/1 _ 	 ,
: :— /l.O "
. i— /l.O "
: :6.0 - 9.0
arbons t : — /10 ma/l (No visible sheen 	 ,






• . - ' '






*Upon written
**Monito.ring_i
i request, limit may be chancied to 20 ma/1 TOC,, 	 ___

1/m
" grab
l/q " -
1/q "
1/q "-



2/y ",.














•equired if a corrosion inhibitor containing this metal is used. — ; — __

-------
NJ0030406:  Itamah Products, (Specialties Division /Exxon Chemical Americas) is
located in Pedricktown, New Jersey.  The facility is in the Organic Chemicals
Manufacturing Category (40 CFR 414) producing asphalt additives,  emulsifiers, and
amines  (SIC  2869).  Plant discharges are to Zone 5 of the Delaware River..  Outfall 001
consists of process wastewater and stormwater runoff (0.28 mgd), and 002 consists of
groundwater decontamination discharge,  The treatment system is being upgraded to inc
when completed, an oil/water separator, above-ground storage and treatment
tank, dual media filters, and a carbon adsorption system.   The treatment system was to
be completed  and operational by 3/29/85, and final limitations were to be met by
6/29/85.  Limitations  for pH, TSS, oil and grease, ammonia, lead, zinc, and color are
based on DRBC regulations.   Nickel, volatile organics, and COD limitations  are BPJ,  an
the phenols limitations are from the previous permit. The flow limitation is ~~
the design capacity of the facility's  intended treatment system.   Surf ace water
quality standards for the Delaware River apply to turbidity, dissolved oxygen, and
alkalinity.   Four flow through or 96-hr static renewal LC50 bioassay tests  are to be
performed quarterly, the first to have been initiated no later than 9/29/84.   For
receiving tidal waters having a salinity less than or equal to 1 ppt, the fathead
minnow is the recommended test organism; for salinity > 1 ppt, the mysid shrimp is
recommended.   If the bioassays show > 10% fish mortality or > 15% invertebrate
mortality, additional tests shall be conducted.  The permit has been modified to
include a permit for an infiltration/percolation lagoon with discharges to
groundwaters  of the Cape May Formation, and a groundwater monitoring (10 wells) and
decontamination program.  A standard reopener clause is included.
Effective Date:  June 29, 1984
Expiration Date:  June 28, 1989
Abstract Date:
    Final Permit
February 7, 1986
                               EFFLUENT LIMITS (FINAL)
NJ0030406: Tomah Products
Pollutants Outfall Avg./Max* Limits and Units
Flow
TSS
CCO
Oil and Grease
Ammonia
Phenols
Lead, Total
Nickel, "
Zinc, "
Color
Turbidity*
Alkalinity*
Dissolved Oxygen*



Toxicity (Bioassay
PH
Flow
COD
V.O. Scan***

TSS
pH
001 :— /0.122 mqd
: 30/50 mg/1
: — /75 "
:— /10
:35/—
:— /l.O •"••••;
:report**
:0. 5/1.0 mg/1
: report**
:— /100 pt. Co. U.
: 40/150 NTU
:between 20-120 mg/1
:>3.5 mg/1 at River Mile 78.8 (1)
:>4.5 " at River Mile 70.0 (1)
:>6.0 " at River Mile 59.5 ( IV
:>6.5 " 4/1-6/15 & 9/15-12/31 (2)
:96-hr LC50
:6.0 - 9.0
002 :report
: — /75 mg/1
Monitoring
: continuous
: 1/w comp
. U U
; " grab
: 1/m comp
• U n
.11 n
• ii ii
• ii n
; 1/g grab
:when sampled
• n it
• it ii • *'•
. n n
• M it .
.11 n
;quarterly
;l/w grab

: " comp
: — /100 PI±> or 90% removal, whichever : " grab
:is less stringent
:— /20 mg/1
:6.0 - 9.0
*Surface water duality requirements. **Additional limitations may be
***Organic toxic pollutants, volatile GC/MS Fraction.
(1)24 hour average concentration j (2)Seasonal average.
, » ,
:l/m grab
;not specified
imposed.



-------
M0028100:  Chevron Resources Company operates an underground uranium mine  (SIC 1094)
in Cibola County, which produces' 600 tons per day.   This facility is in  the  Orje  Mining
SDSl Dressing Category  (40 CFR 440) and has a total discharge of 7.8  mgd  to San Miguel
Creek.  Outfall 001 consists of mine dewatering and  treated  sanitary wastewater
(internal QUtfall 01A). Mine dewatering is treated by suspended solids  removal, and
radium reduction, whereas the sanitary wastes receives secondary treatment and
chlorination.  Effluent limitations are based on State water quality standards.
Effective Date:  July 18, 1988
Expiration Date:  July 17, 1993
Abstract Date:
Final Permit
June 7, 1989
                               EFFLUENT LIMITS  (FINAL)

KM0028100:  Chevron Resources Company

                                       Avq./Max.*Limits and Units
                Monitoring
f V'Jr-i-U l_cui oo v^ui»i.w.
Flow 	 ; 001
TSS •
COD 	 ; 	
Dissolved Radium 226 t
Total Radium 226 	 	 :
Tbi-al Uranium t
Total zinc 	 ; 	

Plow 	 ; 01A

BOD5 	 ;
P
-------
NY0000345:  FMG Corp. of Middleport, New York, manufactures caibofuzan,
dithiooarbamate pesticides,  and other products (SIC  2869) in the Pesticides
Manufacturing Category (40 CFR 455).  Process wastewater,,contaminated surface runoff;
and utility/maintenance water are routed to an equalization lagoon:before receiving
treatment which includes multimedia filtration, .carbon adsorption/ ion exchange, and
chemical  precipitation.  The treated wastewaters  are stored, in a-holding tank until
discharged through .OOlAy sliadge receives gravity thickening and vacuum filtration
before disposal in a landfill.  001B consists of .uncontaminated stormwater runoff, and
is combined with  001A prior to  a discharge of 0.17 mgd through Outfall 001 to an
unnamed tributary of Jeddo Creek.  Outfall 001C is the receiving stream at a weir
located downstream from discharge 001.. Monitoring samples will be, collected at 001
when at least 72,000 gallons of treated wastewater are discharged  through 001A; if,
during a  sampling week, the volume is not at or above this value, samples for the day
with the  largest  volume of discharge will be analyzed.   If there is no discharge at
001A, no  samples  will be taken.   Permit limitations  are based on the  following:  (1)
BPJ determination of BAT (nitrogen, ammonia (as N),  total phenolics, total
dithiocarbamates, carbofuran, total arsenic,  total zinc); (2)  BPJ determination of ECT
(ph);  (3)  water quality criteria (flow ratio, temperature);  (4) limits of detection
(4,4'-DDT,  4,4'-DDE, 4,4'-DDD, a- and b-endosulfan, mercury).   Action  levels  have been
inclvided  for pollutants present at levels not requiring limits; the permit is subject
to reopening for consideration of revised action levels or for the addition of. limits
if the action levels are exceeded.  Ihe facility is  required to submit a waste flow
measurement and analysis report for specified pollutants by 4/1/86, and a BMP plan by
7/1/86 as outlined  in the permit.   Bioassays are  not required.
Effective Date:
Expiration Date:
July 1, 1985
July 1, 1990
Abstract Date:
Final Permit
May 23, 1986
                               EFFLUENT LIMITS (FINAL)
NY0000345: FMC Corp.
Pollutants
Flow !
Flow Ratio***
Suspended Solids
Nitrogen, Ammonia ^as N)
Phenolics, Total
Dithiocarbamates, Total
Carbofuran
Arsenic, Total
Zinc, Total
m

COD
Temperature
PH
Flow
Flow
(2)

Total Selenium, Toluene
Total Nickel
Outfall
t 001




as C52)
•


.
-
- - •
.
- -.
•
001A
001C
001****
•
_

Avg. /Max. Limits and IMits
monitor only
— /0.20 qal/gal
monitor only
— /4.0 mcr/1
— /0.05
— /0.05 :
— /0.05
0.2/0.4
— /0.6
— /l.O uq/1

monitor only '
— /90 F
6.0-9.0
monitor only
"•I-;
0.10 mcr/1

0.05
0.20
Monitoring
: continuous**
:
:2/m 24 hr comp
:l/w : " -
. .11 ii ,
• •
• II it
• " -.","*
» II H.
• - -,"-•-.
• « II
!* V
. It , II
' - • ' - ' '
:semi-annual
:24 hr comp
:l/m 24 hr coop
:l/w instant. .
: " grab
jcontinuous
: " **
:semi-annual
:grab
.11 «•.-...
•
. n H
   *Daily average/daily maximum.
  **VZhen discharging from 001A.
 ***Flow ratio = average daily flow (001) - average daily flow (001G) when
    discharging from 001A.  	             .;•-:.....  :   :'.- .-•-' -   -,.
****Action levels; if exceeded, the addition of limits maybe considered.
(1) 4,4f-DDT, 4,4fDDD, 4,-x -^
(2) Total Beryllium, Chromium
    1,2-Dichloroethane.
      n.*	;	 ,    -  •--.-_--   .  •" -  " •  --.- .   ; ••
      ceeded, the addition of limits may be considered.
      ,4'-DDE, a-endosulfan,  b-endosulf an,  total mercury.
      omium, Copper and Lead, Chloroform, Methylene Chloride,

-------
NY0001228;  Philips BOG, Inc. (formerly GTE Products Corp.), of  Seneca Falls,  New Yor
is in the Electrical  and Electronic Components  Category (40 CER 469).   The facility
manufactures  cathode  ray tubes for color televisions  (SIC 3672).  Based on a 1980
production rate,  1,589,389 tubes are produced annually ranging in size from 13" to
19".   The permit  regulates Outfall 001  consisting of process wastewater (23.7 mgd),
discharging to the Seneca River/Barge Canal.  Wastewater treatment includes routing to
holding lagoons for SP^-? mentation, equalization, neutralization, and settling.  Sludge
may receive vacuum filtration,  or be drummed for shipment to a landfill.  Effluent
limitations for temperature and total lead are  based on water quality  standards.  Only
NSPS and pretreatment guidelines have been finalized for this category; therefore the :
other limitations are based on a BCT/BAT determination  using BPJ.  There is no
requirement for biomonitoring or a BMP plan included in the permit.
Effective Date:  June 1, 1985
Expiration Date:  June 1, 1990
              Abstract Date:
     Final Permit
February 19, 1986
                                EFFLUENT LIMITS  (FINKL)
NY0001228:  Philips BOG,  Inc.

       Pollutants         Outfall
Avg./Max. Llmits*and Units
     Monitoring
•
FlOW
: 001
BOD-5 :
OSS :
Fluoride, Total :
Cadmtm,
Chromium,
Zinc,
" :
II
II
Trichloroethvlene
Temperature
PH
Lead, Total
Lead, Total



(3/2-12/31)
(1/1-3/1)








001B
001C



:
:
:
•
•
•

monitor only
270/404 Ib/d .
—7404
-752
—71.1 "
—74.2
— /6.7
—74.2
— /90 F
6.0 - 9.0
— /3.4 Ib/d
—72.3

(1.4/2.04
(—72.04
(— /0.26
I— A). 006
(—70.02
(—70.03
(—70.02


(—70.017
(-70.012

mg/1**)
**)
**
**
**
**
" **


mg/1**)
» **



"






continuous

2/m 24 hr comp



ii ii
it n
.
" grab


n n
continuous
2/m 24 hr comp










  *Daily average/daily maximum.
 **Bquivalent concentrations based on 23.7 mqd flow but not included in permit.

-------
N?0001732:  The ALCOA plant, located in'Massena, New York, is in Subpart B,  Primary
Aluminum Smelting Subcategpry, of the Nonferrous Metals Manufacturing Category
(40 CFR 421),   The facility is engaged in the production of primary aluminum, aluminum
ingots, extrusions and fabricated wire, rod and bar products, aluminum conductor
cables and conductor accessories (SIC  3334, 3355,  3361, 3357, 3354, 3644).  Discharges
from three Outfalls, 001  (combined with 006), 002, and 003, are to the Grasse River,
and:discharge  from a single Outfall, 003, is to Old Power Canal, as follows:  001 ~
process wastewater (14.5 mgd) combined with sanitary lagoon effluent from 006,
formerly known as 001A (0.7 mgd); 002 - stormwater overflow (0.04 mgd);  003 —
stormwater runoff and  ncncontact cooling water (0.4 mgd);  and 004 — conductor
accessories wastewater and stormwater overflow (0.32 mgd).  Process wastewater at 001
receives  lime  treatment,  sedimentation, neutralization, and stabilization in lagoons.
Sanitary wastewaters are  routed  to a sanitary lagoon for sedimentation,  aerobic and
anaerobic digestion, and disinfection before combining with Outfall 001 for discharge
Outfalls 002-004 are not treated. The  limits  reflect BAT and water quality
considerations as per BPJ.  The facility is to conduct  short-term, high-intensity
sampling programs at 001  and 006 for parameters  listed in Tables C and B of the
permit, respectively.,  The sampling was to be completed by 9/1/85, and analyses were
to have been by gas chromatography.   In addition, groundwater monitoring is required
to assess the impacts associated with wastewater and solid waste impoundments.
Biononitoring is not required.
Effective Date:
Expiration Date:
March 1, 1985
March 1, 1990
                   Abstract Date:
Final Permit
.June 3, 1986
                               EFFLUENT LIMITS (FUEL)
NY0001732:  ALCOA (Page 1 of 2)
       Pollutants
        Outfall
Avg./Max. Limits* and Units
                                                                          Monitoring
Flow
TSS
Oil and Grease
Fluoride, Total
Aluminum, Total
Copper, Total
Cyanide, Total
PCB, Total
Zinc
001 :22/—
mcjd
: 1800/2250 Ib/d







Benzo(a) Pyrene :
Chlorine, Total Residual***
PH :
Flow : 002
TSS :
Oil and Grease :
Cyanide, Total :

:
:
— /15
— /961
480/965
— /12.5
15/30
— /2
— /10.5
—/1. 8
—/0.25
6.5-9.0
monitor
20/40
— /15
— /l.l.
mcj/1
Ib/d
Ib/d
II

ug/1
Ib/d
11
mcr/1

only
mcr/1
H
11

(14.2/17.7


(3.8/7.6
(WO. 02
(0.12/0.24
_,.
(— /0.08
(— /0.014







TITf/l


Tirr/l
II
tl

mqr/1
II







.**)


**)
**^
**)

**)







: continuous
:l/w 24 hr oanp
:l/m grab
:l/w 24 hr comp

»n H
: " grab

: " 24 hr comp
• " grab

: 1/w grab
: " instant.
: " grab

• II II


8
: :
*Daily average/daily maximum.
**Ecruivalent concentrations based on 15.2
***Seasonal (May 1-October 1 ) .




mgd flow but not






included


.

in permit.


-------
NX0001732:  She ALCOA plant, located in Massena, New York, is in Subpart B, Primary
Aluminum Smelting Subcategory, of the Nbnferrous Metals Manufacturing Category
(40 CER 421).  Ihe facility is engaged in the production of primary aluminum, aluminum
ingots, extrusions and fabricated wire, rod and bar products, aluminum conductor
cables and conductor accessories (SIC 3334, 3355, 3361, 3357, 3354, 3644).  Discharges
from three Outfalls, 001  (combined with 006), 002, and 003, are to the Grasse River,
and discharge from a single Outfall, 003, is to Old Power Canal, as follows!:  001 —
process wastewater (14.5 mgd) combined with sanitary lagoon effluent from 006,
formerly known as 001A (0.7 mgd); 002 - stonrwater overflow (0.04 mgd); 003 —
Btormwater runoff and noncontact cooling water (0.4 mgd); and 004 — aanductor
accessories wastewater and stormwater overflow (0.32 mgd).  Process wastewater at 001
receives lime treatment,  sedimentation, neutralization, and stabilization in lagoons.
Sanitary wastewaters are  routed to a sanitary lagoon for sedimentation / aerobic' and
anaerobic digestion, and  disinfection before combining with Outfall 001 for discharge.
Outfalls 002-004 are not  treated.  The limits reflect BAT and water quality    *
considerations as per BPJ.  She facility is to conduct short-term, high-intensity
sampling programs at 001  and 006 for parameters listed in Tables C and B of the
permit, respectively.  The sampling was to be completed by 9/1/85, and analyses were
to have been by gas chromatography.  In addition, groundwater monitoring is required
to assess the impacts associated with wastewater and solid waste impomvirnents.
Biomonitoring is not required.
Effective Date:
Expiration  Date:
March 1, 1985
March 1, 1990
Abstract Date:
                                                                          Final Permit
                                                                          June 3,  1986
                               EFFLUENT LIMITS (FIN^L)

NY0001732:  ALCOA (Page 2 of 2)

       Pollutants        Outfall
                                        Avg./Max.  Limits  and Units
                Monitoring

Flow
TSS
Oil and Grease
Temperature
Cyanide, Total
PH
Flow
CBOD-5
TSS
Fecal Colif orm
PCS
PH



CD 30 day arith. mean/7
: -;• . ' - :•.-'.'.
003, 004 zmonitor only
:20/40 mqr/1
:— /15
:__/90 F
:—/!.! mcr/1
:6. 0-9.0
006 :!.!/— mgd (IK
:30/45 mg/1 (1)
:30/45 " (1)
: 200/400 per 100 ml (IV
:0.01 mg/1 (2)
:6. 0-9.0
:
:

day arith. mean.
-
1/ira instant.
".- grab
n ii

I/O "
1/m "
" instant.
" grab








     high-intensity monitoring program for PCS.

-------
Wy0007048:  Ihe General Electric Co. in Fort Edward, New York, manufactures capacitors
(SIC 3999) using the following processes?  (1)  winding aluminum, paper, and film
sheet; (2) metal  cutting, bending/ welding;  (3) unitassembly;  (4);capacitor drying,
impregnation.  There is no guidelines category for this industry.  Outfall 004
consists of approximately 0.216 mgd of process and sanitary wastewaters, noncontact
cooling water, and surface runoff;  also contaminated groundwater if it? is being pumped
from a recovery well and a recovery trench.  (The facility must give a 15-day
notification if it plans  to  discontinue, or  continue,  the pumping  operations).  Other
outfalls are not  addressed in the permit.  Sanitary wastewaters are treated with
activated sludge  and clarification  befoipe mixing with the facility's other wastewaters
in a holding tank.  The contents of the tank receive multi-media filtration and carbon
adsorption prior  to discharge through 004 to the upper Hudson River.  The limitations
for  temperature and oil and  grease are based on water cjuality standards.  The basis
for  the BCT limits (pH,  BOD-5, TSS) and the BAT limits (all other pollutants)  is  BPJ.
The  permit  includes action level requirements  which,  if exceeded, may result in the
addition of limits. The  action levels are as  follows:  1,1-Dichloroethane, 1,1-,.
dichloroethylene,  1,1,2,2-tetrachloroethane, trichlorofluoromethane,
trichloroethylene,  1,1,2-trichloroethane, 1,1,1-trichloroethane, vinyl chloride,
ethylbenzene,  bromcdicMoromethane (0.10 mg/1);  l,2^(trans)-dichloroethylene,
tetrachloroethylene (0.40 mg/1); chlorobenzene,  1,2-,1,3-/ and  1,4-dichlorobenzene
(0.01 mg/1).  Quarterly grab samples will be taken simultaneously of both the treated
(after carbon  adsorption) and untreated  (holding basin) wastewaters, analyzed for
volatile fraction priority pollutants using  a  GC/MS scan (EPA method 624).
 Effective Date:
 Expiration Date:
March 1, 1985
March 1, 1990
Abstract Date:
Final Permit
June 3, 1986
                                EFFLUENT LIMITS  (FINAL)
NY0007048:  General Electric Co.  (Page 1  of  2)
Pollutants Outfall Avg. /Max. Limits* and Units Monitoring
Flow
BOD-5
TSS
TKN 	 £ , :.
Oil and Grease
Aluminum, Total
Chromium, Total
Copper, Total
004*** monitor only : continuous
:— /100 ' Ib/d (— /55.5 mg/l**):l/w 24 hr comp
:30/50 itcr/1 :l/m
:— /25 Ib/d (— /13.9 mg/l**):l/w , "
:— /10 ma/1 :l/m grab
t2. 0/4.0 " : " 24 hr comp
:0. 5/1.0 " : "
:0. 4/0.8 " , : "
PCB's(Arochlor 1016 & 1242) : 0 . 0042/0 . 022 Ib/d (0 . 002/0 . 01 mcj/1** ): 1/d
Bis(2-ethylhexyl)phthalate : :
5/1-10/31
11/1-4/30
1,2, 4-Trichlorobenzene
Total Aggregate****
Toluene
Benzene
Temperature
PH
.-0.088/0.22 " (0.05/0.12 " **): "
:0. 44/1. 10 " (0.24/0.61 «**): "
:0. 0042/0. 022 " (0.002/0.01 " **): " "
:1.5/3.5 " (0.83/1.9 " **):l/w qrab
:0.029/— " (0.02/— " **): " "
:0.029/— " (0.02/— » **)• »
. — /go F :l/m instant.
:6. 0-9.0 • :l/w grab
*Daily average/dally maximum.
**Equivalent concentrations based on 0.216 mqd flow but not included in permit.
***May contain groundwater pumped from the recovery well and trench.
****Total aggregate = sum of the concentrations Of 29 purqeable halocarbons
listed in the permit.

-------
NY0007048t  The General Electric Co. in Port Edward, New York, manufactures capacitors
(SIC 3999) losing the following processes:   (1) winding aluminum/ paper, and film  •'•/••
sheet;  (2) metal cutting, bending, welding; (3) unit assembly; (4) capacitor drying,
impregnation.  There is no guidelines category for this industry.  Outfall 004
consists of approximately 0.216 mgd of process and sanitary wastewaters, noncontact
cooling water, and surface runoff; also contaminated groundwater if it is being pumped
from a  recovery well and a recovery trench.  (The facility must give a 15-day
notification if it plans to discontinue, or continue, the pumping operations).  Other
outfalls are not addressed in the permit.   Sanitary wastewaters are,treated with
activated sludge and clarification before mixing with the facility's other wastewaters
in a holding tank.  The contents of the tank receive multi-media filtration and carbon
adsorption prior to discharge through 004 to the upper Hudson River,  The Limitations
for temperature and oil and grease are based on water quality stardgrria,  'Hie basis '•"",
for the BCT limits (pH, BOD-5, TSS) and the BAT limits (all other pollutants) is BPJ.
The permit includes action level requirements which, if exceeded, may result in the >
addition of limits,  The action levels are  as follows:  1,1-Dichloroetliane, 1,1-
dichloroethylene, 1,1,2,2-tetrachloroethane, trichlorofluoromethane,
trichloroethylene, 1,1,2-trichloroethane, 1,1,1-trichloroethane, vinyl chloride,
ethylbenzene, brcroodidfiloromethane (0.10 mg/1); l,2-(trans)Hiichloroethylene,  •
tetrachloroethylene (0.40 mg/1); chlorobenzene, 1,2-, 1,3-, and l,4Kiidalorobenzene
(0.01 rog/1).  Quarterly grab samples will be taken simultaneously of both the treated
(after  carbon adsorption) and untreated (holding basin) wastewaters, analyzed for
volatile fraction priority pollutants using a GC/MS scan (EPA method 624).
Effective Date:
Expiration Date:
March 1, 1985
March 1, 1990
Abstract Date:
Final Permit
June 3, 1986
                               EFFLUENT LIMITS (FINAL)

NY0007048:  General Electric Co.  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                        Manitoring

Plow
(Total Aggregate***^ (3)
(Total Aqqreqate****H3)
,






•






004 m

004 (2)
.
"












monitor only
n
"



..


- " ~ - - •• «_ _ '







continuous
1/w calcailate
ti , n




f . ' • •




-
••-.:•'• 1:


          aggregate = sum of the concentrations of 29 purgeable halocaiAxans
    listed in the permit.	•'•,..    .    .  " -.'
    Flows from recovery well RW-1 and trench to the treatment facility.
(2) Flow from the equalization tank to the treatment facility.
(3) Applicable only when groundwater is pumped from the recovery well and
    trench,, discharged at 004.	_J

-------
NY0007269:  Burrows Paper Corporation  (Mill Street Division) located in Little Falls,
New York, manufactures 45 tpd of lightweight  specialty tissues  (SIC 2621) in the Pulp,
Paper, and Paperboard Category (40  CFR 430).   Approximately 0.85 mgd  of process
wastewater, treated by flotation, is discharged through Outfall 001 to the Mohawk
River.  A portion of the wastewater is routed through  discharge point "A" to a POTW.
Temperature, pH, and selenium limits are based on water quality criteria, and BOD-5
and suspended solids limits are a BPJ determination of BCT using Subparts S,
Nonintegrated-Tissue Papers Subcategory, and T,  Tissue from Wastepaper Subcategory, as
guidance.  Phase II, when all of the treated wastewaters are discharged through
Outfall 001, will begin upon NYDEC approval of a written request to commence Phase II
discharges.  Phase II permit limits must be attained concurrent with Phase II.
operations. Phase I operations, routing a portion of the wastewaters to a POTW, will
then cease. The permit allows pH excursions for pH under conditions  of continuous
monitoring  (40 CFR 401.17).  Biomonitoring requirements and a BMP  plan are not
included.
Effective Date:  July 1, 1984
Expiration Date:  July 1, 1989
                                    Abstract Date:
  Final Permit
March 11, 1986
NY0007269:  Burrows

      Pollutants
           EFFLUENT LIMITS (FINftL)

Paper Corporation

      Outfall      Avg./Max.  Limits and Units
 Monitoring
Flow
BOD-5
Suspended Solids
Settleable Solids
Tanperature
Selenium, Total
pH
Flow
BOD-5
Suspended Solids
Settleable Solids
Temperature
Selenium, Total
PH







001(1) :monitor only
:501/927 Ib/d
:469/925
:monitor
:— /95 F
. .IT-/.0.42 Ib/d
:6.5 - 8.5
001(2) :monitor only
:582/1078 Ib/d
: 545/1076
:monitor
:— /95 F
:— /0.42 Ib/d
:6.5 - 8.5
: continuous
(70.7/131 irc?/l**):l/w 24 hr comp
(66/130 " **): "
M/d
: 1/w grab
(— /0.06 mcr/l**):l/m 24 hr comp
:continuous
: '"' • -•. • . •
(82/152 mg/l**):l/w 24 hr comp
(77/152 " **): " "
:l/d "
:l/w grab
(— /0.06 mg/1**) :l/m 24 hr cemp
:continuous
• : - ' : , • . : • " . •• •
: :.••-•••'
5 . . : •. • • •
• . • - . • "• • ' "- - -
• - • ' • * •
: . ... •.,-'' : . •
: . - - :
(l)Phase I; current operations in which some of the
discharged to a POTW.
process wastewaters are

(2)Phase II; when 100% of the treated wastewaters are discharged to the
Mohawk River.

*Daily average/daily maxijnum.
**Equivalent concentrations based on 0.85 mgd flow
but not included in permit.

-------
OH0000493:  SCM Corporation^ Plant #2 located in Ashtabula,  Ohio, uses chloride
process for the manufacture of titanium tetrachloride and titanium dioxide, (SIC 2816).
The facility is in the Inorganic Chemical Category (40 CER 415,  Subpart V)  arid has two
discharges to Fields Brook.  Process wastewater,  stormwater and cooling water at
Outfall 001 is treated by neutralization and sedmentation before discharge at an
average rate of 0.325 mgd.   Sanitary wastewater from internal Outfalls 601 and  602
combines with process wastewater and discharges at a rate of 2.2 mgd from Outfall 002.
'[treatment is by neutralization, chemical oxidation, and sedimentation and sludge is
treated by gravity thickening and vacuum filtration.  Effluent limits on iron,
residual chlorine _ and TSS are previous permit limits, and limits on TOS are based on  "'
water Cfualfty s^ryfoTrjs.  Limits on zinc, lead and nickel are based on BPJ.  There is
no requirement for a BMP Plan or biomonitoring included in the permit.
Effective Date:
Expiration Date:
September 28, 1984
 September 25, 1989
                 Filial Permit
Abstract Date, March 18, 1985
                               EFFLUENT LIMITS (FINAL)

OH0000493:  SCM Corporation, Plant #2

       Pollutants         Outfall      Avg./Max. Limits and IMits
                                                         Monitoring

Flow
TSS
TOS
Iron, Total
Chlorine, Residual
Zinc, Total
Temperature
PH
Flow
TSS
TDS
Chromium, Total
Nickel, "
Iron, "
Lead
Zinc, "
Temperature
Total Halogenated Organic
pH
Flow
Color, Odor, Turbidity





:
001 :report
:66/106
: 1000/2450
:5.3/10.6
kg/d 24/40 mg/1
500/940
2/4
: —r/0.5
:— /0.53
:report
kg/d — /0.2

:6.0 - 9.0
002 :report
: 190/480
: 69500/89950
:— /1. 5
:— /2.76
:15.2/30.4
:— /1. 5
:— /2.76
:report
:s : "
kg/d 25/62 mg/1
7900/10300
— /0.2
II
2/4 ircr/1
— /0.2
— /0.365


:6.0 - 9.0
601, 602:report
.11
:
: •••'..-':'
:
: ..
: . :..-.-.-•

1/w 24 hr total
" 24 hr comp
H .•.••"
n H
grab
1/m 24 hr comp
1/w
" jjrab
11 24 hr total
" 24 hr comp
If II
II H
II II
II It
1/m
II 11
1/w
1/q grab
contLnuous
1/d 24 hr total
" observation






-------
OH0000523: SCM Corporation/ Plant #1 is located in Ashtabula, Ohio and Is in the
Inorganic Chemicals Category  (40 CFR 415).  ,The facility is a manufacturer of titanium
dioxide pigment from rutile ore by the chloride process  (SIC 2816), and has two
outfalls which discharge to Fields  Brook.  Outfall 001 discharges 1.1 mgd process
wastewater treated by neutralization,  flocculation, and sedimentation.  Sludge
treatment is by gravity thickening  in  sludge lagoons.  Outfall 002 consists of
sanitary wastewater  (0.004 mgd) treated by  sand filtration and in aerated lagoons.
All effluent limits are based on BPJ,  except limits on fecal coliform and total
dissolved solids which, are based on water quality, standards.  Limits at Outfall 001 on
TSS, total chromium,  and residual chlorine are based on antidegradation policy (QAG
3745-1-05 and 40 CER 122.62 2(i),  and limits at Outfall 002 for BOD and TSS reflect
standard secondary treatment.  A schedule of compliance requires a chlorinator on the
package plant to be operational by May 15, 1985. A BMP Plan and biomonitoring
requirments are not included  in the permit.
Effective Date:  September 28, 1984
Expiration Date:  September 25, 1989
                           Abstract Date:
                                   final Permit
                              February 21, 1985
                               EFFLUENT LIMITS (FINAL)

OH0000523:  SCM Corporation, Plant #1
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring

Flow
TSS'
TDS
Chromium, Total
Capper, "
Zinc, "
Iron, »
Temperature
Chlorine, Residual
PH
Flow
BOD-5
TSS
Chlorine, Residual*
Fecal Coliform*
Color
Odor
Turbidity
PH





*Sutnmer only
••'•"-:-•• • -•'.••-.
001 :report
: 63/125 kg/d 15/30
:36270/41273 " 8700/9900
:0. 25/0. 50 " 60/120
:0.25/0.50 " 60/120
:— /1. 5 " — /360
:report
- • • s » -. . • • ,- .. -• , •
:— /0.05 mcr/1
:6.0 - 9.0
002 :report
:10/15 mcr/1
:12/18 "
:2. 0/3.0 "
: 1000/2000 per/100 ml
report
ii . .-. • . _ .... ... , . . , ,
ii ..-..,... '-,- . --—
6.0 - 9.0

"




... - .:..-,-- ...,, .
:l/d 24 hr total
mg/1 :l/w 24 hr comp
H "• - II It
tl .11 It
" :l/m
H . n ii
.11 n
: 1/w daily max
: " grab
:continuous
:l/d 24 hr total
: 1/m jgrab
.n n
:l/d "
:l/m
: 1/d observation
.11 - : II..
» ..II II
: 1/m grab
= • >+ . .- - _;
'i - - - m -;-.-.
M ,-.,..-
* •'- > -•-••.*
• - - • - • '


-------
OH0000965:  The Whirlpool Corporation plant in Clyde is an integrated, multicategory
facility producing automatic washers  (SIC 3633).  The facility falls into the
following effluent categories: Porcelain Enameling  (40 CFR 466),  Metal Finishing
(40 CFR 433),  and Mechanical Products (no 40 CFR number).  The maximum daily
production rate  is  1,500,000 sq. ft/day  (13,000 units)  and 0.336  MOD of process
wastewater  is discharged from Outfall 001 to Raccoon Creek.   Treatment consists of
fJLSJi equalization, lime addition,  settling, aerated bio pondsr and post aeration.
Effluent limitations for chromium, lead, aluminum,  copper, and TTO are based on BAT;
nickel, zinc, oil and grease, TSS,  and iron are BPJ; and  the  remaining parameters are
limited by water quality standards.  Upon completion of the wastewater improvements, as
stated in the schedule of compliance, quarterly. 7-day chronic toxicity tests will be
required for one year, using Ceriodaphnia and fathead minnows.  Monthly acute toxic ity
.tests, with  Ceriodaphnia (48-hr) and fathead minnows (96-hr)  will also be required.
Acute tests need not be performed during those months that the chronic tests are being
conducted.  If, after one year, the permittee has been in compliance with the chronic
toxicity limit of 1.04 TU (chronic), the  biomonitoring  requirements may be reduced to
a semi-annual basis.  Within one year of the effective date, quarterly gc/MS Scans
mist be performed.
Effective Date:  March 30, 1988
Expiration Date:  March  27, 1993
                     Final Permit
Abstract Date:  February 10, 1989
                               EFFLUENT LIMITS  (FINAL)

OH0000965:  Whirlpool Corporation  (Page 1 of  2)

                          Outfall      Ava./Max. Limits and Units
                     Monitoring
•
LIMITS EFFECTIVE FQR THE FIRST
Flow 	 : 001
Ditsptnlvpri Oxvaen :
BCO5 	 •
rrp 	 j 	
Residue, Total Nonfilterable
fl^M arv5 Grease :
Ammonia :
Ni t r i te 	 ;
Nitrate 	 ;

nhrnminm f Total) t

Iron 	 " 	 t
j^garj 	 JU 	 • 	
Nickel 	 " 	 ;
74rv "
Aluminum " :
Chromium •. Dissolved Hexavalent.
Ph^nanj-hrpne (Total) 	 ;
2-Nitrophenol 	 ?
pi* « (2-f»thY? hexvl)Phthalate
T"t;fll Toxic Qrqanics ;
pH 	 :
JrH ' 	
;

	 	 •
•
TWENTY-FIVE MONTHS - - -..
: report - 	 - 	 : 	 : — 2
:4.0 mg/1 minimum -. — _..
, :65.3/97.8 ka/d
:monitor only ----- 	 •—*
:37.2/55.8 kg/d 	
:— 718 "
sroonitor onlv 	 	 •— — _j
n • 	 	 	
" .. .,..-.-•,..
n :.
•3.2/6.4 kg/d
:2.0/3.3 "
.— /1.30 " (— /1000 ug/15
.si. 52/1. 97 "
:0. 65/1. 30 " (1000/2000 ua/1'
— /1 .30 " (— /1000 "
:16.5/40.3 "
:monitor only • *
"
n
.-"...-,. ., '- •..•-- .. -
- •— /2.1 kg/d
•6.5 - 9.0

• • ,•



/d 24-hr, total
l./w grab •
" 24-hr coiro
l./m
1/W
'-. grab
" 24-hr COUD
n n
_____ _— — — — —
n n
1/m
1/w . "
n n

n n .-
n ; n
n n
n n
« n
1/m "
n " , ,

a^-q
l/W grab




-------
OH0000965:  The Whirlpool Corporation plant  in Clyde  is an  integrated/ multicategory
facility producing automatic washers (SIC 3633).  The facility falls into the
following  effluent cateqories; Porcelain  Enameling  (40 CFR  466), Metal Finishing
(40 CFR 433), and Mechanical Products (no 40 CFR number).  The maximum daily
production rate  is  1,500,000 sq.  ft/day (13,000 units) and  0.336 MOD of process   •
wastewater' is, discharged, from; Outfall 001 to Raccoon Creek.  Treatment consists of
flow .equalization, lime addition, settling,  aerated bio ponds,  and  post  aeration.
Effluent,limitations  for chromium, lead,  aluminum,  copper,  and TTO  are based on EAT;
nickel, zinc, oil and grease, TS.S, and iron are BPJ; and  the remaining parameters are
limited by w^ter quality standards.  Upon completion of the  wastewater improvements, as
stated in  the schedule of compliance, quarterly 7-dav chronic toxicity tests wilJ he
required for one year, using egriodaphnia and fathead minnows.  Monthly acute toxicity
tests with Geriodaphnia (48-hr) and  fathparl minnows (96-hr) will also be required.
Acute tests need not be performed during those months that the chronic tests are being
conducted. _ If,  after one year, .the permittee has been in compliance with the chronic
toxicity limit of-1.04 TO (chronic),  the biomonitoring requirements may be reduced to
a,semi-annual basis.  Within one year of the effective date, quarterly GC/MS Scans ',
must be performed..
Effective Date:  March 30> 1988
Expiration Date.:  March 27 / 1993
                                                Final Permit
                           Abstract Date:  February 10, 1989
 "                             EFFLUENT LIMITS (FINAL)

OH0000965:  Whirlpool Corporation (Page 2 of 2)
       Pollutants
Outfall      Avg./Max. Limits and Units
                                                                          Monitoring
LIMITS BEGINNING TWENTY-
Flow
Dissolved Oxygen
BODS (March - Nov.)
(Dec. - Feb.)
COD
Residue. Total Nonfilter
Oil and Grease
Ammonia (March - Nov.)
(Dec. - Feb.)
Nitrite
Nitrate
Phosohorus
Chromium. Dissolved Hexa
Chromium (Tota..)
CoDoer "
Iron ' " '
Lead "
Nickel "
Zinc
Aluminum "
Phenanthrene (Total)
2-Nitrophenol
Bis (2-ethylhexvl)Phthala
Total Toxic Organ ics
Chronic Toxic itv
pH - -V ' ••- , •_,




nIVE MONTHS AFTER EFFECTIVE
001 : report
:5.0 mg/1 minimum
:6.6/10.2 ka/d
: 25. 4/38. 2 "
: monitor onlv
able : 37. 2/55. 8 kg/d
:— /12.7 "
si. 65/2.54
: 10. 30/15. 5 "
:0. 41/0. 62 " (0
: monitor onlv
' '-•' ; ** •••.-•
alent : 0.01/0. 02 kg/d
:0.17/6.4 "
:0. 024/0. 076 "
s— /1. 30 "
:0. 04/0. 51 "
:0.72/2.5 "
:0.39/1.2 "
: 16. 5/40. 3 "
:monitor onlv
• it
	 •
e • n
:— /2.1 kg/d
:— /1. 04 TUc
:6.5 - 9.0
....
DATE


(5.2/8.0 mg/1)
(20/30 " )


(~/10 roa/l)
(1.3/2.0 " )
(8.1/12.2 " )
.326/0.489 " )


(10/19 ug/1)
(130/5030 ." )
(19/60 " )
(— /1000 " )
(30/402 " )
(563/2000 " )
(305/951 " )









1/d 24-hr total
:l/w grab
: " 24<-hr como
< • — fl 11
•1/w "
•1/w "
; " ' grab
; " 24-hr cbmp
. n • • n :•
. . n n
; , n ; it
~«]_/jfl 	 n
. n • n
. l/w "
^ it • • it • =
.n n -
. it it
'.it n - -•
." "n ' -• ••••• ti'" •• - '
• -." n ••• — -it " - •-.
;l/m " 	 ''__
. n it
.11 n
:l/q "
;see narrative
:l/w grab

:
: .
* . :

-------
CH0003051:  Imperial Clevite, Inc.,, located on Route 424 in Napoleon,  Ohio,  produces
350,000 finished parts per day of automobile bushings and bushing assemblies (SIC
3714) in the Metal Finishing Category (40 CFR 433).   Manufacturing processes include
alkaline cleaning,  zinc phosphating, machining, painting, and physical assembly.  The
facility has a single discharge, Outfall 001, to the Maumee River consisting of
process and noncontact waters (18,000-55,000 gpd).   Wastewaters are treated by
oil/water  separation,  chemical coacrulation,  settling, and filtration.  TSS, oil and
grease, and total phosphorous effluent limitations are based on BPJ, pH on Ohio Water
Quality Standards,  and total lead, total zinc, and total toxic organics on BAT
effluent guidelines (40 CFR  433, Subpart A, Metal Finishing Subcategory) The permit
includes total toxic organic provisions to include:   (IV Total Toxic Organic
Management Plan specifying toxic organic chemicals  and disposal methods used,
submitted  by 90  days after 5-13-85.   (2)  Certification Statement of no toxic organics
released into wastewaters since filing of  the most recent monthly report form.   (3)
Quarterly  monitoring program until 5-13-86 consisting of at least two grab samples and
either an  8-hour or 24-hour composite sample for acid and base/neutral pollutants.
Identification and quantification of  any additional substances indicated to be present
in samples by peaks on reconstructed gas c-hromatograms (total ion plots) more than 10
times higher than adjacent  peak-to-peak "background noise."  After review of the
results, the Ohio  EPA  may modify the monitoring program or propose limits l:or specific
organic pollutants. Biomonitoring requirements are not included in the permit.
 Effective Date:  May 13,  1985
 Expiration Date:  May 10, 1990
                                                      Abstract Date:
    Final Permit
January 15, 1986
                               EFFLUENT LIMITS (FINAL)

OH0003051:  Imperial Clevite, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                                          Monitoring
•
•
Flow (nod} : 001
BOD-5 :
TSS :
Oil and Grease :
Total Lead :
Total Zinc :
TTO* s
Total Phosphorous 	 :_
pH 	 :

•
:monitor only
: 15/30 ma/1
: 20/30 "
: 10/20
: 0.081/0. 131 kg/d
:0. 28/0. 38 "
:0. 40/0. 40 , "

:6.5 - 9.0






215/345 ug/1
740/1000
1060/1060 "
3/6 mg/1


:
: continuous
: 1/w grab
,: " "
: " "
•
,: " ' "
• . 0 " . - . • , '
: 1/w grab
£ .• . "
* ,'.• - . -
: : • " ' - • :.•,-.,-•---•
• • , • ••:•': 	
• • " . ,*•'-•..••
: : - ' ' " •
•


9 • ' . -
• • •.,: - .
: : ' *.--.-: • - •
•
*Guideline-based limitation, not
•
an authorization to

:
discharge TiD at levels
causing water qualitv violations. A total toxic organic management
plan is required.

-------
QH0005142j  Magic Chef,  Inc., manufactures air conditioning and furnace equipment and
heat pumps (SIC 3449) in Columbus, Ohio*  'Production rates-"arevariable due to the
many different products  produced.  Plant activities place the facility in the Metal
Finishing  Category (40 CFR 433).   Outfall 601 is an internal waste stream consisting
of process rinse  water overflow from a second stage rinse tank (0.0073 mgd,  avg.),
discharged to  001.  In addition to the process rinse water, Outfall 001 consists of
noncontact cooling and roof  drainage waters (0.056 mgd).  Outfall 002 consists of only
cooling and roof  drainage waters (0.017 mgd).  The outfalls- are not treated prior to
discharge  to the Olentanqy River via a city storm sewer.  Chromium, zinc, lead, TTO,
copper and silver  limits are based on BAT effluent guidelines; pH limits are based on
Ohio water quality standards; oil and grease limits for- Outfall 601 are a BPJ  "
determination  of BCT, TSS is based' on effluent guidelines for Outfalls 001~and 002 are
BPJ using  the previous permit.  A Total Toxic Organic Management Plan is to be -  -
submitted  by 10/12/85 and a TTO certification is required as a permit  condition.
Monitoring for TTO is also required and includes two grab samples for volatile
pollutants and either an 8-hour or a 24-hour composite sample for acid, base/neutral,
and pesticide pollutants.  Samples will be analyzed by GC-MS in accordance with EPA
methods 624, 625.  Biomonitoring and a BMP plan are not required; however the permit
includes a schedule of compliance for the installation of a flow measuring device at
Outfall 601 by 2/12/86.   The flow may be  estimated until this date.
Effective Date:
Eviration Date:
July 12, 1985
July 9, 1990
                                   Final Permit
                    Abstract Date:  May 2, 1986
                               EFFLUENT LIMITS (FINAL)
OH0005142:  Magic Chef, Inc.
       Pollutants
        Outfall
Avg./Max. Limits and Units
                                                                         Monitoring

Flow
Oil and Grease
TSS
Zinc, Total
Iron^ "
Chromium, "
lead, «
Phosphorous, "
TTO*
Copper
Silver
PH
Flow
Oil and Grease
Iron Total
Phosphorous, "
pH
Flow
Oil and Grease
PH



: • •• •
601 :moriitor only
: 1.06/2. 13 kg/d
, :1. 27/2.45 "
: 0.06/0. 11
tmonitor only
:0. 07/0. 11 kg/d
:0. 02/0. 03 "
:monitor only
1 . •
: 0.08/0. 14 kg/d
:0. 01/0. 02 "
:6. 5-9.0
001 :monitor only
: 10/20 mg/1
: 1300/2000 ug/1
:monitor only
:6.5-9.0
002 :monitor only
: 10/20 itcr/l
:6. 5-9.0
: .
:
• - - ,


26/52
31/60
1480/2610

1710/2770
430/690

— /2130
2070/3380
240/430














mg/1
It
ug/1

ug/1
II

ug/1
ii
"












•
:l/2w 24hr totl
: " grab
: " comp
. ii - ii ° ^
: " "
:l/m "
'••• . '• - «-• -•«'•.' : '.-..,. ,•-
:l/2w "
:cpiarterly
:l/m comp
. n - -n, •.'-
:l/2w grab
:l/m estimate
: " grab
: " comp

: " grab .
:l/m estimate
: " grab
.11 n
• . ' . • . -
;
'• 4 --•--•- .:

-------
OH0006327:  DuPont de Nemours and Company, Inc. is located in Circleville,  OMo, and
is engaged in film production by polymerization (SIC 2821).   Products include
polyester film, polymide film, Kapton Film, Teflon Film, Mylar Film, and SP resins.
The facility is in the Organic Chemicals and Plastics and Synthetics Category (40 CFR
414, Subpart B).  Outfall 001 discharges to the Scioto River at a rate of 3.5 mgd and
consists of untreated surface runoff, cooling water, and discharge of combined
wastewater from internal Outfalls 601 and 602.  Outfall 601 consists of sanitary
wastewater (0.03 mgd) and Outfall 602 consists of sanitary and process wastewater
(2.85 mgd).  Treatment at both discharges consists of extended aeration.  Effluent
limits  for Outfalls  601 and 602  are based,on the following:  BOD, TSS and 1,1-
dichloroethylene - BPJ; Chromium and bis  (2-ethylhexyl) phthalate - BAT effluent
guidelines.  Under a BMP Plan, the facility is required to perform a Toxic Volatile
Organic Survey with  special attention given to 1,1-dichlorpethylene.  There is  no
biononitoring acquirement included in the permit.                             :
Effective Date:  August 30, 1984
Expiration Date:  August  27, 1989
Abstract Date:
     Final Permit
February 21, 1985
                               , EFFLUENT LIMITS  (FINAL)

 OH0006327:   DuPont de Nemours and Company, Inc.
Pollutants
i
FlOW !
BOD-5 :
TSS :
Color i
Odor
Outfall Avg./Max. Limits and Units
• : -..'.;"...
t 601 :report ,
: : 30/45 mq/1 , 	
: :30/45 " ,
: :report
. .11
Monitoring
:l/d 24 hr total
:l/m 24 hr comp

, : 1/d observation
. II : II

Flow
BOD-5
TSS
Chromium
1 , 1-Dichloroethylene
Bis r2-ethvlhexvi) plrfcha
Fecal CoULform
Total Oxygen Demand
Flow
TSS
BOD-5
Fecal Coliform
: 602 : "
: : 183/259 kg/d 17/24 ntg/1
: : 323/453 " 30/42
: :0.65*/1.19
: :0.81*/1.35
late : 0.54*71.08
: :report
: : "
: : "
: : "

. ."
: .". continuous
:2/w 24 hr comp

:l/m "
:l/q_ grab
•
: 1/w "
:2/w "
:l/d continuous
: 2/w 24 hr comp
: " '•"'
:l/w grab
£« :602&001 :6.0 - 9.0 sl/d
: : - . ; ' - . • :
• • . .»'.•"
: : :

• • :
*Average of values for 4
consecutive monitoring days.


-------
OH0009261:  The Dayton  Power and Light Company's O.H. Hutchings Electric Generating
Station  (SIC 4911) in Miamisburg, is in the Steam Electric Power  Category (40 CFR 423)
and is located on the Ggeji. Miajni Rjvgr..  Outfall 001  is the cooling water outlet
(61.5  MGD)  and  receives  chlorination as needed for slime control;  Outfall 002 is the
ashpond drain  (2.545 MGD)  and includes,floor drainage,  softener blowdown, coal pile ,
runoff and cooling water;  Outfall 003 is for the parking, lot and storm drainage and
is not regulated; Outf all 004 is for sanitary^ waste treated by extended aeration
activated sludge package plant  (0.0035  MGD); and Internal Outfall 621 is the   ,
monitoring point  for boiler tube chemical cleaning, which is discharged batchwise to
the ashpond.  Treatment for the ashpond wastewater consists of skimming, oil removal.
sedimentation  and pressure filtration.  Effluent limitations are based on BAT effluent
.guidelines for Outfalls 001, 002, and 621, BPJ for BOD5, TSS, and Total Residual  ;
Chlorine at Outfall 004; and water quality standards for fecal coliform and pH at
Outfall 004.  A schedule of compliance is included in the permit and stipulates .that
the thermal loading limit at Outfall 001 must be met by July 1, 1988.
Effective Date:  September 10, 1985
Expiration Date:  September 7, 1990
                           Abstract Date:
                                   Final Permit
                              February 13, 1989
                               EFFLUENT LIMITS (FINAL)

OH0009261:  Dayton Power & Light - O.K. Hutchings Station
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
Flow
Temperature
Total Residual Chlorine
Thermal
Flow
BODS
TSS
Total Residual Chlorine
Fecal Coliform
Color , Odor . Turbid itv
DH
Flow
TSS
Oil and Grease - ' • •
r>H "••-
Flow
Iron (Total)
Coooer "
PH

Monitor temperature of t:







001 :monitor only
:
:0.2 ira/1 (maximum) *
: 359/2279 x 3 r& BTU/hr **
004 :monitor onlv
: 30/45 mg/1
: 30/45 "
:2.0/3.0 " (May 1 - Oct
:1000/2000 #/100 ml (May 1 -
: monitor only
:6.0 - 9.0
002 :monitor only ;
•30/100 mg/1 " *
: 15/20 , "
:6.0 - 9.0
621 :monit6r onlv ,
: 1000/1000 ug/1
: 1000/1000
:'mohitor only
' i "' ' 	 '•' -.'•.-'•" '-.-'•
e intake: 'v;
"•-"-""
1/d 24-hr estimate
:l/d continuous
: " grab
: " calculated
1/d 24-hr estimate
:l/m grab
.it it
. 31 onlv) :l/d "
Oct. 31) :l/m "
: "L/d observe
" '' ' 	 ;l/m grab
'"'••' '' i/d 24-hr total
:l/w grab
• • ' -•••••• m n n
. •> n
each discharge estimate
each discharge grab
' each discharge " ;
each discharge "
•
:l/d continuous
•
: ' . ' •" ..•..".
, .- .-.....,.,. ...... ...,, ... ,,. .. . ...
, 9 • >•
v • •
• .
: • ' ' ' - '- '- - -.
. ' •' - ... ,
• ' v " ..-.'..
*Not to be discharged more than 2 hours per dav.
**Limitation becomes effective July 1. 1988.
' .' '•-•"•• -• . • • •"'• .:" •• ''
•



-------
OK0000191:  Seouovah Fuels Corporation operates the Sequoyah Uranium Hexafluoride '
Pacilityf in Gore, with activities consisting of uranium refining  from ore
concentrates and conversion to uranium hexafluoride (SIC 2819).  The facility is in
the Inorganic Chemicals Category  (40 CFR 415) and discharges to the Illinois River
through five outfalls.  Outfall 001 consists of 2.17 mgd of treated process and
sanitary  (monitored at internal outfall Q1A)  wastewater and cooling water, and
Outfalls  004, 005, 007, and 008 discharge untreated stormwater runoff.  Pollution
abatement procedures include lime neutralization, settling, stabilization, and
centrifugation.  Effluent limitations are based on a BPJ determination of
technologically-transferred BAT/BCT effluent guidelines from the Fertilizer
Manufacturing Category  (40 CFR 418) and State wjifcgr. quality standards.  Limits for
sanitary wastewater were derived  from secondary treatment  standards.  The permit will
be reopened, if the biomonitoring data shows  actual  or potential ambient toxicity to
the receiving stream due  to the discharge.             :
Effective Date:  November 15, 1988
Expiration Date:  November 14, 1993
Abstract Date:
Final Permit
June 7, 1989
                               EFFLUENT LIMITS • (FJNAL)

OK0000191:  Sequoyah Fuels Corporation

                                       Avd»/Max.*Limits and Units
                Monitoring

Flow : 001
TSS :
Fluoride s
Nitrate i
Airmen ia :
Total Radium 226 :
pH :
Flow : 01A
TSS *
BODS :
Flow 004.005,007,
Anmonia :
Nitrate :
Fluoride :
Total .Radium 226 :
t>H :

•
•
*Daily averaae/daily maximum.
**By proportional sampler.
. . - . , ........ -
:monitor onl'v
: 543/1086 Ib/d
s30/75 "
s75/300 «
:monitor only
:— /30 pCi/1
:6.0 - 9.0
:monitor onlv
i30/45 ma/1
:30/45 " :
008:monitor onlv

. **
. .** . ~ - .•'..•.'
:— /30.0 pCi/1
:6.0 - 9.0
, -
, r . . ' -
. - . • ...........
' - ..- • . . - '.
- -. - ' '

continuous
3/w 24-hr como
n n • i -

1/W
n n
3/d "
1/d estimate >
1/w arab

1/d estimate
" **,.--
n itif
u **
n **
n **



.'.,-. •• ,• . . .


-------
OK0001031J  Conoco Chemical Company, in Oklahoma City, Oklahoma, produces polyvinyl
chloride resin by the suspension polymerization of vinyl chloride  (SIC 2821) in the
Organic Chemicals and Plastics and Synthetics Category  (40 CER 414).  She facility has
a single discharge from Outfall  001, which consists of stormwater runoff, noncontact
cooling water,  steam boiler condensate, and process water associated with firewater,
tests.  Discharge from Outfall 001 is intermittent with a reported  maximum flow rate
of  0.224 mgd  (minimum of 0.003 mgd), to an unnamed tributary of Ccucho Creek.
Treatment  of  the process  wastewater is in stabilization/neutralization ponds.  There
is  no reported discharge  from the  ponds.  Since the makeup of discharge from 001 is
primarily  stormwater, effluent limitations are  for nontoxic pollutants only, but
biomonitoring utilizing a static method on 100% effluent is required;once per quarter
for a two  year period.  Organisms  shall be Daphnia sp. or Mysidopsis sp.   Oil and
grease limits are based on regional guidance f or uncontaminated stormwater runoff and
BCD limits are based on water guality standards.  Limitations on COD are based on
negotiations between the  company and EPA, and reflect leveia,-qf past performance at
the facility.   There is no BMP Plan included in the permit.
Effective Date:
Expiration Date:
                 September 3, 1984
                  September 2, 1989
Abstract Date:
Final Permit
May 24, 1985
                               EFFLUENT LIMITS (FINAL)

OK0001031:  Conoco Chemical Company

       Pollutants         Outfall      Avg./Max.  Limits and Units
                                                                         Monitoring
Flow
                           001
                                  report
              1/d*  estimate
BOD
                                  10/25   mg/1
                                                                        I/m   grab
COD
                                  75/150
                                                                        1/d*
Total Dissolved Solids
                                  report
              1/m
Total Purgeable Halocarbons
                                                                        2/m 24 hr comp
Oil and Grease
                                  10/15   mg/1
               /d*  grab
                                  6.0 - 9.0
                                                                         »*
*When flowing.

-------
OK0001643:  Fansteel Metals,- located in Muskogee, Oklahoma, is a facility which
refines tantalum and columbium ores to produce these metals,  their alloys and oxides
(SIC 3339).   The facility is in the Nonferrous Metals Category (40  CFR 421, Subpart
K), and three outfalls discharge from the facility to the Arkansas  River.  Process
wastewater treated by ammonia stripping, chemical precipitation with lime,
neutralization, and sedimentation, is discharged from Outfall 001 at a rate of 0.076
mgd.  Outfalls 002 and 003 consist of untreated stormwater runoff which flows
intermittently.  Because some contamination of this stormwater exists, effluent
limitations are imposed at Outfalls 002 and 003 and these limits are based on BPJ
reflected in an Oklahoma Water Resource Board  (OWRB) permit.   Effluent limitations at
Outfall 001 for lead, zinc, pH, and ammonia are based on EFT/BAT effluent guidelines.
TSS and fluoride limits are previous permit limits following  antibacksliding
provisions.   COD limits were derived from data from the OWRB  and sulfate limits are
from a OWRB permit.  Limits on columbium and tantalum are based on BPJ.  Upon
examination of application data, six metals and four organics were reported, so 24 Hr
static biomonitoring using 100% effluent is required at Outfall 001 once pea: quarter
for a period of two years.  A BMP Plan is not included in the permit.
Effective Date:  October 30, 1984
Expiration Date:  October 29, 1989
                              Abstract Dates:
                                  Final Permit
                                 April 5, 1985
                               EFFLUENT LIMITS (FINAL)
OK0001643:  Fansteel Metals
       Pollutants
Outfall
Avg./Max. Limits and Units .
Monitoring
Flow
Lead
Zinc
Ammonia (as N)
Fluoride
TSS
COD
Sulfate
Tantalum
Columbium
pH
Flow
Fluoride
CCO
Nitrate (as N)
PH



001 :report .
:0. 14/0. 31
: 0.46/1. 13
: 64. 3/146. 3
: 11/23
: 16/32
: 22. 3/51. 4
..;•••• :coritinuous
ka/d (0.49/1.08 mcr/l*V:3/w-24 hr cornp
" (-1,60/3*92
(223/508
(38.2/79.8
(55.5/111.1
(77.4/178.4
: 5000/8000
: --/l.O
: —/l.O
:7.5 - 10.0
002,003 :report
•fr^. i »
*J: ' " . .
*)-. '


j ' "
: . '-.••-•• -- ..." -r.
: "... "
zcontinuous
: 1/d** estimate
:20/40 mq/1* : " ** grab
: 100/200
: 10/20
:6.0 - 9.0
: ".',**.. , " , .
• ,:".** "
...»**
: : . .. .
: - . • :
: . • , - •:
*Equivalent concentrations based on 0 . 076 mg
**When discharging. Samples shall be taken c
pd flow, but not included in the permit.
uring first two hours of discharge.

-------
CK0002429:  The Public Service Company of Oklahoma operates the: River side Pother
Station (SIC 4911) in Jenks.  .This facility is in the Steam Electric Power Generation
Category  (40 CFR  423) and discharges cooling tower blowdown (Outfall 001),
equalization basin effluents (Outfall 002),  and sanitary wastewater  (internal outfall
02A) to the Arkansas River..  Wastewater treatment consists of chlorination.  -• ..     . .
dechlorination. sedimentation, pressure filtration,  gravity oil separation.    ..'...
neutralization, grinding, and activated sludge.  Effluent limitations., are based on the
effluent guidelines for BAT and secondary treatment  standards for sanitary wastes.  '
Effective Date:  March 8, 1986
Expiration Date:;  September 30, 1990
             r   Final Permit
Abstract Date:  June 7, 1989
                               EFFLUENT LIMITS (FINAL)

OK0002429:  Public Service Company of Oklahoma

       Pollutants         Outfall

Flow 	
•Temperature
Total Residual Chlorine _,
pH
Flow
TSS
Oil and Grease
DH • •; -•
Flow
BOD5


PCBs

001



002


:monitor only • ' 	
:92/95 F ' ' -•--••• -
:— /0.29 lb/d ' f~/0.14 ' "ma/l
: 6.0 - 9.0 • --..-•-.. ,.-
monitor onlv 	
:30/100 ma/1 '
:15/20 "• " " •: 	 "- • 	 "
*" :continuous
: '•" n . .,••'..
iy - il/w 'brah
	 	 . n -• ••«••-••
"' :l/d totalized
:l/w arab
' "" " ; : n- - n • ••
:6.0 - 9.0 	 •-•;•". n- -•-•-•- n. • ,
02A


:monitor onlv . .
:2.3/3.4 lb/d (30/45 ma/n
. - . - ... • ,i.
;l/d totalized
;l/w grab


All

There shall be no discharge of
126 oriontv oollutants.
:No discharae ' '
- . • - • . . .... ..........
coolina tower majjitenance chemicals

. - '
.
which contain the

• • ' ' /' " ' " • " ""

' • • • - - - - :• • • - 	 - •"- 	 -•-•- ••• • :- 	 -- -. - '••" • - - - - -~~ - •
- - . • - 9 > _ , : : .* . -. t-, ,,...» f, » . . , ..., ----_- ' ^ , •'. - . . .. ... , ,
*Dailv averaae/dailv maximum. '. ; ,-...-.,...,, „.

-------
OK0034321:  Fort Howard Paper Company,, located in Muskogee, Oklahoma,  is in the
Pulp, Paper and Paper Board Category (40 CFR 430, Subpart Q).  The  facility is engaged
in the manufacture of paper products such as paper towels; napkins, and toilet tissue
(SIC 2621) from pulp which is either purchased or produced on site  and production is
reported as 683.4 tons per day.   There are four discharges from  the facility:  Outfall
001 discharges 5.66 mgd process wastewater treated by sedimentation, extended
aeration/ and activated sludge treatment; Outfalls 002, 003, and 004 are specifically
designated as uncontaminated stormwater runoff and there is no treatment at these
three outfalls.  Outfall 001 and Outfall 004 discharge to the Arkansas River  and
Outfall 002 and Outfall 003 discharge to Goody Creek.   Effluent  limits at Outfall 001
are based on BAT=BPT effluent guidelines for the Deink Subcategory  except the maximum
BDD limit which is the previous permit lijnit following antibacksliding provisions.
PCB's are limited in the permit by HPJ which reflects BAT level of treatment for the
facility.  Under section 7(a)(l)  of  the Endangered Species Act,  the facility  must
develop a monitoring program at Outfall 001 which includes whole fish  tissue  sampling
to determine the impact of the discharge of PCB's on the Bald Eagle food base.   After
approval of this monitoring program, quarterly monitoring must continue for a period
of two years.  Effluent limitations at Outfall 004 are based on Region VI guidance  for
stormwater runoff.  A BMP Plan and biomonitoring requirements are not included in the
permit.
Effective Date:  October 30, 1984
Expiration Date:  October 29, 1989
Abstract Date:
 Final Permit
April 8, 1985
                               EFFLUENT LIMITS  (FINAL)

OK0034321:  Fort Kfcward Paper Company

       Pollutants          Outfall      Aver./Max. Limits and IMits
                 Monitoring

Flow
BOD-5
TSS
Polychlorinated Biphenyls
vK
Flow
Flow
TOC
Oil and Grease
EH









001

-


002,003
004












report
5834/10600 kg/d
8036/14924
~/3.4 ug/1
6.0 - 9.0
report
H
— /55 mcr/1
~/15
6.0 - 9.0








; . • , . • i . . .
:continuous •-<
(272/494 ma/l*U3/w 24 hr. comp
1 374/695 " n» "
:2/m
, :contJjiuous
, : , :l/d** estimate
.- " it* «
... :,.,: " ** grab
. » ** ",'..:.
.« **
: • - .
• -
• -- «
•
• • ' -
• •-..:.- : .-..,-
• '!
• :
•. I . •
:,..'. •'••••
•
  *Equivalent concentrations based on 5.66 mqd, but not included in the
 **1Mhen discharging	.	.	•  .-.••...   •-.;'

-------
OR0000060:  Reynolds Metals Company, produces primary aluminum, aluminum alloys, and
electrodes (SIC 3334, 3624),  at their plant in Troutdale.   The facility is  in the
Nonferrous Metals Manufacturing Category (40 CFR 421) and discharges 3.875  MGD of
wastewater to the Columbia River via Outfall 001.   This wastewater originates from
rectifier and transformer  cooling, metal casting, air conditioning, compressor
cooling, anode plant, boiler  blowdown, fume control treatment, sewage treatment, and
the company lake.  Pollution abatement procedures involve calcium chloride addition.
primary screening, b iolog ical f il tr at ion, chlorination.  sludge digestion,". sludge
drying, and sedimentation.   The mixing zone extends to a  radius of 164 feet from the
point of discharge.  Effluent limitations are based on the effluent guidelines.
Annual 96-hr static acute  toxicity tests must be performed in a manner approved by the
State.  The permittee is required to have an adequate contingency plan for  spill
prevention and  handling.
Effective Date:  March 31, 1986
Expiration Date:  March 31, 1991
Abstract Date:
Final Permit
May 18, 1989
                   .       •'..  EFFLUENT LIMITS (FINAL).

OR0000060:  Reynolds Metals Company

                                       Avg./Max. Limits and Units
                Monitoring

Flow
TSS
Benzo (a) pyrene
Antimony (net)
Nickel (net)
Cyanide
Oil and Grease
pH .,.- :. •'-.'",•::. ••-••
MAY 1 - SEPT. 30
Fluor ide (net)
Aluminum (net)
OCT. 1 - APRIL 30
Fluoride (net)
Aluminum (net)
SEWAGE TREATMENT PLANT El
Flow
TSS
BODS
Fecal Coliform
pH , .....-.,
Chlorine Residual

.


. •
•'
• • ,, . ''''''--. ','1 '..: : ;„,,. /, . .. ".-
001 : monitor onlv
: 1134/2268 lb/d'
:0.025/0;054 " :, .
: .:!. 38/3.10 "
': 0.59/0. 88 " , ,
, •-:!-. 0/2.0 "
: Not to exceed 10 mg/1
:6.0 - 9.0 i.
..'.-•
: 102. 23/487. 91 lb/d
: 10 .43/100 . 51 "
..-
; 197. 39/487. 91 lb/d
:20. 20/100. 51 "
TLUENT PRIOR TO MIXING WITH OTHER WASTE
:monitor only
:25/50 lb/d (30/45 mg/1)
: 25/50 " (30/45 " )
:200/— #/100 ml
:6.0 - 9.0
: monitor onlv
• -
.... . . -
: -..,',' . • . " • ' . • •
• • • • - s - • • -• •
...;.;,. . . -.. , •- .; .-.••.,.
:•':.-. . ' . .. "..-•- ' -
••..-.
:l/d metered
:3/w grab
:l/w . . "
. n n
. n n
..' :3/w -,.:-."
. n n
. n n
. . . a . •• J- :
- ' • '
: 3/w grab

. • :. .
:3/w grab
:l/w -•"-'•.
STREAMS
:1A> metered
:l/m grab
: " "

:l/d
_ - II - fl

: - -'..•
''.,":.-:'•
•
: .. • ' . .
.--..•:• •--•'• ' •

-------
OR0000141:  The Tillamook County Creamery Association, in Tillamook> operates a dairy
products and processing facility where raw milk is used to produce Grade A rnilk,
cream, cheese, dried whey,  ice cream,  ice cream mix,  and butter  (SIC 2024).  This  ,
facility is in the Dairy Products Processing Category (40 CFR 405).  The  wastewater
treatment plant receives milk wastes, whey cooling tower blowdown, and sanitary sewage
from the plant, as well as from a small hotel nearby and the TCAA retail outlet.  The
treatment plant is comprised  of  a surge/equalization tank, an activated sludge system,
and a secondary clarifier.  Polished effluent is chlorinated before being discharged
to the Wilson River via Outfall 001.  Cooling water from the ammonia refrigeration ,
system is discharged from Outfall 002 to Boguist Slough.  Waste sludge is stored in
tanks, which act as aerobic digestors. and then hauled  in trucks to be land applied. ,
Effluent limitations are  based on effluent guidelines and plant production data.
Effective Date:  July 21, 1988
Expiration Date:  June 30, 1993
Abstract Date:
    Final Permit
January 18, 1989
                               EFFLUENT LIMITS (FINAL)

OR0000141:  Tillamook County Creamery Association

       Pollutants         Outfall      Avg./Max.  Limits and Units
                    Monitoring
(Treated process and san
Flow
BODS (effluent)
(influent)
TSS (effluent)
(influent)
Chlorine Residual
Quantity Chlorine Used
Fecal Coliform
pH (effluent)-
(influent)
(Whey Coolina Tower Blowc
Flow
Temperature
pH
Flow
Temperature
pH
•

itary wastes)
001 :0.2 MGD
: 88/219 Ib/d
: monitor onlv
: 131/341 "
:monitor only
: Not or eater than 1.0 ma/1
: monitor only
: 200/400 f/100 ml **
:6.0 - 9.0
:monitor only
Sown)
:0.01 MGD
:90 F
:6.0 - 9.0
002 :0.025 MGD
:90 F
:6.0 - 9.0

:l/d readina
• :2/w comp
. n n
. n n
• '
.it n
•
:3/d arab
:l/d readina
:2/w arab
:l/d
• .". n " n

:l/d estimate
:l/w arab
. n n
:l/w estimate
: " arab
.••'.. n n
*
: :
• •
• - •
Mixing Zone; Outfall 001 - that portion of the Wilson River not to extend beyond
	one-half the width. 100 feet upstream and 200 feet
	,	downstream from the point of discharge.        	'
	Outfall 002 - that portion of Boguist: Slough within a 50 foot radius
	from the point of discharge.	            •	
**Dailv Average/Weeklv Average

-------
OR0000221:  The International Paper Company, operatesa kraft pulp and paper mill  (SIC
2611,  2621) in Gardiner, placing this facility in the Pulp, Paper, and Paperboard
Category  (40 CFR 430).  Outfall 001 discharges  pulp, and paper mill wastewater, and
Outfall 002 discharges cooling water.  Both outfalls empty into the Pacific Ocean.
The permittee  is  in the  process of upgrading its wastewater treatment facilities.
Effluent limitations are based on those in the previous permit, until the BCT effluent
guidelines are finalized, at which point,  the permit will be reopened and the
applicable limits  incorporated.  Semi-annual 96-h£ static acute toxicity tests must be
conducted on the effluent from Outfall 001.  A mixing zone has  its origin at at the
upcurrent edge of the plume and consists of an isosceles triangle, with its axis
parallel to the current, a  height  of 1500  feet and  an included  angle  of 55 degrees.
An adequate spill prevention and handling plan must be in force at all times.
Effective Date:  March 28, 1985
Expiration Date:  November 30, 1989
                Final Permit
Abstract Date:  May 18, 1989
 ,"•"-•'•'•         .         EFFLUENT LIMITS (FINAL)
  '• : •       ._-.£*        f           r-    ^    .          .
OR0000221:  International Paper Company


       Pollutants         Outfall

Flow
Color
Temperature
BODS
TSS
DH
Flow
Temperature
DH
PRODUCTION
Pulo (kraft & waste
reported separately)
Paper
TSS







: ..-.....-.
001 tmonitor only
: "
n
: 5500/11. 100 Ib/d • -' .
: 11. 700/23. 400 "
:6.0 - 9.0
002 :As low as practicable
:monitor only :
:6.0 - 9.0 •
• < ' ' .
:Averaae air-dry tons/dav
" ' ' -'"'*"
;Averaae off-the-machine production
:in air-drv tons/day
o • . '
0 '
0 • p -
0 ' . ". . • ' ' ^ ' .
s •.-••-. . .
• ' - .
• " . . ' - -
* ' ' ' ' -
• : 1/d con t inuous
;3/w 24-hr eomp
; 7/w grab
: " 24— hr conro
. n n
: " arab
;1/W continuous
;7/w grab
. n n
• ;
• • :
•
•
' •
• !_ -
•
•

•
•
•

-------
QR0000515:  The Weyerhaeuser Company mill in Springfield is in the-B^Bi. Paper^. and
Paperboard Category  (40 CFR 430) and the Timber Products Category  (40 CFR 429).  The
following products are produced:  (SIC 2611) - kraft pulp and paperboard, Unbleached
Kraft Subcategorv, (430.10); (SIC 2436) - Plywood  Subcateaorv (429.30);  (SIC 2492) -
Particleboard  Subcateaorv (429.13);  (SIC  2421)  - Sawmill Subcategory  (429.11).
Outfall 001 is for process wastes  (15 mgd) treated in aerated  stabilization basins,
and Outfall 002  is for non-contact cooling water (15 to  25  mgd). Both outfalls
discharge to a water quality limited portion of the McKenzie River.  There have been
no reported adverse  effects on  water quality or aquatic organisms  outside the mixing
zone in the receiving stream.   Sanitary wastes are discharged  to the POTW.  The basis
for limitations  is a BPJ determination of the treatment system capabilities, and water
quality standards for the  Willamette Basin.  Three mixing zones have  been established:
(1) Outfall 001 - for parameters other than temperature  and turbidity, 100 feet wide
along south bank by 5 feet upsteam by 1500 feet downstream from outfall; (2) Outfall
001 - for temperature and turbidity, 100  feet wide along south bank by 5 feet upstream
by 4000 feet downstream from  outfall - temperature increase shall  not  exceed 2 degrees
Fahrenheit, except within 300 feet of outfall;  (3) Outfall  002  - mixing  zone shall not
extend beyond  the secondary river  channel receiving the  discharge  plus one-half the
width of  the main river channel from the point of confluence to the Hayden Bridge
(distance unspecified).   The permit also  requires (1)  a twice yearly  9Jbhr_ static
toxicitv  test  on 001, (2)  a BMP Plan and employee training  program for spills  and
unplanned discharges,  (3)  a program to reduce fresh water consumption through recycle,
(4) an environmental supervisor be designated,  (5) the log pond cannot be drained
without approval,  and (6)  a special BCT/BAT  effluent guidelines reopener. clause  is
included.
 Effective Date:   September 29, 1986
 Expiration Date:   September 30, 1991
                                              Abstract Date:
                             Final  Permit
                         January 19,  1989
                                EFFLUENT LIMITS (FINAL)
 OR0000515:   Weyerhaeuser Company

        Pollutants         Outfall
                               Avg./Max.  Limits* and Units
                             Monitoring
      1 - Oct. 31
                   001
    BOD5
                                   30007—450
                                            Ib/d
                          73/V 24-hr comp
                                  f—710. 000/20. OOP
      1 - Mav 31
    BODS,
                         .—/4000/6000
                                                     Ib/d
                                     •711,960/28,,
      dredging solids from aeration basin of when basin temp. < 70 F
    BOD5
                         :550Q/—710.000
                                                    Ib/d
 Eli
                         ;monitor only_
                                                                        ;l/d continuous
 2HL
                                  :6.0 - 9.0
                                  imonitor only
                                                               ;3/w   grab
 Turbidit
 El!
                            002
                            •/15/25
MGD
                                                                        ;l/d continuous
                                     •7100/115  F   (record intake also)  :3/w   grab
                 **
                          :39,OOP BTU/sec when 0 < 2500 cfs
                                                                             calculate
                                       - 9.
                                                               jl7d continuous
            ft
            ;ting period  ;Ayg air-dry tpd for pulp & avg machine-drv tpd
                                   ifor paper
  *PHER KB
OUIREMENTS: (1) Dredge basins only during high stream flow; (2) slimicides $.
               trichlorophenol & pentachlorophenol are> prohibited at^pulp &.
           uMlt  (3) nutrient addition bv flow-regulated device rpyrmmended;  (4) no.
	 fliscnarge yj, g,|.ue wctsL^wciu^, 	 _ 	 	 	 	

.y avg/montniv avg/dau

                      alete mixing were to occur.

-------
GK0000566f  The Smurfit Newsprint:Corporation,  in Oregon City>  is a pulp and paper
mill  (SIC 2611, 2621) in the Pulp. Paper, and Paperboard Category  (40 CFR  430).
Approximately 12.0 MOD of treated process wastewater and stormwater runoff (Outfall
001) and an intermittent volume of filter plant backwash (Outfall 002)  is discharged
to the Williamette River.  Wastewater treatment consists of primary clarification.
aerated lagoons, activated sludge/secondary clarification,  belt filtration,  vacuum
filtration, and incineration.   Effluent  limitations  are based on State  water  quality
standards.  The mixing zone for each outfall extends to a 50 ft. radius from  the
points of discharge.   Semi-annual 96-hr  static acute toxicity tests and monthly
chronic toxicity tests are to be performed on the effluent from Outfall 001.   During
1989, the chronic tests only need to be  conducted  from June through October,  using two
test species. After  State  review of the results, the chronic tests may be  run with
the most appropriate species on a monthly basis from July through September.   The
chronic tests must use treatments of 100%, 3%, and  0.3% of the  final effluent and one
control.  A spill prevention and handling plan must be in force at all times.
Effective Date:  May 27, 1988
Expiration Date:  April 30, 1993
Abstract bate:
Final Permit
May 18, 1989
                               EFFLUENT LIMITS (FINAL)

OR0000566:  Smurfit Newsprint Corp.

       Pollutants         Outfall      Avg./Max.  Limits and Units
                Monitoring

Flow
Color
pH
JUNE 1 - OCT. 31
BOD5 * --
TSS
NOV. i - May 31
BOD5
TSS
YEAR ROUND
TSS
Flow
TSS
DH ... - ' .,
SLUDGE MONITORING
Deoth of Bottom Sludae
Aeration Basin
PRODUCTION
Pulo
Paper


•
.• • • • ' -• - ••:
- - :
» • • "
001 :monitor only
"
:5.0 - 9.0
• - . • • '
: 8000/9600 Ib/d
: 13. 531/25. 173 "
• - . .
: 9425/15. 000 Ib/d
: 13. 531/25. 173 "
: -
: 16. 46 5/31. 573 Ib/d
002 :monitor only
: 16. 465/31 .573 Ib/d
:5.0 - 9.0
• ' .
in :monitor only
............. .- . .•'....
: ...... ..... ......
:Averaae air-dryed tons/day
:Averaae machine-dryed tons/day
: • -• '.-.,•
•••' ' : .••••,.;.
• .
: • .
: ; . ' .,.....,.-,
! • ' -
:1^3 continuous
:3/w arab
. n n '
.
: 3/w 24-hr comp,
. " "
• . '
:3/w 24-hr comp
. n n
. "
:3/w 24— hr comp
:l/d estimate
:l/w 24-hr comp
:l/m arab
-•. . - •-
:2/y measure
..-.•-•
• ' "- ' ..;.,•
.-«..,
.- •
. , • . . - . •
• • _ . ,
•••-•-•;-
t '• . - '
-. • - . ,

-------
OR0001074:  Pope and Talbot Pulp. Inc..  owns a bleach kraft pulp and paper mill (SIC
2611, 2621) near Halsey and plans to increase their production  from 460 to about 600
tons/day over the life of the permit.  The facility,  which discharges approximately 18
mgd to the Williamette River, is in the Pulp. Paper, and Paperboard Category (40 CFR
430).  The discharge consists of process wastewater, noncontact cooling water,  filter
backwash, and sanitary wastes.  Treatment is accomplished by primary clarification*
two aerated lagoons, an activated sludge package plant, and chlorination.   Effluent
limitations are based on the water quality management plan policy for the Williamette
River.  During the first year,  two acute  toxicity  tests are required.  One acute
and one chronic toxicity test per year are required for the remaining years.  A
biological assessment of the Williamette  River above and below the discharge is
required to determine the impact of the effluent on the aquatic community.  The
permittee must also evaluate methods, other than oxidation with chlorine compounds, to
reduce the effluent color.  An adequate spill prevention and handling plan must be in
force at all times.  The mixing zone extends 300 feet downstream from the diffuser and
beyond each end of the dif fuser by 30 feet.
Effective Date:  December 28, 1987
Expiration Date:  December 31, 1992
                               Abstract Dates
                                        Final Permit
                                        May 19,,1989
                               EFFLUENT LIMITS (FINAL)

OR0001074:  Pope and Talbot Pulp, Inc.

       Pollutants         Outfall      Ava./Max. Limits and Units
                                              Monitoring
Plow
001
:monitor only
;1/d continuous
Color
                                            ;3/w  24-hr comp
BOD5
      !2500/3700  lb/d  (June 1- Oct.  31)
                                  ;4000/5000
                        (Nov.  1 - Mav 31)
TSS
      ;7000/10.500 "
                                  ;6.0 - 9.0
                                                  grab
Fecal Coliform
      :200/400   #/100 ml
Chlorine Residual
      :monitor only
                                      il/d
SLUDGE MONITORING
Depth of Bottom Sludge
Aeration Basin
PRODUCTION
Pulp
Paper



in

.
.



:
rmonitor only


:Average air~drv tons/dav
:Averaae machine-dry tons/day

: ' ' . '"'

2/y measure








-------
QR0001112:  Teledyne Industries. Inc.. in Millersburg, is in the Nonferrous Metals
Forming Category (40 CFR 471).  Production involves the primary smelting and refining
of zirconium,  hafnium,  and columbium .metals (SIC 3339), as well as the secondary
smelting and refining of tantalum and titanium.  Outfall 001 discharges metal cleaning
wastewaters,  waste acid and caustic, and metal processing waste to Truax Creek.
Outfalls 002, 003, 004,  and 005 discharge cooling tower blowdown to the following
receiving  streams:  Simpson's Pond  (002).  Murder Creek (003). Truax Creek  (004),:and  v-
Cox Creek  (005).   Wastewater treatment consists  of oil and solvent separators.
neutralization,  a surge pond, grit removal, clarification, and two settling ponds. ..
The dewatered  solids are either incinerated or  landfilled.  Effluent limitations are
based on the State's water quality standards.   The mixing .zone, is defined as Truax
Creek from Outfall 001 and those bodies of water downstream to and including the   -"
Williamette River  within a radius  of 100 feet from the mouth of Conser Slough.  Semi-
annual 96-hr acute toxicity £gsts and monthly  (between,May 1 and Oct. 31) chronic
toxicity. ie_s£s_ are required for- Outfall 0.01*"  Ambient monitoring of conductivity,
ammonia, nitrogen, and flow  must be  conducted at four sites.   In conjunction with the
Remedial Investigation Study required by  a Consent Order, the permittee must study the
affects of the discharge on the mixing zone, and determine the feasibility and water
quality benefits of a direct discharge of process wastewater to the Williamette River.
A BMP Plan must be submitted within eighteen months and implemented no later than two
years are permit issuance.       ,     ,
Effective Date:  September 30, 1988
Expiration Date:  August 31, 1993

                               EFFLUENT LIMITS (FINAL)

OR0001112:  Teledyne Industries, Inc. (Page 1 of 2)
                   Abstract Date:
Final Permit
May 22, 1989
       Pollutants
Avg./^4ax. Limits and Units
Monitoring

Ammonia Nitroaen
Thiocvanate Ion
Methylisbbutyl Ketone
Flow 	
Temperature
Fluoride
Molybdenum
Radium-226
Production

Oil and Grease

: 001

(MIBK) "



.-YEAR ROUND LOADINGS
: 400/800 Ib/d ~~
:350/700 »
:'100/200 "
^monitor only T :

. - - n - - ..":"" ','
- "" .•

:l/d 24-hr comr>
.11 n
, . " " "
icontinuous
. n




:l/w 7-dav como
J ' ' * ' •-'.-,- • < " " ; •
•



Total Residual Chlorine :
pH
Acute Toxicitv

SEASONAL LOADINGS

Chromium
Coooer
Total Cyanide
Lead ' '

*


*



a

a
: " , " ' ' •' " .
:monthly dvg. of daily Zirconium
:Hafnium dioxide :
: shall not 'exceed 10 md/1
: shall hot exceed 0.2 ma/1 B •
:6.0 - 9.*0
: 96-hr TLM shall not be less than
: effluent bv volume at a t>H of 6.
: (LB/DAY)
:MAY 1 - OCT 31 NOV 1 - APR
•-:!. 5/4. 0.0 : llS/Bll
•6.4/14.2 7.7/17'.7
:0. 8/2.1 ** , 1.0/2.7
:1. 4/3.1 1.6/3.9
:
9 tt it
dioxide and
• - - !£-,- . ,
:l/w grab
: 5/w "
:continuous
50% :2/v
5-7.5

30 :
:3/w 24-hr c
*l/m "
• 1/w " "
:3/w ' "
: • " " • " • '



'" '•*



*-,


OITID




**If Total Cyanide measures greater than 0.04 ma/1,  sampling shall increase  to  3/w

-------
OR0001112;  Teledyne Industries. Inc..  in Millersburg,  is in the No;iferr:Qus Metals  ;
Forming Category  (40 CFR 471).  Production involves  the primary smelting and refining
of zirconium, hafnium,  and columbium metals (SIC 3339), as well as the secondary
smelting and refining of tantalum and titanium.  Outfall  001 discharges metal cleaning
wastewaters,  waste acid and  caustic,  and metal processing waste to TrytaX Greek.
Outfalls 002, 003, 004,  and 005 discharge cooling tower blowdown to  the following
receiving streams:  Simpson's Pond  (002),  Murder Creek  (003), Truax Creek (004), and
Cox Creek (005).   Wastewater treatment consists of oil and. solvent separators.
neutralization. a surge pond, grit removal., clarification, and two settling ponds.
The dewatered solids are either incinerated or  landfilled.  Effluent limitations are
based on the State's water quality standards.   The mixing zone is defined as Truax
Creek from Outfall 001 and those bodies of water downstream to and including the
Williamette  River within a radius  of 100 feet from  the mouth of Conser Slough*  Semi-
annual 96-hr acute .toxicity  tests and monthly  (between May 1 and Oct. 31) chronic
rtpxicity tests are required  for Outfall 001.  Ambient monitoring of conductivity,
ammonia, nitrogen, and  flow  must be conducted at four sites.  In conjunction with the
Remedial Investigation  Study required by a Consent Order, the permittee must study the
affects of the discharge on the mixing zone and determine the feasibility and water
quality benefits of a direct discharge of process wastewater to the Williamette River.
           must be submitted within eighteen months and implemented no later than two ;
                                                                       ..-.  Final Permit
                                                          Abstract Date:  May 22, 1989
years are permit issuance.

Effective Date:  September 30, 1988
Expiration Date:  August 31, 1993
                               EFFLUENT LIMITS  (FINAL)
OR0001112:  Teledyne Industries, Inc.  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                                          Monitoring
SEASONAL LOADINGS
                                                (LB/DAYV
                                 ;MAY 1 - OCT 31
                                                      NOV 1 - APR 30
Nickel
: 4.3/6/7
                                                         .S.0/8.3
                                     :3/w 24-hr comp
Zinc
                                  =4.4/11.3
                       5.2/14.1
Titanium,
                           001
:2.4/6.0
                        2.9/7.4
TSS
                                  i310/609
                                                         335/650
NONPERROUS
                  FOBMING TREATMENT SYSTEM
Fluoride
                                 :18.4/41.2   Ib/d
                                                                       ;3/w 24-hr comp
Molybdenum
                                  ;1.5/3.4
OUTLET RESIDUE HANDLING TREATMENT SYSTEM
Raajum-226
                                  shall not exceed 20 pCi/1
                                                                       tbatch  grab
Flow
                     002,003.004.005  monitor only
                                                                       ;l/w estimate
Temperature
                                                                            measure
Total Residual Chlorine
                                  ;shall not exceed 0.7 mg/1
                                            -grab
ES.
                                  :6.0 - 9.0
Other pollutants
                                  :No biocides or water treatment chemicals
                                  :containing chromium, copper, zinc, chlorinated
                                  ;phenols or other priority pollutants shal
                                  :be discharged.

-------
QR0001589!  Tektronix, Inc. in Beaverton,  Oregon,  is in the Electrical and Electronic
Components Category (40 CFR 469) manufacturing electronic measurement and display
equipment (SIC 3825).  Approximately 0.4 mgd of industrial gray water generated from
the integrated circuits process is discharged through Outfall 001 to Beaverton Greek l •
November  1-April  30; discharges are prohibited during the summer months due to low
stream flows, to  avoid possible water quality violations.  Gray water is potable/
purified by deionization or reverse osmosis and used for rinsing silicon chips and
wafers.  Neutralization and settling are used.   Sanitary wastes and integrated
manufacturing process wastewaters, excluding the gray water mentioned above, are then
routed to the Unified Sewerage Agency municipal sewage system for further treatment.
Gray water which  cannot meet NPDES permit limits  is also diverted to the sanitary
sewer.  TSS limits  are BPJ, while BOD-5 limits are  a combination of BPJ ;and Oregon
Administrative Roles '('340-41-455(1}).  TTO and  pH  limits are based on BCT/BAT effluent
guidelines (40 CFR  469.18,  469.14).  All other limits are based on water quality
criteria to protect Beaverton Creek during the allowable discharge period.   The permit
does not include requirements for biomonitoringy however it does contain a standard
reopener clause for toxic  pollutants.
Effective Date:
Expiration Date:
November 1, 1984
October 31, 1989
                   Abstract Date:,
Final Permit
May 23, 1986
                               EFFLUENT LIMITS (FINAL)
OR0001589:  Tektronix, Inc.
       Pollutants
        Outfall
Avg./Max. Limits and Units
                                                                          Monitoring.

(May 1-October 31)
(November 1-April 30)
Flew
BOD-5
TSS
Cadmium
Chromium (Total)
Copper
Nickel
Zinc
Lead
Cyanide Ion (Total)
Ammonia (Un-ionized)
Fluoride Ion
TTO*
pH ;
Cadmium
Chromium ( Total J
Copper,
Nickel
Zinc
Cyanide Ion (Total)
PH





001















002




No summer discharges allowed to Beaver

— /0.400 mgd
— /20 mcr/1
— /20 "
—/O.I "
— /0.5
—/O.I ' -•-•-"
— /0.5 "
— /0.5
— /0.5
—/O.I " :
— /0.5
— /3.75 "
— /0.47
6.0-9.0
O.I/—
0.35/— ;- ' ,
4.0/—
1.2/—
:0.6A--
:0.2/—
, :6.0-9.5
. ........ .... .
!-•••• •_ • . ••
• •
• " ,

rton Creek.

continuous
1/w comp
n ii
H II
II " II
II II / .
n ii
n n
n n
qrab
H - n . -
" camp
1/m grab
continuous
1/w ccnp
M II
; II II ,
n n ; *
n n
" grab
continuous



; ' ' ...... • , -..:-, -..••.-' .•••-. . • .
 *TTO=total toxic orcranics (40 CER 469.11(a)).

-------
OR0001597: The Pennwalt Corporation, in Portland. is in the. Inorganic Chemicals
Manufacturing Category (40 CFR 415) and manufactures chlorine/caustic soda  (275 tpd),
sodium chlorate  (67 tpd), hydrochloric acid  (81 tpd), and ammonia (27 tpd)  (SIC 2812,
2819).  The plant discharges an average of 21.4 mgd  of process  wastewaters and
stormwater through four outfalls to the Williamette River.  Wastewater treatment
consists of retention^ in-line mixing, and pH neutralization.  Effluent  limitations
are based  on the BAT/BCT effluent guidelines.  Annual 96-hr static acjifce toxicity
jaesis are required at each outfall,  as well as an annual 96-hr  instream-' liv.e box
toxicity tests within the mixing  zone.  The mixing  zone  is a 130 foot wide strip of
the river extending 50 feet toward the middle of the river  from the harbor line, 80
feet  toward the west  shore  from the harbor line and 200 feet upstream from the
upstream outfall to 200 feet downstream from the downstream  outfall.  An adequate
      prevention and handling plan must be in force at all times.  .
Effective Date:  March 31, 1986
Expiration Date:  March 31, 1991
                                Abstract Date:
                                   Final Permit
                                   May 19,  1989
                               EFFLUENT LIMITS  (FINAL)
OR0001597:  Pennwalt Corp.

       Pollutants
Outfall
Avg./Max. Limits and Units
.... Monitoring
.
LIMITATIONS FOR THE COMBINED
Flow :
Chromium (Net) :

Lead (Net) :
Zinc (Net) :
Nickel (Net: excluding 003)
Copper (Net; excluding 003)
TSS (Net) :
Total Residual Chlorine (001

pH :

INTAKE MONITORING :
Chromium , TSS , Ammonia :
Lead, Nickel. Zinc, Copper


DISCHARGE FROM 001
iNot to exceed
:4. 0/8.0 Ib/d
:3. 0/7.0 "
:1, 5/3.0 "
:2. 5/5.0 "
:3. 03/7. 95 "
:4. 02/9. 84 "
: 429/920 n
& 004) 50.0/75.0
: 6.9/11.3
:6.0 - 9.0
.
. ,
:monitor onlv
• "
.

. 002. 003. AND 004 .
37.0 MGD
(Until 6/30/87)
(After 6/30/87)




•
Ib/d (Until 6/30/87)
(After 6/30/87)
_





. .
. . ,
. . . ......
: . : • .' .. . • • . •- ' ' '

- : -. " • '-. "',
continuous ' =
1/w 24-hr COITO
n n
1/m
n n
n , -n
n n
1/fl ",
3/cl grab
n n ;
continuous


1/w 24-hr como
1/m "






-------
OR0001627:  The Nickel Mountain Resources Company owns and operates a nickel mining
and smelting  facility  (SIC 3339),  near Riddle,  where the ore is removed by open cut
methods,  screened, crushed, and aerially transported down the mountain to the smelter
storage stockpile area.  The ore is processed by drying,  screening, crushing,
calcining, melting, and refining at the smelter.  This facility is in the Ore Mining
and Dressing Category  (40 CFR 440)  and the Ferroalloy Manufacturing Category (40 CFR
424) and produces about 80 tons/day of ferronickel pigs,  with a 50% nickel content.
Outfall 001 discharges slag processing, sanitary waste,  and treated mine runoff to
Crawford Creek, Outfall 002 consists of treated mine runoff and empties into Thompson
Bun/ and Outfalls 003 and 004 discharge treated mine runoff into Doe Run.  Wastewater
treatment consists of  a series of sedimentation ponds and a recirculation system.
Sanitary wastes are routed through a septic tank, and sand filter sewerage system.
After chlorination. the treated wastes are discharged to  Middle Pond.  Effluent
limitations are a BPJ determination of the .proposed BAT/kCT effluent guidelines.  Once
the guidelines are finalized,  the permit may be reopened to incorporate all applicable
limits.  The mixing zone for Outfall 001 extends from the point of discharge to the
confluence with Cow Creek, and that portion of Cow Creek 5 feet upstream and 200 feet
downstream from the confluence with Crawford Creek.  The mixing zones for 002, 003,
and 004 extend from the point of discharge to 1000 feet downstream on the respective
receiving streams.
Effective Date:  July 23, 1985
Expiration Dates  May 31, 1990

                               EFFLUENT LIMITS (FINAL)

OR0001627:  Nickel Mountain Resources Co.
                                Abstract Date:
                                   Final Permit
                                   May 18, 1989
       Pollutants
Outfall
Ayg./Max. Limits and Units
Monitoring
Flow

DH
Turbidity
Rainfall
Suspended Solids
Total Chromium
Manganese
WHEN RAINFAT.T. RXTRmR R 1
TURBIDITY. THE FOLLOWING
Suspended Solids
Total Chromium
Manganese
Flow 00


DH
Suspended Solids
TREATED SANITARY WASTES j
Flow

BOD5
TSS
Fecal Coliform
DH
Chlorine Residual
Chlorine Used

001 :monitor only: no discharge allowed :l/d instant.
:from Julv 1 through Sept. 30 :
:6.0 - 9.0 (Oct. 1 - June 30) :l/w grab
:monitor onlv : " "
: ' " ; 1/m measured
:600/1200 Ib/d : :l/w grab
:2. 50/5. 00 " -l/m
:1. 50/3. 00 " . n n
[NCHES DURING ANY MONTH AMD RUNOFF CREATES EXCESSIVE
LIMITATIONS WILL -APPLY.
001 : 3000/6000 Ib/d :l/w grab
-•4.0/8.0 " :l/m >"
.•2.50/5.00 " . n ..
2,003.004:monitor only: From July 1 through :l/w estimate
:Sept. 30. no discharge allowed; exceDt
:as necessitated by excess precipitation.
:6.0 - 9.0 (when discharging) :l/w grab
:20. 0/30.0 ma/1 • " "
W POINT OF DISCHARGE TO MIDDLE POND.
:Average dry weather flow not to :2/w instant.
:exceed 10.000 GPD (July 1 - Sept. 30):
:2. 5/5.0 Ib/d (30/60 mg/1) :l/m grab
:2. 5/5.0 " (30/60 " ) : " "
.•200/400 #/100 ml • " "
:6.0 - 9.0 :l/w
:monitor only :2/w "
: " :i/w measured
: :

-------
OR0001635:  The Chevron Chemical Company plant in St. Helens, is in the Fertilizer
Manufacturing Category (40 CPR 418) and  produces  nitrogenous .fertilizers  (SICC  2873),
including ammonia (260 tons/d), urea  (395 tons/3), nitric acid  (69 tons/d), and
ammonium nitrate (109  tons/d).  Outfall 001 discharges a combination of cooling water
(14 mgd) and process wastewater (10,200  gpd) to.the Columbia River.  Outfall 002 is an
internal monitoring point for process wastewater.  Pollution abatement consists of
diluting the process wastewater with cooling water prior to discharge.  The basis for
the mass limitations at Outfall 002 is the BAT effluent guidelines, using the
following production factors:  ammonia - 0.025/0.05 Ib NH3-N/1000 Ib of product; urea -
0.27/0.53  Ib NH3-N/1000 Ib of product; and 0.46/0.86, Ib  organic  nitrogen/1000 Ib of
product.  The basis for concentration and other limits at Outfall 001 is • s_tate water
quality standards* allowing net limits  for MH3-N,  organic nitrogen, and temjperature.
The mixing zone  is described  below.   The process  waste  contains an average of 4 Ib/d
organic nitrogen and 13 Ib/d NH3-N.  A Spill Prevention and Control Plan is to be in
force at all times.
Effective Date;  December 12, 1986
Expiration Date:  December 31, 1991
                            Abstract Date:
                                        Final Permit
                                    January  19, 1989
                               EFFLUENT LIMITS  (FINAL)
OROO01635:  Chevron Chemical Company
       Pollutants
Outfall
      Avg./Max.  Limits and Units
   Monitoring
Flow
 001
;—/25
;l/d continuous
   ?-N   (Net)
       ;2.0/4.0   TO/I
                                      ;2/w 24-hr  comp
Organic Nitrogen   (Net)
       =2.0/4.0
Oil and Grease
       :—/10
                                      :l/w   grab
Temperature   (Net)
         < 30 F increase above intake
BEL
       ;6.0 - 9.0
                                      ;l/d measure,.
                                                                            continuous
Flow
 002   ;monitor only
                                                                        :l/d  total
                                  :229/449    Ib/d
                                             ;2/w 24-hr comp
Organic Nitrogen
       r368/688
Mixing Zonet There shall be no violation  of  State Water Quality ^standards  (OAR 340-
	41-2-5) outside the mixing zone defined as; A narrow strip of the
             Columbia River 165  feet wide  and  extending  from 165  feet upsteam to 575^
             feet downstream  of  the point  of discharge.	    ;		

-------
 050001708:  The Northwest Aluminum Company, recently purchased the Martin Marietta
 Corporation Aluminum Smelting facility in The Dalles.  The plant utilizes the Hall
 Heroult method with vertical stud soderburg cells -to produce aluminum ingots and/or
 billets (SIC 3334).  This facility is in the Nonferrous Metals Manufacturing Category
 (40 CFR 421).   Wastewater that is generated by the air contaminant control equipment
 (scrubber) is recirculated through a recycle gond where a-portion.is.discharged from
 Outfall 001 to the. Columbia River.   The recycle pond also receives effluent, via
 Outfall 002, from  the small package sewage treatment plant, as well as landfill
 leachate and runoff from a pot liner storage pad which empties from Outfall 003.
 A plan  and time schedule for the control of cyanide from the landfill must be
 submitted within 60 days of permit issuance.  Effluent limitations are based on BAT
 effluent guidelines.  An annual 9Jbhour static toxicity test must be conducted on the
 discharge from Outfall  001  and a  Spill  Prevention and Control Plan is  to be in force
 at all  times.                                                .       .
Effective Date:  March 31, 1986
Expiration Date:  March 3l, 1991                      Abstract Date:

                               EFFLUENT LIMITS (FINAL)

OR0001708:  Northwest Aluminum Company

       Pollutants         Outfall      Ava./Max.  Limits and Units
                                                                          Final Permit
                                                                      January 19/1989

Flow
TSS
Benzo (a) pvrene
Antimony
Nickel
(From April 1 to Sept
Fluoride
Aluminum
(From Oct. 1 to March
Fluoride
Aluminum
Oil and Grease
Free Cyanide
Tota.. Cvanide
PH
Flow
Chlorine Residual
TSS
BODS
Fecal Coliform
PH :.--•-
Total Flow
Free Cyanide
Total Cvanide
Fluoride
Aluminum

•
; 001
;


	 * -
. 30)
I

31)

;
•
*
;
;
: 002
	 1




: 003
;
:
•
»
	 •
o
• :- •--,-•• • - - ' •••.'.
:0.2 MGD
: 750/1500 Ib/d
:0. 041/0. 088 "
12.3/5.1


:123. 8/497.8 "
:10.9/82.4 " ?
• . " ' ••;.-• ••••••- - • . •
:243.2/497.8 "
: 22. 4/82. 4 "
:— /10 ma/1
:— /0.4 " **
:monitor onlv •.-•'
:6.0 - 9.0
:monitor onlv
, . . - „ . - -- . ... ... ^ ....... ..
:20/30 ma/1 (3.3/5.0 Ib/dV
:20/30 " (3.3/5.0 " )
:200/— #/100 "ml
:6.0 - 9.0
: monitor only
:— /O.I ma/1
:monitbr only '
• " :
" . ' • •- •'--..

•
:l/d continuous
:3/w 24-hr comp
:l/w grab
; " 24-hr comp
. n n
'•.'.-
:3/w "

- .' • ; • • • ••-• • .
:3/w "

:3/w' arab '

, . n . -v - n • ;
:l/d continuous
:l/d measure
: " arab
• l/w "
. n n
•1/m "
: 1/d continuous
:l/w measure
: " arab
.. •' n -•-- •••'• n
. n n
: . n n
" : • • ' " '
Mixing Zone; That portion of the Columbia River within 300 feet from discharge point
**Limits in effect until completion of cyanide control facility.

-------
OR0002402:  Ore-Ida Foods,  Inc. operates a vegetable processing facility in Ontario,
where up to 3 million Ibs/day of potatoes are caustically peeled,-  trimmed, cut,
blanched, frozen, sorted, and packaged  into  frozen potato products  (SIC 2037).
Approximately 20 million pounds of onions and 70 million pounds of corn are also
processed over a six week period.  This facility is in the Canned and Preserved Fruits
and Vegetables Processing Category (40 CFR 407; Subpart D, Frozen Potato  Products).
Outfall 001 discharges treated process wastewater and Outfall 002 discharges once-
through groundwater that is used to deice the  defrosting cooling tubes.  Both outfalls
empty into the Snake River.  Process wastewater treatment consists of primary solids
removal and biological  secondary treatment  (i.e. activated sludge).   During the
summer, a portion of the treated water  is diverted for irrigation onto company
property where grasses are grown and cut for cattle feed.  Primary and secondary
sludges are also used as cattle feed.  Effluent limitations for Outfall 001 are
BPT/BCT based on the effluent guidelines, and the limits for Outfall 002 are; based on
historical data.  A Spill Prevention and Control Plan must be in force at all times.
Effective Date:  January 4, 1988
Expiration Date:  November 30, 1992
                           Abstract Date:
                                                                          Final Permit
                                                                      January 17,  1989
                               EFFLUENT LIMITS  (FINAL)
OR0002402:  Ore-Ida Foods,  Inc.

       Pollutants         Outfall
            Avg./Max. Limits and Units
                                                                          Monitoring
Flow
001
                                 ;monitor only
                                                                       :l/d totalizer
BOD5
      =4200/8400   Ib/d
                                                                       :2/w 24-hr comp
 SS
      ! 4200/8400
                                                                        s3/w
Floating Solids
      ;none visible
                                                                        1/d  visual
Temperature
      ;monitor only
                                                                        1/w   grab
PJL
                                  :6.0 -  9.0
                                            ; 1/d.
FlW
                            002
      :shall not exceed 2.0
                                                                            estimate
Tjjgperature
        27 C
                                           (80 F)
                                  ;6.0  - 9.0
                                                                        : 1/m   grab_
 Mixing Zone;  Point of discharge to a distance of 100  feet  downstream.

 IRRIGATION FIELD MONITORING	:	:	•
   No.  of Acres Irrigated;	imonitor  only		,—
   Application Rate
                                                                            estimate
   TKN of Irrigated Water;
                                                   grab

-------
OR0002542:  The Weyerhaeuser Co. mill  in Klamath Falls,  OR (s.w. area of state near
California border)  is in the Sawmills and Planing Mills Subcategory of the Timber
Products Category  (40 CFR  429.110 Subpart  K)  (SIC 2421).  Products include hardboard/
plywood,-lumber, and particle board  (SIC 2436^ 2492, 2499).   Process  wastewater
receiving biological secondary treatment  (0.8 mgd) is discharged at Outfall 001;
cooling water  (3.91 mgd) is discharged at Outfall 002;  and Outfall 003 is treated
sanitary wastes  (0.159 mgd).  All outfalls discharge to the Klamath River.  The basis
for limitations is a BPJ extension of previous effluent limits based on treatment
system capabilities and preservation of water quality  standards outside of separate
mixing zones for Outfalls 001 and 002.   Unspecified use was also made of the effluent
guidelines (presumably BPT) for this category; however, the facility manufactures
hardboard by a wet-dry  process and no  EPA  effluent guidelines pertain to  this process.
Outfall 003 limits are  based on secondary  treatment standards.  The permit requires a
BMP plan but does not contain a specific reopener clause. ; Other permit requirements
include  (1)  nutrient addition to the biological treatment system, ,(2) creation of a;;
program to reduce fresh water consumption  through recycle,  (3) appointment of an
environmental supervisor,  (4)  no dredging of the log transport area in the Klamath
River without notification  of the state,  (5) no discharge of glue wastes,  (6) special ':
log handling methods to minimize the effects on  the river, including easy let-down
methods to minimize generation of bark and debris, clearing the river bank and river
itself of bark & debris, and preventing submerged logs, bark, and debris from leaving
the boomed log handling area, and (7) daily inspections and a written operations log
for the treatment plant.
Effective Date:  April 20, 1987
Expiration Date:  January 1, 1992
Abstract Date:
    Final Permit
January 19, 1989
      :•"•-  •.•.-»               EFFLUENT LIMITS (FINAL)

OR0002542:  Weyerhaeuser Co. (Klamath Falls)

       Pollutants         Outfall      Ayg./Max. Limits and Units
                    Monitoring

Flow : ; -.--'•
Temperature .-.'-•.•-
BOD-5 'Vv
TSS
pH
Flow :
pH


Flow
BODS ..."•-
TSS
Fecal Coliform
pH ...
Chlorine Residual
Pounds Chlorine Used -
-
: • • • • ... .
001 :monitor only
:.•.-.;•" -,..;... ... ; :
: 250/600 Ib/d & monitor influent
:325/700 Ib/d & monitor influent
:6. 0-9,0
002 : — /11.6 mad
; : 6. 0-9.0 or ambient level
. /AK f 1 /lit; V\

003 :monitor onlv
:30/— ma/1 (40/80 Ib/d) ,
: 85/170 " (113/227 " ) - -
: 200/400 oer 100 ml*
:monitor onlv •-..-.-..
'-••-",:
•• .' - :'• 	 * • -..'..
: . • - - . • ..-,,-.
i t : • '
1/d estimate
" arab • - - :
3/w "
n .n
1/d arab
" estimate
" arab
n

1/d estimate
1/w arab
n ii
I/a "
1/d ..."-r,,
n n
»

Production for reporting period—-avg. monthly tpd Hardboard Production.	  .

No violation of Water Quality Standards outside of these mixing zones.	
  001 & 003 - within 300* of discharge.    	.	             ".  ••	
  002 - 400' upstream, 1500' downstream, 500* across stream from point of discharge.
*Monthlv average/weekly average.	

-------
OR0030589:  The Wacker Siltronic Corporation, in Portland, grows silicon ingots and
slices them into thin wafers  for polishing  (SIC 2819).   This facility is in the
Electrical and Electronic Components  Category (40 CFR 469).  Currently,  0.3 MGD of
process wastewater and 0.19  MGD of cooling water is discharged from Outfall 001 to the
Willamette River.  The permittee has  proposed construction of a polysilicon plant that
would increase the flow to 0.80  MGD by 1991.   Wastewater treatment consists of
neutralization, clarification,  and coagulation on an as needed basis.  Effluent
limitations for fluoride, total chromium, hexavalent chromium, and total toxic
organics are based on BPJ, whereas the remaining parameter limits are based on
effluent guidelines.   Semi-annual 96-hr static toxicity tests are required and a Spill
Prevention and Control Plan is to be  in force at all times.
Effective Date:  February 18, 1987
Expiration Date:  January 31, 1992
                            Abstract Date:
                                   Final Permit
                               January 18,  1989
                               EFFLUENT LIMITS (FINAL)
OR0030589:  Wacker Siltronic Corporation
       Pollutants
Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
LIMITATIONS UNTIL COMPLETION OF THE POLYSILICON PLANT
(Process Wastewater)
Flow : 001 :monitor only :
BODS t :15/30 ma/1 (81/162 Ib/d) :
TSS : : 15/30 " (81/162 " )
Fluoride : :6/12 " (33/65 " )
Hexavalent Chromium : : 0.02/0. 05 mg/1 (0.11/0.27 Ib/d)
Total Chromium : :0. 3/1.0 " (1.6/5.4 " )
Total Toxic Organics : : — /I. 37 "
(Cooling Water and Boiler Slowdown)
Total Phosphates : : 2. 0/5.0 mg/1
(Combined Outfall)
Temperature 	 : : 85 F
Free Available Chlorine : : 0.2/0. 5 mg/1 *
pH : :6.0 - 9.0
LIMITS AFTER COMPLETION OF THE POLYSILICON PLANT
Flow : 001 rmonitor only
BODS : : 15/30 mg/1 (100/200 : Ib/d)
TSS : :15/30 " (100/200 " )
Fluoride : :6/12 " (40/80 " )
Hexavalent Chromium : : 0.02/0. 05 mg/1 (0.11/0.27 Ib/d)
Total Chromium : :0. 3/1.0 " (1.6/5.4 " )
Total Toxic Orqanjcs : : — A. 37 "
(Cooling Water and Boiler Slowdown)
Total Phosphates : :2. 0/5.0 mg/1
(Combined Outfall)
Temperature 	 : :85 F
Free Available Chlorine : : 0.2/0. 5 mg/1 *
nH : :6.0 - 9.0
• • . - '
• • - -
Mixing Zone: 50 foot radius from the point of discharge.
• • " '
• • , .--"'-
*Discharge of chlorine shall not occur more than 2 hours on any dav. '.
no discharge of cooling tower blowdown during chlorination.
**Monitoring to occur during cooling system chlorination. 	


continuous
1/w 24-hr comp
n n
n n
n n
n n
1/m grab

1/w grab

1/W grab •-.-
** "
continuous
• ' • 	 - • ' • •
continuous
1/w 24-hr conro
n n
	 . 	 < — '
n n
n n
— : 	 _
n n
1/m grab '

1/w grab

1 /w grab
** "
continuous



. - • - .

'here shall be



-------
OR0030929:  Intel Corporation, produces  integrated circuit  components (SIC 3674) at
its facility in Aloha, and is in the Electrical and Electronic Components Category
(40 GFR 469).   The facility's only outfall discharges untreated reverse Osmosis
concentrate to a storm sewer which flows into Beaverton Creek.  Effluent limitations
are based on BPJ and discharge monitoring data collected during a study of the
wastestream.  Monitoring data for total dissolved solids and fluoride will be reviewed
by the State after a period of one year.  Upon review, monitoring requirements may be
modified.  A Spill Prevention and Control Plan is to be in  force at all times.
Effective Date;
Expiration Date:
                  August 19, 1986
                  June 30, 1991
Abstract Date:
    Final Permit
January 17, 1989
 ;  	 ,.J _..,.,.    ..  EFFLUENT LIMITS (FINAL) ,

OR0030929: /Intel Corporation

;       Pollutants         Outfall      Avg./Max.Limits and Units
                                                                          Monitoring
Flow
Fluoride
Total Dissolved Solids (e
(influent)
Total Residual Chlorine
PH ..-••-..:•

.:'""'-.' " -" '-'' ', J'-. '., r'^,- '.«.''

Mixina Zone: Point of dis



,





-• :
001

affluent)
;





scharae tc



1

- r
•



— /0.2 MGD
— /4.0 ma/1 C— /6.7 Ib/d) *
— /120 " (—7200 "•"• ) *.
monitor only
— /0.5 ma/1 **
6.0 - 9.0
. - .- ' .-' ;: :. - '• -••'.-. •"•'•-. ''<- • '
...;..,;. ' •.•-.','...'.
• . : ;-.' .... ^ •_, ..'.,• •-. ., ,: .
3 a distance of 100 feet downstream,



•




.'-•' •-..• • ';i •-•'•• -••.•••.'•• • - • - - >

continuous
1/w arab
ii ii
n ..-.,. it ;
n , , n.
n n , •






• '' •' ' .



• . .....-..-,- :, „.
._'.• . -


 *If the influent to the reverse osmosis system contains more than 20 ma/1 of total
  dissolved solids and/or 1.0 mg/1 of fluoride, the discharge concentration may exceed
  the abovementioned limits.  The maximum amount of TDS and fluoride shall not exceed
'200 Ibs/day and 6.7 Ibs/day^ respectively.          	  - -  -	  '.	      •.'  -

**Not to exceed 0.5 ma/1 or limited to that in the intake potable water supply.

-------
OR2021857:  Chembond Corporation, operates a formaldehyde, urea, phenol,  and melamine
resin (SIC 2869, 2821)  manufacturing plant, in Springfield.  This facility is in the
Organic Chemicals,  Plastics,  and Synthetic Fibers  Category (40 CFR 414).   The
discharge consists of surface runoff, boiler and cooling blowdown (001),  surface  ;
runoff (002),  and non-contact cooling water (003).   The untreated effluent enters a
storm sewer before emptying into the Willamette River.  Effluent limitations are the
same as those in the previous permit, however, the permit will be reopened and
modified once BCT and/or BAT effluent limits have been promulgated.   Water treatment
chemicals containing tri- and hexavalent chromium,  copper,  zinc, chlorinated phenols,
or other priority pollutants are prohibited from being discharged.             ,
Effective Date:
Expiration Date:
January 8, 1985
 June 30, 1989
Abstract Date:
    Final Permit
January 17, 1989
                               EFFLUENT LIMITS  (FINAL)
OR2021857:  Cheirbond Corporation

       Pollutants         Outfall
                      Ayq./Max. Limits and Units
                    Monitoring
: : :
Flow
pH
TSS
Phenol
Total Phenols
Formaldehyde
Oil and Grease
Heat
BOD
COD
pH
Phenol
Total Phenols
Formaldehyde
Oil and Grease
Heat
pH

•
•
•
•
; •• '
*
•
*
•
•
•
• •
•
•
•
*
*
•
001 : < 1.0 MGD
:6.0 - 9.0
:•< 30 ma/1
: < 0.5 "
: < 0.5 "
: . < 10 "
: < 10 "
: < 15.000.000 BTU/hr
:see below '
tmonitor only
002 :6.0 - 9.0
: < 0.5 ma/1 '
: < 0.5 ma/1
: < 10 "
: < 10 •"
003 : < 1,000.000 BTU/hr (Daily Ava.)
:6.0 - 9.0
- ... ./,-;. . , , .,* , •
:l/d recorder
: " arab
:l/a 24-hr comp
•-•sl/W "•• :
,: * it n = , , -
. . * 	 __ 	 .
:l/m "
:none listed
•- :l/d calculate
:l/m 24-hr comp
. it ii ,
• - --
:l/d arab
,, ..jffi—- n.,^r.
,= . " "
. . « ii
: none listed
:l/d calculate
: " arab
' - m - 	
• • -.-. -=!' J - » •: • 1 • , • , .
BOD concentration
divided
by dilution factor shall not exceed 1.0.
..-•..-.
Phenol concentration at the downstream edge of the mixing zone shall be < 0.-001 mg/1.
Mixing  Zone; that portion of the storm sewer from each outfall to the foot bridge;
	at the entrance to the pond at Alton Baker Park.          	.'•   •;%...

-------
PA0005444:  WesUnqhouse Electric Company in the East Pittsburg Borough of
Pennsylvania, manufactures motors, generators, and various switchgear (SIC 3621 and
3163).   Pie facility is in the Electrical and Electronic Componentsi Category
(40 CFR 469), discharging roughly 1.3 mgd of untreated water to Turtle Creek.   Outfall
004 discharges roughly 0.35 mgd of process  and contact cooling waters along with
roughly 0.65 mgd of noncontact cooling and  storm runoff waters.  Outfall 003 and  005
discharge .07 and .24 mgd of noncontact cooling water, blowdown from cooling towers
and boilers, and storm runoff.  Outfall 007  discharges  .02 mgd of wastewater f rom a
brazing/welding  operation, a dust collector, a sand blasting operation, and other
nonprocess water.  Outfalls 001 and 002 discharge small amounts of nonprocess water,
and discharge is not allowed  from Outfalls  006, 008, 010, and 012-015,  Effluent  ,
limitations  for  TSS are based on EFT effluent guidelines, using a BPJ determination
that BCT=BPT.  Oil and grease limitations are in accordance with Pennsylvania State
limitations.  The remaining parameters are limited by water quality criteria which are
more restrictiye than BAT guideline limits.  Monitoring for titanium, arsenic,  copper,
lead, mercury, nickel, and  zinc is to be conducted both at Outfall 004 and a storm
sewer located upstream from the plant.  Biomonitoring requirements and a BMP plan are
not mentioned in the permit;  however the facility is required to submit a Pollution
Reduction Report detailing the  source of the copper, mercury, and zinc present in
Outfall 005. . The report must also describe the measures taken to eliminate these
pollutants,  the  implementation  schedule, and the effectiveness of the program.
Effective Date:
Expiration Date:
January 7,
January 7,
1985
1990
Abstract Date:
Final Permit
 May 1, 1986
                               EFFLUENT LIMITS (FINAL)
PA0005444:  Westinghouse Electric Company
Pollutants
Flow ••-••-:
TSS
pH
Oil and Grease
Flow
Oil and Grease
TSS
•Copper
Mercury
Zinc
pH
Aluminum
Iron
Manganese
Titanium
Arsenic
Lead
Nickel

.
... .
.

Outfall Avg./Max. Limits* and Units
007, 001, :monitor only
003 :31/60/75 ntr/1
:6.0-9.0
007,003 :15/30/30 , ncr/1
004,005 :monitor only
:15/30/30 mcr/1 :
:31/60/75 " :
:monitor
»•'- II - - .... . ••-_-•',.•
• .- •• - . .
'••-• -- — '- ^ ll - '" • • , ' • - • - - - --
:6. 0-9.0 ;
004 : 0.9/1. 8/2; 3 mcr/1
:3. 0/6. 0/7. 5
:2. 0/4. 0/5.0 "
:monitor
» it 	 • '- - - - - ....
. • . . , . •• •
. || ..-• . . . - -
• ,- - . - . '
• 11 ;
• = . "
• ' f * ....... i- - „».,.,
; ' ""'" t ' '. 	 - •-,-••*• -y •• •;; - -
• -' » ' "-''.'":•""'''' '..'''
i- • m - --- » -- - • 	 ' ,----. ,.,'.,
Monitoring
2/m estimate
" grab:
ti ti
'
n ii
" estimate
grab
" 8 hr camp
n .11
II • II
II M
grab ;
" 8 :hr camp
- n n
n n
n ^.' ii
- n - ii
. n ' ; ii =
n ii




 *Monthly average/daily naximum/instantaneous maximum
 Note;  There shall be no net addition of pollutants to Outfall 002
        (non-contact cooling water).    	   -    	'"  ."

-------
PA0008419:  Merck and Company,  Inc. of Danville, Pennsylvania,  is a manufacturer of
human and animal health products and industrial organic chemicals (SIC 2833 and 2828)
and discharge is from a single outfall to the North Branch of the Susguehanna River.
The facility is  in the Pharmaceutical Manufacturing Category (40 CFR 439).   A total of
1.2 mgd from the manufacture of antibiotics, vitamins, steroids, industrial organic
chemicals, veterinary organic chemicals, and medicinal chemicals combines with 9.2 mgd
noncontact cooling water after  treatment.  The wastewater is mixed in an equalization
basin followed by secondary clarification prior to discharge.   Sludge is treated by
gravity thickening and belt or  vacuum filtration prior to landfilling or incineration
A Toxic Reduction Plan must be  submitted for approval within 60 days of permit
issuance and compliance  with final effluent limits on toxic pollutants must be met by
July 10, 1987.  Effluent limits on fecal coliform must be met 18 months aftea: permit
issuance.  Effluent limits  on total cyanide are based on BAT effluent guidelines.  All
other limits are water qual.j.ty based except GOD limits which are technology based by
BPJ, since there is no water quality limit for this parameter.   Biomonitoring with one
species of fish  and one  species of invertebrate is required once per quarter.  There
is no BMP Plan included  in  the  permit.
Effective Date:  July 10, 1984
Expiration Date:  July 9, 1989
Abstract Date:
Final Permit
 May 3, 1985
                               EFFLUENT LIMITS (FINAL)

PA0008419:  Merck and Company, Inc.
Pollutants Outfall
Flow (total) : 001
Avg./Max. Limits and Units
:report
-' •
Flow (treatment plant) : : "
BOD-5 :
TSS (net) :
Ammonia Nitrogen (5/1-10/31)
Ammonia Nitrogen (11/1-4/30)
COD
Temperature
Copper, Total
Nickel,
Zinc,
Cyanide, " **
Free Cyanide
Benzene **
Chloroform **
Ethylene Dichloride**
Methyl Chloride**
Methylene Chloride**
Vinyl Chloride**

: 27 00/5400 Ib/d
: 1530/3060
: 2300/4600
: 4600/9200
: 12000/24000
(31/62 mg/1*)
(18/35 " *)
26/52 mg/1
52/104 "
135/270 "
:— /100 F
:report , ,
: "
: "

:9.9/17.9 Ib/d
,0.11/0.2 mg/1
:6.7/— ' 0.075/— "
:1.48/— , J:. ( 0 . 017/— mg/1* )




:0.43/— . '
:2.12/ — '
:0.43/—
:0.43/—
(0.005/— "*)
(0.024/— "*)
(0.005/— "*)
(0.005/— "*)
:4.5/~ ' fl.93/— "*)
Fecal Coliform (5/1-9/30)
Fecal Coliform (10/1-4/30)
BOD-5 (influent to treatment)
: 200/1000 per 100 ml
:— /20000
:report



TSS (influent from river) : "
pH :
:6.0 - 9.0

I^jnitoring
conldjnuous
it
1/d 24 hr comp
n n
ii n
•I ii ,
n n
" , I-S
1/m \ grab
" "
.1 n
1/d 24 hr comp
ii ii
1/w grab
n n
n ii
n n
•I »
" "
1/d
Ii ti
" 24 hr comp
It n
" grab
 *Equivalent concentrations based on flow of 10.4 mgd, but not included in the permit.
**Interim monthly average limits (Ib/d) in effect until 7/9/87:  total cyanide -  9.9;
  Benzene - 12.0; Chloroform - 108; ethylene dichloride - 253; methyl chloride -  44;
  methylene chloride - 325; vinyl chloride - 43.

-------
PA0008800:  Westfield Tanning Company,  in  Westfield,is engaged  in  leather  tanning of
cattlehides by hair  save,  vegetable tanning  (SIC 3111) and has a production rate ,of
116,000 pounds per day.  Waste streams  from  process areas are subjected to primary;
Clarification,  flocculation. pH/temperature  adjustment, activated sludge,      •
nitrification-denitrification. chlorination. and post aeration prior to being.
discharged from Outfall 001 to the Cowanesoue River at an average rate *of 0.3  mgd.   v
Effluent limitations for TSS and for oil and grease are based on BAT effluent
guidelines in  the Leather  Tanning  and Finishing Category  (40 CFR 425,  Subpart  C),
whereas limitations for BOD5, total chromium,  ammonia,  and total phosphate  are based
on water quality standards.  A Toxicitv Reduction Evaluation must be completed within
180 days of the  issuance date of the permit.  The purpose  is to determine what is
necessary for the permittee to meet  water quality-based limits for  total antimony,
total cadmium,  total mercury,  total nickel,  total silver,  total  thallium,
pentachlorophenol, and phenol.  Prior to conducting  the TEE,  the  permittee may submit
a report demonstrating  alternative site-specific bioassay-based  "safe concentration
values" for the pollutants in question.   The permit contains a reopener clause
pertaining to the addition of water  quality-based permit limits.
Effective Date:  May 6, 1988
Expiration Date:  May  5, 1993
Abstract Date:
     Final Permit
February 23, 1989
   ,       '  . ..          :        EFFLUENT LIMITS (FINAL)

PA0008800:  Westfield .Tanning Company
Pollutants
Flow
BOD5
TSS
Total Chromium
Ammonia (5/1-10/31)
Ammonia - (11/1-4/30)
Total Phosphate,
Dissolved Oxygen
Oil and Grease
PH
Antimony (Total)
Cadmium "
Mercury "
Nickel "
Silver
ThaMium
Pentachlorophenol
Phenol
Molybdenum (Total)
Tin
Beryllium "

.
;
;


*
_^E_
.
Outfall Ava./Max.

001 : monitor onlv
: 50/100 Ib/d
: 188/375 "
:1. 06/2. 12 "
:7. 5/15.0 "
.-25/50 "
:5/10 "
Limits and Units


(20/40 mg/1)
(75/150 " }
(0.4/0.8 " 1
(3.0/6.0 -" ) .
(10/20 ". )
(2/4 " V
: :5.0 mg/1 minimum




•
_*_
;
;
•
.
.

•;

-•15/30 rog/1
:6.0 - 9.0
:monitor onlv
: "
. . ii •
	 : 	 	 .__
. tl
..-.-"..
n
it
n
n
... • • -.
• . " . . -













: .. Monitoring
;l/d continuous
; 1/w 8 hr comp
.11 II :
:l/q "••'--
• 1/w n
.n ii
.n n
:l/d grab
. n n
.11 n
:l/m 8-hr comp

. n n
. n n
.11 n
.11 ii
.11 n
.n ii
. ii n
.11 n
.n n

-------
PA0008885:  Procter and Gamble Paper Products Company of the Washington Township,,
Pennsylvania, is  in the Pulp, Paper, and Paperboard Category (40 CFR 430,  Subparts S &
U, Nonintegrated-Tissue Papers and Papergrade Sulfite Subcategories).  The facility
manufactures  sanitary tissue health products (SIC 2647) including facial tissue,
toilet tissue, paper towels, and disposable diapers.  Plant operations result in four
discharges to the North Branch of the Susquehanna River;  Outfall 001 consists of
process wastewater (10.62 mgd) and groundwater from the sanitary landfill (0.30 mgd);
Outfalls  002  and  004 consist of stormwater only  (5.2 and 7.8 mgd, respectively);
Outfall 003 consists of process  area stormwater discharge and emergency spill basin
overflow  (12.4 mgd).  Wastewater treatment includes sedimentation, disinfection,
flotation, recycle,  equalization, activated sludge, sanitary landfill, and
heat drying;  stormwaters are discharged without treatment.  Effluent limitations are
based on  water quality standards (NH3-N,  chloroform, color),  and BPT (BOD-5,  TSS, pH)
Fecal colif orm values are to be reported from samples taken at an additional
unspecified outfall from the sanitary sewage treatment  plant to the secondary.
treatment systems.   Additional requirements include an  annual biological river survey
to determine the  long-range effects of  the wastewater discharge, and a Toxics
Reduction Evaluation for chloroform.  The results of fish and insect studies conducted
in. the Summers of 1980, 1981, and  1982, revealed no negative impacts to the
Susquehanna River from plant operations.
 Effective Date:  July 9, 1984
 Expiration Date:  July 9, 1989
Abstract Date:
     Final Permit
February 20, 1986
                                EFFLUENT LIMITS (FINKL)

 PAQ008885:  Procter and Gamble Paper Products Company

        Pollutants         Outfall      Aver./Max.  Limits and Units
                     Monitoring

FlOW
BOD-5
TSS
NH3-N (May 1-Oct 31)
NH3-N {Nov 1-Apr 30)
Chloroform
cH 	

Flow
Color
T3H


: 001 : report
: : 10000/18800 Ib/d
: : 10000/18800
: : 2800/5600
. :— /6900 "
: tmonitor only
: :5.0 - 9.0
: 002(1) :
: 003 :report
. .__ 775 pt-Co units
: :6.0 - 9.0
: 004(1) :
: :
: continuous
:l/d 24 hr comp
: " '
: "
* ' ' '•
:l/q grab
:l/d
:
. : 1/rn* measured
:** grab
:**:
:
:
: : :
: : !
• ; t
: : :
: : :
: : :
: : s
• • i • • '
(l)Stormwater only; the
permit does not limit this outfall.

    *While discharging
   **Before discharge

-------
PA0009202;  Cerro Metal Products is a copper forming plant (SIC 3341) located in
Belief ante, Pennsylvania.  The facility is in the Copper Forming Category (40 CFR
468).  Discharge from cleaning lines, pickle lines,  coil and rod cooling and cleaning,
rinse tank and waste plant process flows  from Outfall 001  to the Logan Branch of
Spring Creek at an average rate of 0.5 mgd.   Treatment consists of mixing, reduction,
chemical precipitation, coagulation, neutralization  and rapid sand filtration.  Sludge
is treated by vacuum filtration and is landfilled.  Within 180 days after issuance of
the permit a toxic reduction evaluation must be submitted to the Regional Water
Quality Manager.  This report must include:   (1) identification of the source of
pollutants and control options; (2) effectiveness of control options in meeting
effluent limits;  and (3)  the discharger's choice of options and a schedule for
achieving necessary control. After evaluation of this report, effluent limits may be
modified.  Effluent limitations on chromium and  lead are based on BftT.  All other
parameters are limited based on water quality  standards; limits on copper, nickel,
zinc, and cadmium are calculated using 75% of /the receiving stream capacity of 12 mod
There is no requirement for biomonitoring or a EMP Plan included in the permit.
Effective Date:  September 20, 1984
Expiration Date:  September 19, 1989
                              Abstract Date:
                                   Final Permit
                                 April 30, 1985
                               EEELUENT LIMITS (FINAL)

PA0009202:  Cerro Metal Products
       Pollutants
Outfall
Avg./Max. Limits and tftiits*
                                                                          Monitoring
Flow
Chromium, Total
Lead, "
Copper, "
Nickel, "
Zinc, "
Aluminum, "
TSS
Oil and Grease
001 :0.5/~ i«jd
: 1.34/3. 28 Ib/d
: 0.97/1. 12
:0. 42/0. 84
: 1.04/2. 09
:3. 13/6. 26 "
: 1.25/2. 50
: 75/125

Total Soluble Phosphorus :0.54Y — Ib/d
Cadmium, Total : : 0.79/1. 58 "
Silver
FH 	








, . ..
0.32/0.79 mg/1
0.23/0.27
0.1/0.20 "
0.25/0.50
0.75/1.50
0.30/0.60
— /30
15/25
0.13/0.26
0.19/0.38 "
: continuous
•;l/d 24 hr conp
• » - It
• II It
: " "
. ii n
.11 n
.H H
;l/w grab
:l/d 24 hr comp
.n .......
:report i « - . - =- - • . ..
:6.0 - 9.0 .....-•.
.•-••"•"•••• - - - - ......... .: ..... . .....
'5 "' '• 	 ' »•:..-. • -
: 	 . • . • . .
: •- . . . . . ....
" '" J • •" * • , . .. . •,.,,,.
: . . . .
- • : .-.-.- • . 	 	
• • .. • ,...:•.'.. . , -"„- .
*Allowable maximum instantaneous concentration = (2
chrctiiium - 2.0 mg/1; and oil and grease — 30 mg/1.

.5 x average cone. )

. -.. «••„. .-:' • . ... '
except ,


-------
PA0009300:  Howes Leather Company, Inc., in Curwensville Borough, Pennsylvania,  is
engaged in the vegetable tanning of cattle hides to produce sole leather for shoes
(SIC 3111).   The facility is in Subpart C,  Hair Save or Pulp,  Non-Chrome Tan.,  Retan-
Wet Finish Subcategory,  of the Leather Tanning and Finishing Category (40 CFR 425).
Outfall 001 is process wastewater, as  is Outfall 002.  However, 002 is an emergency
outfall; when discharging,  the permit  limits apply to the sum discharges of both
outfalls for the mass units of BOD-5 and NH3-N.  Outfall 003 is untreated nonoontact;
cooling water and unused river water.   Plant discharges are to the West Branch of the
Susguehanna River.  Process wastewaters are collected in a sump and pumped to a
treatment facility consisting of polymer addition, clarification, egualization,
acid addition, neutralization,  biological treatment, and chlorination.  Sludge is
dewatered and trucked to a storage lagoon or disposal site.  The limitations are based
on BPT/BM? effluent guidelines (40 CFR 425.31,  425.33)  except for the ammonia, fecal  ,
coHform, and flow limitations which are instead based on water guality standards.
Both concentration  and mass limitations are contained in the  permit.  The permit is
subject to reopening for toxic pollutants and other applicable guidelines.   A BMP plan
is not required.                                                 ,
Effective Date:  September 12,  1984
Expiration Date:   September 11, 1989
                                                        Abstract Date:
                            Final Permit
                          March 18, 1986
                                EFFLUENT HOOTS  (FINKL)

 PA0009300:   Howes Leather Company,  Inc.

        Pollutants         Outfall     Avg./Max. Limits and Ifriits
                                                                          Mtanitoring
 Flow
                       001,002***:
                                  :279/621   Ib/d   N/A/573/643 mg/1*   tl/w 24 hr conp
BOD-5
 TSS
                                 :405/891
                                                    N/A/821/934
 Ammonia Nitrogen (5/1-10/31)
                                  : 234/467
       N/A/431/540
         Nitrogen (11/1-4/30)
                                  :700/1400
       N/A/1290/NftT
 Oil and Grease
                                  : 16/24
       15/22/30
 Fecal CoLLform (5/1-9/30)
                                  200 per 100 ml (geometric avg.) or   ;l/m   grab
                                   1000 per 100 ml in > 10 % of samples.:
 Fecal Coliform (10/1-4/30)
                                  200000 per 100 ml (geometric avg)   ";l/m   grab
 Hexavalent Chromium
                                  0.06/—    Ib/d  0.055/—/0.138 mg/1*; 1/v 24 hr ccrop
 Total Chromium
                                  :5.4/16.2
  ~   4.98/14.94/—
                                                                       *•
gL
                                  :6.0 - 9.0
                                                                              grab
 Flow
                           003    :0.120A
mgd
                                                                        tl/d
                                  :6.0 - 9.0
                                                                              grab
                         •  	   •	       	
   *Monthly Average/Daily Maxiimmt/Instantaneous Maximum
  **MDnitoring for 002 consists of daily grab samples, except for hexavalent and
    total dhromium which require yearly grab samples.	    '		•-
 ***Sum discharge of both outfalls for the mass units of BOD-5 and NH3-N.

-------
PA0010987:  Tbbyhanna Army Depot/ located in Coolbaugh Township, Pennsylvania, Is In
the Metal Finishing Category (40 CFR 433) and produces discharges from printed circuit
board manufacturing and electroplating processes (SIC 9199 - General Government/ not
elsewhere classified).  Outfall 101 is internal consisting of pretteatei process
wastewater,  and is combined  with sanitary wastewater for a flow of 0.802 mgd before
entering wet weather channel to Tobyhanna Creek at Outfall 001.  001 wasi'originally   ,
treated by bar  screens, primary settling tanks/ trickling filters/ final settling
tanks/ chlorine disinfection/ anaerobic digestion/  and sludge drying beds.  .The sewage
treatment plant has been upgraded/ however/ by renovating the primary clarifiers.
converting trickling filters to biological towers with synthetic media/ installing
sand filters and gravity thickeners/ and enclosing the sludge drying beds.
Pretreatment processes  are not identified.  Outfall 002 is coal pile runoff to
Barney's Lake.   Permit limits on 001 are based on water quality standards.,  Limits on
002 are a BPJ determination  of BPT, and  limits on 101 are based on BAT guidelines for
the metal finishing industry.  Outfall 001 effluent is discharged to a dry stream
normally without the benefit of dilution.  If the effluent causes a health hazard,
additional treatment may be  required by  the Pennsylvania DEEL  A BMP plan is not *
included in  the permit.
Effective Date:   September 28/ 1984
Expiration Dates  September 28, 1989
                .Final Permit
Abstract .Date:  May 29, 1986
                               EFFLUENT LIMITS (FINAL)

PA0010987:  Tbbyhanna Army Depot (Page 1 of 2)        '

       Pollutants         Outfall      Avg./Max. Limits and Units
                Monitoring

Flow
BOD-5
TSS
Ammonia as N (5/1-10/31)
Phosphorous as P
Oil and Grease
Lead
Chlorine Residual
% Removal BOD-5
% Removal TSS
Zinc
-S - . • . , .. .•.-..
001 smonitor only
$201/— Ib/d
$201/~
$120. 4/—
s3.34/ —
slOO.34/—
$0.35/0.70 0.
smonitbr
".
30/60 mg/1*
30/60 " *
18/36 " *
0.5/1.0 ••»• *
15/30 "•*•-•
052/0.104/0.130 itd/1*
. - . •
:85%** -••-:;•••
$85%**
$0.60/1.20 Ib/d 0
Fecal Coliform (10/1-4/30) $ not specified
.,..,-. •.••-.
.09/0.18/0.225 mcr/1*

(5/1-9/30) $200 per 100 ml oeonetric aver, or


CH
Flow
Cadmium
Chromium
Copper
Silver
Nickel
Cyanide (Total} ^
TTO
DH
Flow
TSS(l)
s<1000 per 100 ml
sof samples
$6.0-9.0
101 smonitor only
$0.26/0.69 mcr/1
$1.71/2.77 "
in more than 10%

•-..•.-
.


$2.07/3.38 "
$0.24/0.43 "
$2.38/3.98 "


$0.65/1.20
$— /2.13
$6.0-9.0
002 smonitor only
$35/70 mcT/1



continuous
1/w 8 hr ccrap
n n
n ii
•I ii
" ^grab
" 8 hr comp
1/d grab
1/w 8 hr'eomp
II II :
II II
"--> qrab
II n


1/d "
1/m pump rate
" 8 hr comp
n n
» »
n H
n n
1/V "
grab
1/d "
"***punp rate
, »*** grab

-------
PA0010987:  Tobyhanna Army Depot, located in Coblbaugh TownsMp, Pennsylvania,  is in
the Metal Finishing Category (40 CFR 433) and produces discharges from printed  circuit
board manufacturing and electroplating processes (SIC 9199 - General Governmeait,  not
elsewhere classified).  Outfall 101 is internal consisting of pretreated process
wastewater, and is combined with sanitary wastewater for a flow of 0.802 mgd before
entering wet weather channel to Tobvhanna Creek at Outfall 001.  001 was originally
treated by bar screens, primary settling tanks, trickling filters, final setUlng
tanks, chlorine disinfection, anaerobic digestion, and sludge drying beds.  The sewage
treatment plant has been upgraded, however, by renovating the primary clarifiers,
converting trickling filters to biological towers with synthetic media, installing
sand filters and gravity thickeners, and enclosing the sludge drying,beds.
Pretreatment processes are not identified.  Outfall 002 is coal pile runoff to
Barney's T^V^.  Permit Limits on 001 are based on water quality standardsr Limits on
002 are a HPJ determination of BPT, and limits on 101 are based on BAT guidelines for
the metal finishing industry.  Outfall 001 effluent is discharged to a dry stream
normally without the benefit of dilution.  If the effluent causes a health hazard,
additional treatment may be required by the Pennsylvania DER.  A BMP plan is not
included in the permit.
Effective Date:
Expiration Date:
September 28, 1984
September 28, 1989
Abstract Dates
Filial Permit
May 29, 1986
                                EFFLUENT LIMITS  (FINAL)

PA001Q987:   Tobyhanna Army Depot (Page 2 of 2)

        Pollutants         Outfall     Aver./Max. Limits and Units
                                                       Monitoring

Imnm
Mancranese(l)
PH
















002







~










3.5/7.0 ma/1
2.0/4.0
6.0-9.0

,




• • " 	









l/d***grab
." *** • .«
" *** " ,

' -



•








- .. , ,-U -.. ..;.
*Monthly averaqe/instantaneous maximum; lead and zinc are monthly averacre/claily
itoxiittum/instantaneous maximum. .-....,
**Arith. means of effluent BOD-5 and TSS discharged for 30 consecutive days shall
not exceed 15% of arith. means of influent values for these parameters during
same time period.
***When discharging.
(I) Not applicable to discharge caused by precipitation > 10 yr. 24 hr. storm event
or equivalent snowmelt.

-------
PA0011100:  AT & T Technologies. Inc.,  in Reading,  manufactures semiconductors and
electronic crystals and is in the Electroplating and Metal Finishing Category  (40 CPR
413), as well as the Electrical and Electronic Components Category (40 CFR 469,
Subparts A & B).  Outfall 001 receives wastewater from the industrial waste treatment
plant (0.577 MGD),  non-contact cooling water  (0.010 MOD), boiler blowdown (0.023 MGD),
treated groundwater (500 GPD),  back: wash water (0.16 MGD), water treatment solids
removal unit overflow  (0.074 MGD),  well water (0.087 MGD), and stormwater for a total
of 1.1 MGD discharge to Bernharts Creek.   Outfall 003 discharges npn^contact cooling
water (0.017 MGD)  and  stormwater to the Muhlenberg Township Storm Sewer System.  There
are also three monitoring points: one for the industrial .waste treatment plant (101),
one for the treated effluent from the batch cyanide treatment unit (201), and one for
the groundwater remediation air stripping tower (301).   Wastewater treatment
facilities are comprised of cyanide destruction (batch-alkalinek:hlorination method),
chrome treatment (acid-sulfonation method),  silicon waste treatment  (neutrallzation-
filtration), acid-alkali and regenerant waste (neutralization), combined waste-
terminal treatment (neutralization clarification with sludge dewatering, pH adjust-
ment, monitoring, equalization prior to discharge)  and an air stripping unit to remove
volatile organics from groundwater.  Effluent limitations for  pH, TSS, Beryllium
(Total),  and Phenols (Total)  are derived from the State water quality standards. ""'
Limitations for 1,1,1  Trichloroetharie,  trichloroethylene, and tetrachloroethylene are
based on Best Demonstrated Technology from a statistical  evaluation of the reported
effluent data for each parameter.  All other limitations have been based oh the
applicable guidelines for the Electrical and Electronic Components Category and the
Electroplating and Metal Finishing Category.  A Toxicity Reduction Evaluation must be
performed for Beryllium  (Total) and Phenols (Total).   The permittee is to begin work
on the TRE as of January 1, 1988 and have it completed  as of October .1, 1988.  At this
time, the permit will be modified to incorporate the water quality-based effluent
limitations listed in Part C of the permit.   Total  Beryllium is to be non-detectable
using EPA Test Method  210.2 (AA., furnace) and the Total  Phenols  limits (in mg/1) are
0.020/0.040/0.050 (avg. monthly/max, daily/instant, max.).                       ;
Effective Date:  November 20, 1987
Expiration Date:  November 20, 1992 •
Abstract Date:
    Final Permit
November 8, 1988
                               EFFLUENT LIMITS (FINAL)

PA0011100:  AT & T Technologies, Inc^. (Page 1 of 2)

       Pollutants     _    Outfall      Ava./Max.  Limits* and Units
                    Monitoring
. .- - • . • _ .-••••'--..•'-••'.' •• -'•••'.'
Flow
Temperature
pH
Total Dissolved Solids
TSS**
Beryllium (Total)
Phenols (Total) **
Tin
Benzene
Flow
TSS**
Oil and Grease**
pH
Fluoride**
Cadmium (Total)
Chromium (Total)**
Copper (Total)**
Lead (Total)**
Nickel (Total)**
001 :monitor onlv
: continuous
:110 F instantaneous maximum r
:6.0 - 9.0
: monitor only
: 30/60/75 ma/1
: monitor onlv
•0.050/0. 10/0. 125
: monitor only '
.
- :2/m

•1/m
ma/1 (0.5/0.9 Ib/d) : "
:l/a
n
n
COIHD
• • n
n
n
n
. n . n n
101 : monitor onlv
: 16/32/40 ma/1
:15/— /30 "
:6.0 - 9.0
: 15/27/38 ma/1
:0. 009/0. 025 ma/1
: continuous
:l/w
' •:. : "
:l/d
:2/m
(0.043/0.12 Ib/d) : "
: 0.217/0. 345/0. 54 ma/1 (1.1/1.7 Ib/d) :"
: 0.072/0. 117/0. 18
: 0.015/0. 024/0. 038
: 0.082/0. 14/0. 21
" (0.35/0.56 Ib/d): "
" ( 0.072/0. 12 Ib/d): "
" (0.40/0.67 Ib/d) : "
comp
arat>
n
comp
n
it
n
n
it

-------
PAQ011100:  AT. & T Technologies, Inc., in Reading,  manufactures semiconductors and
electronic crystals and is in the Electroplating and Metal Finishing Category
(40 CFR 413), as well as the Electrical and Electronic Components Category (40 CFR
469, Subparts A & B).  Outfall  001  receives wastewater from the industrial waste
treatment plant  (0.577 MGD), non-contact cooling water (0.010  MGD),  boiler blowdown
(0.023  MGD),  treated groundwater (500 GPD),  back wash water (0.16 MGD),  water
treatment solids removal unit  overflow (0.074 MOD), well water (0.087 MGD), and
stormwater for a total  of 1.1 MGD  discharge to  Bernharts Creek.  Outfall 003
discharges non-contact cooling water (0.017 MGD) and stormwater to the Muhlenberg
Township  Storm Sewer System.  There are also three  monitoring points  (101, 201, 301)
at the facility.   Monitoring point  101 is the industrial waste treatment plant
discharge, which receives semiconductor manufacturing and metal finishing wastewaters.
Point 201 is the treated effluent from the batch cyanide treatment unit, which treats
0.020 MGD of metal cleaning and electroplating wastewater before being discharged to
Monitoring Point 101.  Discharge from the groundwater remediation air stripping tower
is monitored at Monitoring Point 301. Effluent limitations for pH, TSS, Beryllium
(Total),  and Phenols  (Total) are derived from the State water quality standards.
Limitations  for 1,1,1 Trichloroethane, trichloroethylene, and .tetrachloroethylene are
based on Best Demonstrated Technology from a statistical evaluation of the reported
effluent data for each parameter.  All other limitations have been based on the
applicable guidelines for the Electrical and Electronic Components  Category and the
Electroplating and Metal Finishing Category.  A Toxicity Reduction Evaluation must be
performed for Beryllium (Total)  and Phenols (Total).  The permittee is to begin work
on the TRE as of January 1, 1988 and have it completed as of  October  1, 1988.  At this
time, the permit will be modified  to incorporate the water quality-based effluent  :
limitations  listed in Part C of the permit.  Total,Beryllium  is to be non-detectable
using EPA Test Method 210.2 (AJU,  furnace)  and  the Total Phenols limits  (in mg/D - are
0.020/0.040/0.050  (avg. monthly/max,  daily/instant, max.).
Effective Date:  November 20, 1987
Expiration Date:   November 20,  1992
                            Abstract Date:
                                   Final Permit
                               November 8, 1988
                               EFFLUENT LIMITS  (FINAL)

PA0011100:  AT S T Technologies, Inc.  (Page 2 of 2)
       Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Silver  (Total)**
 101   ;0.0083/0.015/0.021 " (0.04/0.072 Ib/d)
Zinc  (Total)**
       :0.05/0.09/0.13
                (0.25/0.44 lb/d);
Total Toxic Oraanics
       !max. daily  1.2 ma/1  (5.8 lb/d)
                                                                              ***
Arsenic  (Total)
       :monitor only
                                ?2/y.	conp
Cyanide**
 201   :0.65/1.2/1.6  ma/1  (0.13/0.20 Ib/dV ;2/m   grab
1,1,1 Trichloroethane**  ;  301    ;0.002/0.004/0.005  mg/1
Trichloroethvlene**
       i0.010/d.020/0.025
Tetrachloroethylene**
       ;0.001/0.002/0.0025
Flow
 003   ;monitor only
                                                                         " estimated
EH_
            - 9.0
                                                                              grab
  *Monthly Average/Daily Maximum
 **Honthly Average/Daily Maximum/Instantaneous Maximum
***Monitoring  for Total Toxic Organics  shall be performed in accordance with the	_
   provisions  noted  in the document entitled; Analytical Methods and Sample	-'
   Collection, Preservation, and  Handling Techniques for the 126 Priority Pollutants.

-------
PA0011371:   The Baldwin Hardware Corporation, in Reading, is invnlwyl .In
manufacture and finishing  of  hardware (SIC 3471) and is in the Metal  Finishing
Category (40 CFR  433).  The facility discharges  approximately 0.4752  MGD via Outfall
001 to the  Schuykill River.  This discharge is comprised of non-contact cooling water
from  ultrasonic cleaning (3000 gpd), air compressors (15,500  gpd), gas heating      -':'
furnaces (20,000 gpd), solvent stills and degreasers  (78,000  gpd), holding tank
overflow (311,200 gpd  of excess  groundwater), and, treated process effluent (47,500
gpd) from the  industrial waste treatment facilities.  Outfall 002 discharges
uncontaminated stormwater runoff and monitoring is not  required.  Two internal
monitoring  points are  located within the facility.  -Monitoring Point  101 is for the
discharge from the process water treatment facilities and Monitoring  Point 201 is
included to monitor Total Dissolved Solids in the cooling water/holding tank overflow
prior  to being  combined with  treated process effluent.  Treatment consists of
wastestream segregation? continuous  chemical  oxidation of cyanide wastes; continuous
chemical reduction of  chromium wastes;  blending  these effluents with  acid and alkaline
wastestreams followed by neutralization, chemical  addition, flocculation, final
settling, and discharge.  Effluent limitations for total chromium, copper, lead,
nickel,  zinc, total cyanide,  and TTO are based on BAT for the Metal Finishing
Category.  Limitations for cadmium and  silver are  water quality-based, oil and grease
are based on Chapter 97, and suspended solids are based on the Delaware River Basin
Commission  regulations (avg.  monthly) and BPT (max. daily).  The limits for pH are
from PaDER  and EPA regulations, and DRBC regulations were used to derive those for
Total  Dissolved Solids.
Effective Date:  June 16, 1987
Expiration Date:   June  16, 1992
                            Abstract Date:
                        Final Permit
                     November 9, 1988
                               EFFLUENT LIMITS (FINAL)

PA0011371:  Baldwin Hardware Corporation  (Page 1 of 2)
       Pollutants
Outfall
Ava.
Limits* and Units
                                                                          Monitoring

Flow
Trichloroethvlene
1,1 Dichloroethylene
Temoerature
Phenols (Total!
Antimony (Total)
Arsenic (Total)
Bervllium (Total)
Selenium (Total)
Thallium (Total)
Acrolein
Acrvlonitrile
Bromoform
Chlorodibromomethane
Dichlorobromomethane
Methyl Bromide
Methvl Chloride
Flow
TSS
Oil and Grease
Cadmium (Total)
Chromium (Total) s
Chromium (Hexavalent) °.
Coooer (Total) -.
Lead (Total) s
Nickel (Total) s
* • -"*-•".'"
001 : monitor onlv
n
n
:110 F **
:monitor only
: " ' • . • , •-••
n
.. • n
: "
. ' n . -
. n

n
: "
:. "•. • . •• • .-, .
. n
: "
101 :"
: 30/60/75 ma/1 (12/24 Ib/d)
:15/—/30 " (6/ " )
: 0. 01/0. 03/~ " (0.004/0.01 Ib/d)
: 1.71/2. 77/4. 28 " (0.68/1.1 " )
:monitor only "
: 2. 07/3. 38/5. 2 ma/1 (0.82/1.34 Ib/d)
:0. 43/0. 69/1.08" (0.17/0.27 " )
: 2. 38/3. 98/5. 95 " (0.94/1.58 " )
• • • - -
;l/w weir
: " arab
» n n
: " , i— s
1 1 /m coirp
• " " n .
m it . r - n
» n ii
. n .n
. ii n
; " grab
• n .11
•I/a "
. n n
. n n
. n n
» n n
; continuous 	
: 1/m comp
: " arab


• . • n n
.11 n
. n n
. n n
_j 	 : 	 : 	

-------
PA0011371:  The Baldwin Hardware Corporation, in Reading, is involved in the
manufacture and finishing  of hardware (SIC 3471) and is in the Metal  Finishing
Category  (40 CFR  433).  The  facility discharges  approximately 0.4752  MGD via Outfall
001 to the  Schuykill River.  This discharge is comprised  of non-contact  cooling water
from ultrasonic  cleaning (3000 gpd), air compressors (15,500 gpd),  gas heating
furnaces  (20,000 gpd), solvent stills and degfeasers  (78,000  gpd),  holding  tank
overflow  (311/200 gpd  of excess  groundwater), and treated process effluent (47,500
gpd) from the  industrial waste treatment facilities.  Outfall 002 discharges
uncontaminated stormwater runoff and monitoring is not required.   Two internal
monitoring  points are  located within the facility.  Monitoring Point  101 ,is for the
discharge from the  process water treatment facilities and Monitoring Point 201 is
included  to monitor Total Dissolved  Solids in the cooling water/holding  tank overflow
prior to  being combined with treated process effluent.  Treatment consists of
was test ream segregation; continuous chemical oxidation of cyanide wastes; continuous
chemical  reduction  of chromium wastes; blending these effluents with acid and alkaline
wastestreams followed by neutralization, chemical addition,  flocculation, final
settling* and  discharge.  Effluent limitations  for  total  chromium, copper, lead,
nickel, zinc,  total cyanide,  and TTO are based on BAT for the Metal Finishing
Category.   Limitations for cadmium and silver are water quality-based, oil and grease
are based on Chapter 97, and suspended solids are based on the Delaware River. Basin
Commission regulations (avg. monthly) and BPT (max. daily).   The  limits for pH are
from PaDER  and EPA  regulations, and  DRBC regulations were used to derive those for
Total Dissolved  Solids.
Effective Date:   June 16,  1987
Expiration  Date:   June 16, 1992
                                                   Abstract Date:
   Final Permit
November 9, 1988
                                EFFLUENT LIMITS (FINAL)

PAQ011371:   Baldwin Hardware Corporation  (Page 2 of 2)

       Pollutants.         Outfall      Avg./Max.  Limits* and Units
                                                                       Monitoring
Silver (TofcaU : 101
Zinc (Total) "
Cvanidg (Total) 	 ;
Total Toxic Organics :
Total Dissolved Solids ;
pg 	 j_
Total Dissolved Solids ; 201

.
*
.
.
.
.
.
.
.
•
: 0.005/0. 009/0. 013 " (0.002/0.004 " )
': 1.48/2. 61/3.7 " (0.59/1.03 " V
: 0.65/1. 20/1. 63 n (0.26/0.48 n )
:— /2.13/— 'ma/1
: 1000/2000/2500 " (396/792 Ib/d)
:6.0 - 9.0
: monitor on.lv
.
.
.
.
.
.

.
.
.
•
l/a_
I/IB
n
1/v
1/m
l/d
l/m



—







comp
n
n
*** "". •
comp
arab
"











   *Monthly Average/Daily Maximum/Instantaneous Maximum
  **Discharge shall not cause a rise of stream temperature when ambient stream
    temperature is 87 F or above; nor cause more than a 5 F rise above ambient
^^HP^/N^i. ^ T ^- *  •• *-*^-*»  •*•• •»»»—— ^-.,~— — — —-^	^	  — - j-. — - -  -. , -^-          —.	.	 --
temperature  until  stream temperature reaches 87  F  ;  nor gause a change of stream

temperature  by  more than 2 F during  any one-hour period,
.**_._ * J_ ^. ^« £ ._ __ ^**. _^  III 1 V^ nl«.«^n T  t-.^-V •! *^ •^^^^^^^^X^'^SVNy^^ T.T-t 4" V\ 4"!^^ /R^V*1 IT
    «_ V-l I y-~-l.l-H-•_>!.— t^J 4IIV^».— «-t««^n . ^_<.	">"-—"71	~-J T-	*	J       , . . -1  J	i	-i  . .  1
 ***Monitoring for TTO shall be in accordance with the document entitled; Analytical.
    Methods and Sample Collectionr Preservation, and Handling Techniques for the 126.
    Priority Pollutants.

-------
PA0011894;  American Olean Tile Company,  Inc., located in the borough of Lansdale,
manufactures ceramic tile  and is in the Clay, Gypsum, Refractory, and Ceramic
Products Category  (40 CFR  451).   During peak daily flow,  approximately 0.2 M33 of
treated process wastewater is discharged via Outfall 001 to an unnamed tributary of
the West Branch of Neshaminy Creek.  The current treatment system consists of a
clarifier, a series of four settling ponds, and chlorination.   Sodium hydroxide is
added to the first pond and chlorine is added to the fourth pond.  Sludge is  dewatered
through a straight-line filter press, dried by a .Wyssmont Dryer and either landfilled
or recycled,  The results of a Toxicity Reduction Evaluation showed a problem with
copper and zinc.   To correct this problem, the permittee is constructing an additional
treatment system consisting of  pH adjustment (using caustic soda), flocculation (with
polymer addition), clarification, multi-media filtration and final jaH adjustment
(using acid addition). A new sludge thickener and filter, press will also be  added to
handle the additional sludge. Once construction  is completed  the discharge will be
rerouted to Outfall 002.   The permit contains limits for Outfall 001 (before
construction) and Outfall 002 (after construction).  Permit  limits are water  quality-
based limitations.
Effective Date:  May 6, 1988
Expiration Date:  May 6, ,1992

                               EFFLUENT LIMITS (FINAL)

PAQ011894:  American Olean Tile Company, Inc.
                            Abstract Date:
                                  Final Permit
                               November 9, 1988
       Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow
Suspended Solids *
Zinc (Total)
Copper (Total)
Cadmium (Total)
Lead (Ttotal)
Barium JTotal)
PH
Flow. , ."....;.
Suspended Solids
Zinc (Total)
Copper (Total
Cadmium (Tota. .)
Lead (Total)
Barium ( Total V
PH







•


001



"

.
• .

002











-'*


.


monitor only
30/60/75 mg/1 (16.5/33 Ibs/d)
monitor only . ,
II
" - ----'„
ii
- -
" • . .-," ;
6.0 - 9.0
monitor only
30/60/75 mg/l (16.5/33 Ibs/d)
0.13/0.26/0.33 mg/1 (0.08/0.17 Ib/d)
0.035/0.07/0.088 " (0.02/0.05 Ib/d)
0.0025/0.005/0.0063 " (0.002/0.003 ")
0.05/0.1/0.13 mg/1 (0.03/0.07 Ib/d)
1.0/2.0/2.5 " (0.65/1.3 Ib/d)
6.0 - 9.0



-
.



•
1

continuous
1/w comp
1/m "
H . It
II II
tl tl
II II
1/d grab
continuous
1/w comp
1/m '
ii i
ii t
II i
II I
1/d grab










 *Monthly Average/Daily Maximum/Instantaneous Maximum

-------
PAQ012637:  BP Oil, Inc.,  is an oil refinery (SIC 2911)  located in Marcus Book
Borough/ Pennsylvania.  The facility produces motor gasoline, jet and diesel fuel,
home heating oil, residual fuel, and a variety of lube oils in the Petroleum
Refining Category (40 CER 419).   Discharges from the refinery to Marcus Hook Creek
consist of:  Outfall 201, industrial wastewaters from the  treatment plant (3.1 mgd),
treated by an API separator/ pressure sand filtration/ equalization, rotating
biological contactors/ and clarification/ with sludge treated by a filter press;
Outfall 101, the Marcus Hook Guard Basin (77 mgd)/  treated  by oil skimming and
settling; and Outfalls 003-005/ untreated stormwater runoff.  Four discharges are to
ya-rmig Hook Creek;  Outfall 002/ the Stony Creek Guard Basin (33 mgd) treated by
oil skimming and settling. Outfalls 006 and 007 consisting of untreated stormwater
runoff, and Outfall 008 consisting of both stormwater runoff and steam trap
candensate.  Outfalls 002, and 006-008 are to Stony Creek.   Outfall  001 is the
combination at Outfalls 101 and  201.  Both creeks are tidal tributaries to the
Delaware Estuary-Zone 4.  Limitations are based on a combination of DRBC and
Pennsylvania PER regulations, and BCT(=BPT)/BflT effluent guidelines.  A 316a variance
was granted on February 15, 1983/ for the heat rejection rate,  The  permit requires
compliance with  dry weather discharge limitations for Outfall 201 as calculated by the
total mass from  the WWTP less the mass due to stormwater treated at the plant and the
mass due to river water.  BP Oil is to conduct an analysis for total and hexavalent
chromium.  The permit does not  include a BMP plan  or biomonitoring requireroants.
Effective Date:  June 28, 1985
Amended Date:  December 6, 1985
Expiration Date:  June 28, 1990
                    Final Permit

Abstract Date:  February 6, 1986
                               EFFLUENT LIMITS (FINAL)

PA0012637:  BP Oil,  Inc.  (page 1 of 2)

       Pollutants         Outfall      Avq./Max. Limits and Units
                    Mcanitoring
: : :
Flow
Oil and Grease
Total Orqanic Carixna (ne
Temjoerature
Heat Reiection Rate
Heat Reiection Rate
T«

Flew
BOD-5
BOD-5 % Removal
First Stage Oxygen Demanc
TSS
TSS % Removal
Oil & Grease
COD

101,002 :report
: 15/30* it«5/l • •.
) :— /5.0
:— /110 F*
(101) :— /3.6X10E9 BTU/hr
(002) :— /1.8X10E9 "
:6.0 - 9.0







:l/d estimate ,
: 1/w 3grab/24hr
s " 24 hr camp
: continuous
:l/d calculated

:l/w grab
• " . J '
• •.,.-. • -
201*** :report
: 1238/2228 Ib/d
:89.25%/~
:1800/— Ib/d
: 990/1533
•85%/ —
: 360/675
:8643/16656
•
*Monthly average/instantaneous maximum.

(48/86 mg/l**l

(70/~ mcj/1**)
(38/59 " **)

(15/30 mq/1**)
(334/644 " **}


**Equivalent concentrations based on 3.1 mgd flow, but not included
***Dry weather limits.

: continuous
:2/w 24 hr camp
: " calculated
:2/m 24 hr camp
:2/w
: " calculated
: " 3qrab/24hr
: " 24 hr camp
:

in permit.


-------
PA0012637:  BP Oil, Inc., is an oil refinery  (SIC 2911) located in Marcus Hook
Borough, Pennsylvania.  3he facility produces motor gasoline, jet and diesel fuel,
home heating oil, residual fuel, and a variety of lube oils in the Petroleum
Refining Category (40 CER 419).  Discharges from the refinery to Marcus Hook Creek  ,
consist of:  Outfall 201, industrial wastewaters from the treatment plant (3.1 ragd)v
treated by an API separator, pressure sand filtration, equalization, rotating
biological contactors, and clarification, with sludge treated by a filter press;
Outfall 101, the Marcus Hook Guard Basin  (77 mgd), treated by oil skirnmjung and
settling; and Outfalls 003-005, untreated stormwater runoff.  Four discharges are to
Marcus Hook Creek;  Outfall 002, the Stony Creek Guard Basin (33 mgd) treated by
oil skimming and settling, Outfalls 006 and 007 consisting of untreated stormwater
runoff, and Outfall 008 consisting of both stormwater runoff and steam trap
condensate.  Outfalls 002, and 006-008 are to Stony Creek.  Outfall 001 is the
combination at Outfalls 101 and 201.  Both creeks are tidal tributaries to the
Delaware Estuary-Zone 4.  Limitations are based on a combination of DRBC and
Pennsylvania PER regulations, and BCT(=BPT)/BAT effluent guidelines.  A 316a variance
was granted on February 15, 1983, for the heat rejection, rate.  The permit requires
compliance with dry weather discharge limitations for Outfall 201 as calculated by the
total mass from the WWTP less the mass due to stormwater treated at the plant and the
mass due to river water.  BP Oil is to conduct an analysis for total and hexavalent
chromium.  The permit does not include a  BMP plan or biomonitoring requirements.
Effective Date:  June 28, 1985
Amended Date:  December 6, 1985
Expiration Date:  June 28, 1990
                                                Final Permit

                            Abstract Date:  February 6, 1986
                               EFFLUENT LIMITS  (FINAL)
PA0012637:  BP Oil, Inc.  (page 2 of 2)
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring

Anirionia as N
Phenols (4AAP)
Sulfide
Hexavalent Chromium
Total Chromium
pH
Flow
Total Organic Carbon
Oil and Grease
pH
Temperature
•

. ... .
(cont.): 675/1486 Ib/d
:6. 85/16. 7 "
:6. 53/14. 63 "
:0. 658/1. 482 "
:8. 08/23. 16
:6.0 - 9.0
003, 004^: report
005,006,: "
007,008 : "
:6.0 - 9.0
008 :— /110 F*
: " • - ' .
:

35/— * mg/1
(0.26/0.65 ircj/1**)
(0.25/0.57 " **)
(0.025/0.057 " **)
(0.31/0.90 " **)








• • .
: " 24 hr ccirp
• M H -
• ' .
.H «
•
:l/d grab
:l/6nos (1) est
: " (l)grab
: " (1) "
: " (2-) qrab
:l/m (2)i-s****
:
:
    *Average monthly/ins-tantaneous maxiinum.
  **Eguivalent concentrations based on 3.1 mgd flow, but not included in permit.
 ***Dry weather limits.
                       		
****3jnmersion stabiliza'tion; a calibrated device is immersed until the reading is
    stabilized.          	    •'"--.     '   '         ' - 	        •
(l)While discharging.	•' • •'- --:;:-  .	-.   '.
(2)Condensate from steam trap and storm system.  	    , -  -.    '      .".••.,

-------
EA0044920:  Lehighton Electronics, Inc.  in Lehighton,  Pennsylvania,  is a manufacturer
of printed circuit boards involving such processes as film processing/ drilling,
electroplating, mechanical  profiling and inspecting (SIC 3679).   Outfall 001
discharges process rinsewater, stripper water and cleanup wastewater at a rate of
0.012 mgd to Mahoning Creek.  Treatment of the wastewater is by chemical
precipitation, both slow and rapid sand filtration, neutralization,  and amitvdnia
stripping.  Sludge is treated by gravity thickening and on drying beds before
landfilling off-site.  The  facility is in the Metal Finishing Category (40 CFR 433)"
and effluent limitations for cadmium, chromium,  lead, nickel, silver, cyanide and TTO
are based on BAT guidelines in this category.   Oil and grease and copper are limited
by water quality standards  which are more stringent than BAT limits for these    .
parameters.  Limitations on tin, ammonia, and phenols are also based on water quality
standards.  Limits on TSS and zinc are more stringent than EPT/BAT guidelines or
water quality standards.  Biomonitoring requirements and a BMP Plan are not included
in the permit.                                                         .
Effective Date:  July 23, 1984
Expiration Date;  July 23, .1989
Abstract Date:
  Final Permit
April 29, 1985
                               EFFLUENT LIMITS (FINAL)

PA0044920:  Lehighton Electronics, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                  Monitoring

Flow
Oil and Grease
TSS
Cadmium
Chrcmium
Copper
Lead
Nickel
Silver
Zinc
Cyanide
TTO
NH3-N
Phenols
Tin
pH








•
•
001 : report
: 15/30*
: 20/40
:0. 26/0. 69
:1. 71/2. 77
:0. 09/0. 18
:0. 43/0. 69
:2. 38/3. 98
:0. 24/0. 43
:0. 20/0. 40
:0. 65/1. 20
:— /2.13
:2. 0/4.0
: 0.045/0. 09
:0. 14/0. 28
:6.0 - 9.0
:
:
:
j
:
:
:
:


mcr/1
11
ii
n
Ib/d 0.9/1.80 mg/1
mcf/1
it
It
It
It
It
3Vd 20/40 mg/1
0.45/0.9
1.4/2.8

.


•

.

1 .

1/d
1/m
n
'* ,
n
n
it
n
n
n
M
1/y
1/m
it
ti
1/d







i


gi
24 hr
It
tt
it
11
11
t it
II
It
11
24 hr
II
n
gral







- „ » \



ocnp



• ',





coup


3







;•• '. •! "
 *Instantaneous maximum

-------
PR0021407:  Syntex  (F.P.) Inc., located in Himacao, Puerto Rico,  manufactures oral
contraceptives, anti-inflammatory tablets, and a product called Kato, which is a
powder for use by humans with low potassium percentages in their blood (SIC 2834).
The plant operations place the facility in the Pharmaceutical Manufacturing Category
(40 CER 439).   A discharge  consisting of process  and  sanitary wastewaters and cooling
water is treated with activated sludge, sedimentation, and disinfection before
entering Palmarejo  Creek at Outfall  001 (0.0244 mgd).  After receiving aerobic
digestion, sludge is trucked to a landfill for disposal.  Stormwater runoff is
discharged directly to the creek without treatment at Outfall 002.  The permit
limitations are  based on water equality  standards.  Duplicate and spiked samples must
be run for each pollutant analyzed for permit compliance on 5% of the samples or at
least on one sample per month, whichever is greater,  for monitoring quality assurance
purposes.  The permittee or the contracted lab is required to analyze annually a
quality control reference sample for each pollutant,  available from an EPA Region II
Quality Assurance Coordinator. The permit does not require biomonitoring procedures
or the submittal of a BMP  plan.                                •
Effective Date:
Expiration Date:
April 1, 1984
April 1, 1989
                   Abstract Date:
Final Permit
May 23, 1986
                               EFFLUENT LIMITS (FINftL)
PR0021407:  Syntex (F.P.) Inc. (Page 1 of 2)
       Pollutants
        Outfall
Avg./Max. Limits and Units
Monitoring
.
Flow
BOD-5
TSS
COD***
Total Coliform
Fecal Coliform
Residual Chlorine
Color
Turbidity
Dissolved Oxygen
TDS
Chlorides
Nitrate plus Nitrite (as
Total Phosphorous
Oil and Grease
Settleable Solids

Temperature
Arsenic
Barium
Boron
Cadmium
Chromium (Hexavalent)
Chromium (Total)
Copper
:
001



001, 002







N)













—70.030 mgd
—730 mg/1
— /60
— /188
— /10000 per 100 ml
2000/80% < 4000 per 100 ml
— /0.5
— 710. 0 Pt/CO units
—/SO NTU
> 5.0 mg/1 ,
— 7500 "
— /250 "
— /10.0
— /l.O
10.0/15.0 "
Not to cause deposition inL or be
deleterious to, the receiving water.
__/94 F
— /0.050 mcr/1
—/l.O
—/l.O
— /0.005
— /0.05
—70.05
— /0.04 "
•
•
: continuous
:2/m comp
.11 M
.11 H
• .1
:l/m grab
« H H
•
:l/d
:2/m
• II M
• - '
:l/d
:2/m "
:l/m
:2/m
• 11 It
•
• It (I
• .
:l/d
*
•
* II II
•
: 1/m comp
• ll ll
»
:not required
:l/m comp
mot required
.11 M
.
:l/m comp
  *Daily average/daily maximum.
 **Monitoring is not required for Outfall 002.
***Influent and effluent monitoring required.

-------
PR0021407:  Syntex  (F.P.) Inc.f located in Kimacao, Puerto Rico, nenufactures oral
cxHitxaceptives, anti-inflartmatory tablets, and a product called Kato,, which is a
powder for use by humans with low potassium percentages in their blood (SIC 2834).
She plant operations place the facility in the Pharmaceutical Manufacturing Category
(40 CFR 439).  A discharge consisting of process and sanitary wastewaters ard cooling
water is treated with activated sludge, sedimentation, and disinfection before
entering Palmarejo Creek at Outfall 001 (0.0244 mgd).  After receiving aerobic
digestion, sludge is trucked to a landfill for disposal.  Stortnwater runoff is
discharged directly to the creek without treatment at Outfall 002.  The permit
limitations are based on water quality standards.  Duplicate and spiked samples must
be run for each pollutant analyzed for permit compliance on 5% of the samples or at
least on one sample per month, whichever is greater, for monitoring quality assurance
purposes.  The permittee or the contracted lab is required to analyze annually a
quality control reference sample for each pollutant, available from an EPA Flegion II
Quality Assurance Coordinator.  The permit does not require biomonitoring pi:ocedures
or the submittal of a BMP plan.
Effective Date:
Expiration Date:
April 1, 1984
April 1, 1989
                   Abstract Date:
Filial Permit
May 23, 1986
                               EFFLUENT LIMITS (FINftL)
PR0021407:  Syntex  (F.P.) Inc.  (Page 2 of 2)
       Pollutants
        Outfall
Avg./Max. Limits and Units
Monitoring

Cyanide
Detergents (MBAS***)
Fluoride
Iron
Lead
Mercury-
Phenolic Substances
Selenium
Silver
Sulfide
Sulfate
Zinc
pH
:




.





001, 002
cont.




















•

.

— 70.20 mg/
—70.100
—70.70
—70.30
—70.05
—70.001
—70.001
—70.01
—70.002
—70.002
—7250
—70.050
6.9-9.0












a
I
1
I .
I • •
I
I • -
I
1 .
. - • • -

I
•
'
-
. -


• • •

.
•
.
-

•

not required
1/m comp
not required
1/m comp
it _ M
ii n
H n
not required
n n
n n
n ii
1/m , comp "
1/d grab






'




  *Daily average/daily maximum.
 **Monitoring is not required for Outfall 002.
***Methylene Blue Active Substances.

-------
PR0023329:  Caribbean Refrescos, Inc., a subsidiary of the Coca-Cola Co.,- is located
in Cidra, Puerto Ri.  The facility is in the Miscellaneous Food and Beverage
Processing Category  (40 CER 438) and manufactures syrups and concentrate products for
carbonated beverages (SIC 2087).  A single discharge consisting of process and
sanitary wastewaters (0.025 mgd) is from Outfall 001 to Treasure Valley Creek, a
tributary of Cidra Lake.  Wastewaters receive biological treatment followed by
chemical coagulation, chlorine  oxidation, and carbon adsorption.  Approximately 400
gpd of aerobic sludge is sent off-site for disposal.  The discharge is considered to
be temporary; wastewaters will be routed to a nearby POTW when constructed by the
P. R.  Aqueduct and Sewer Authority. Permit limitations are based on a combination of
water quality standards, BPJ, and  treatment technology considerations.  Duplicate and
spiked samples must  be  run on  5% of the  samples or on  at least one sample per month,
whichever is  greater, for monitoring quality assurance purposes.  Once a year the
permittee or  his  contract lab must analyze reference samples for each pollutant
supplied by Region II.  An SPCC plan is required by 1/1/85.   Pie permit contains no
biononitoring requirements, but has a standard reopener clause for toxic pollutants.
Effective Date:
Expiration Date:
 November 1,  1984
October 31,  1989
Abstract Date:
Final Report
May 23, 1986
                               EFFLUENT LIMITS (FINAL)

PR0023329:   Caribbean Refrescos,  Inc.  (Page 1 of 2)

       Pollutants         Outfall      Avg./Max. Limits* and Units
                                                         Monitoring

Flow
BOD-5
TSS
Dissolved Oxygen
Fecal Coliform (MPN/lOOm]
Total Coliform "
Residual Chlorine
Color
Turbidity
TDS
Chlorides
Nitrate + Nitrate (as NL
Total Phosphorous
Oil and Grease
Settleable Solids

Temperature
Arsenic
Barium
Boron
Cadmium
Chromium, Hexavalent
Chromium, Total
Copper


. 8 ...' ".' . ' ••'-.-•'- ' ' .,8 '
001 :— /0.035 mgd
s— /20 mcr/1
: continuous
:l/m comp
8— /20 " 8 "
:> 5.0
) : 2000/80%, samples < 4000
:— /10000
:— /0.5 mcr/1
•

•
-
-
-




.
• .
L


-


.

— /10 Pt/Co S.U.
— /50 NTU
— /500 mci/1
:l/d grab
:l/m "
. „
:l/d "
:2/m
• I* , It
• It tl
•
— /250 -••.". , :l/m
— /10 "
—/i.o ..»..••
10/15
Not to cause deposition in or be
deleterious to the receiving water.
	 /94 F**
— /0.05 mcr/1
—/l.O "
,lt H
* It 11
* . •
:2/m "
:l/d "
:
:i/d grab
sl/m comp
: composite
—/l.O " : "••'..
— /0.005 "
— /0.05
:l/m comp
:composite
— /0.05 " : "
— /0.04 "
:l/m comp
•'.•"--'':
• . . • .
  *Daily average/daily maximum.
 **Discharge not to increase temperature more than 5 F above ambient.

-------
PR0023329:  Caribbean Refrescos, Inc*, a subsidiary of the Coca-Cola Co.,  is located
in Cidra, Puerto Rico.  The facility is in the Miscellaneous Food and Beverage
Processing Category  (40 CFR 438) and manufactures syrups and concentrate products for
carbonated beverages (SIC 2087).  A single discharge consisting of process and
sanitary wastewaters (0.025 mgd) is from Outfall 001 to Treasure Valley Creek, a
tributary of Cidra Lake.  Wastewaters receive biological treatment followed by
chemical coagulation,, chlorine oxidation, and carbon adsorption.  Approximately 400
gpd of aerobic sludge is sent off-site for disposal.  The discharge is considered to
be temporary; wastewaters will be routed to a nearby POTW vrtien constructed by the
P. R. Aqueduct and Sewer Authority.  Permit limitations are based on a combination of
v?ater quality staiyfarrte, BPJ, and treatment technology considerations.  Duplicate and
spiked samples must be run on 5% of the samples or on at least one sample per month,
whichever is greater, for monitoring quality assurance purposes.  Once a year the
permittee or his contract lab must analyze reference samples for each pollutant
supplied by Region II.  An SPCC plan is required by 1/1/85.  The permit contains no
biomonitoring requirements, but has a standard reopener clause for toxic pollutants.
Effective Date:
Expiration Date:
                 November 1, 1984
                 October 31/ 1989
Abstract Date:
Final Report
May 23, 1986
                               EFFLUENT LIMITS (FINAL)

PR0023329:  Caribbean Refrescos, Inc.  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits* and Units
                                                                         Sfonitoring

Cyanide OC
Detergents**
Fluoride
Iron
Lead
Marcury
Phenolic Substances
Selenium
Silver
Sulfide
Sulfate
Zinc
PH













1 (cent)


"
-









•
.










•
— /0.20
— /0.100 itcr/1
— /0.70 « • . •
— /0.30 "
— /0.05
— /0.001 "
— /0.001 »
—/0.01
— /0.002
— /0.002 "
— /250
— /0.05 "
6 . 0-9 .0
' *
•
.




•






composite .
1/m comp
II II .

II tt
" "
tt II
tt It
II li .
II It
II it
II II
1/cl grab












*|>.5-ly
                      maximum.
 **Methylene blue active substances.

-------
PR0023451;  The Warner-Lambert,  Inc. plant in Vega Baja, P.R.,  (25  miles west of San
Juan coast) is in the Pharmaceutical Manufacturing Category (40 CFR 439) and produces
pharmaceutical preparations  (SIC 2834) and confectionary products  (SIC  2065).  The
plant discharges 0.175 MGD of cooling tower blowdown,  boiler blowdown, sanitary and
process wastewaters  through  Outfall 001 to a drainage ditch that empties into the Rio
Cibuco.  The wastewater treatment system consists of activated sludge, sedimentation.
sand filtration, carbon adsorption, reverse osmosis,  and disinfection using chlorine.
Effluent limitations for BOD,-TSS,  and COD are based on' a BPJ  determination of BAT arid
BCT reflecting the previous permit.  Past performance data was used to make a BPJ
determination of BAT for chloroform and methylene chloride.  The remaining  limitations
are based on the Puerto Rico Environmental Quality Board's water quality standards.
For a period of one year, quarterly: acute static renewal toxicity tests are to be
conducted, using the silverside,  Menidia. and the mysid, Mysidopsis bahia.   Test
results are to be expressed in terms of a  48-hour LC50 and these will be reviewed by
the Environmental Quality Board.   Based on this review,  the Regional Administrator may
require additional toxicity tests,  including chronic tests  and toxicity/treatability
studies, as well as imposing toxicity  limits.  The permittee is also required to
submit a BMP within two months,  complete the BMP systems design within four months,
and start construction within six months.  Construction must be completed one year
from the effective date of the permit.
Effective Date:
Expiration Date:
December 1, 1988
November 30, 1993
Abstract Date:
    Final Permit
November 4, 1988
                               EFFLUENT LIMITS (FINAL)
PR0023451:  Warner-Lambert, Inc. (Page 1 of 2)
, , Pollutants . Outfall Ava./Max. Limits* and Units
Flow •- 001 :— 70.175 mad
BOD-5
TSS
COD
Dissolved Oxvaen
Total Coliform (MPN/100 r
Fecal Coliforms "
Residual Chlorine
PH
Color
Turbidity
Total Dissolved Solids
Chlorides
Nitrate + Nitrite as N
Total Phosohorus
Oil and Grease
Settleable Solids
Temperature
. ._-.
Arsenic
Cadmium
Hexavalent Chromium
Tota.. Chromium
Copper
Cvanide
Deteraents
Sulfate
Zinc
Lead
Mercury
:—/10 ma/1'
:40/80 "
.•220/360 "
:not less than 5.0 ma/1
nl) :—/10.000
: 2000/80% samDles <4000
:— /500 ua/1
:6.0 - 9.0
:— /10 (Pt/Co SU)
: — /50 NTU
:— /500 ma/1
:— /250
:— /10
:— /l.O "
: 10/15 "
:no deposition or deleterious effects
: — /34.5 C (95 F) rate of increase not
:to exceed 1 F/hr and 5 F/24 hr
:— /50 ua/1
:— /5.0 "
:— /50 "
: — /50 "
:— /40 "
:— /200 "
:— /100 "
:—/250 ma/1
:— /50 ua/1
:— /50 "
:— /l.O "
Monitoring
continuous
:l/m comp
:l/d arab
il'/m "
.11 n
. n n
. n n
:l/d "
. n n
:l/m "
. n n
. n n
. n n
. n n
. n n
:2/m "
:l/d "
. n n
•
:l/m "
. n n
. n ii
. n n
. n n
.it n
.11 n
. n n
. n n
. n n
* — n 	 n 	
•

-------
PR0023451:  The Warner-Lambert.  Inc. plant in Vega Baja, P.R.,  (25 miles west of San
Juan coast) is in the Pharmaceutical Manufacturing Category (40 CFR 439) and produces
pharmaceutical preparations  (SIC 2834) and confectionary products (SIC  2065).  The
plant discharges 0.175 MGD of cooling tower blowdown,  boiler blowdown, sanitary and
process wastewaters  through  Outfall 001  to a drainage ditch that empties into the Bio
Cibuco.  The wastewater treatment system consists of activated sludge, sedimentation,
sandL filtration, carbon adsorption, reverse osmosis,  and disinfection using chlorine.
Effluent limitations for  BCD, TSS, and COD are based on a E&L determination of BAT and
BCT reflecting the previous permit.  Past performance data was used to make a B£I
determination of BAT for chloroform and methylene chloride.  The remaining limitations
are based  on the Puerto Rico Environmental Quality Board's water quality standards.
For a period of one  year, quarterly acute static renewal toxicity tests are to be
conducted, using the silverside, Menidia, and the mysid, Mysidopsis bjahla,  Test
results are to be expressed in  terms of a 48-hour LC50 and these will be reviewed by
the Environmental Quality Board.  Based  on this review, the Regional Administrator may
require additional toxicity tests, including chronic tests and toxicity/treatability
studies, as well as  imposing toxicity limits.  The permittee is also required to
submit a ME. within two months, complete the; BMP systems design within  four months,
and start  construction within  six months.  Construction must be completed one year
from the effective date of the permit.
Effective Date:
Expiration Date:
December 1, 1988
November 30, 1993
                                                      Abstract Date:
    Final Permit
November 4, 1988
                               EFFLUENT LIMITS  (FINAL)
PR0023451:  Warner-Lambert, Inc. (Page 2 of 2)

       Pollutants,
Phenolics
                          Outfall     Avg./Max. Limits* and Units
                           001   t—71.Q  ua/1	
                                                        Monitoring
                                                      1/rn  grab 	
 Selenium
                  -710
Silver
                  -72.0
Chloroform
                  •7200
Methylene Chloride
                  •7200
  * Daily average/Daily maximum

-------
RJ0001139;  Bostitch - Stanley, in East Greenwich, manufactures hand staplers,
staples, tools for driving metal fasteners, nails, and corrugated fasteners (SIC 3315,
3544, 3579, 3549).   This facility is in the Metal Finishing Category  (40 CFR  433).
Approximately 63,000 gpd of non-contact cooling water from compressors and air       •
conditioners, and stormwater runoff is discharged untreated to Mawney Brook via
Outfall 001. Outfall 002 discharges 45,000 gpd of rinse water from metal finishing
operations, non-contact cooling water, and stormwater runoff  into Fry Brook.  The
discharge from Outfall 002 undergoes pjf adjustment and sedimentation before being
released.  Effluent limitations are based on State water quality regulations.   The
compliance order that accompanies the permit, requires the permittee to either tie-in
its process wastestream to the Town of East Greenwich public sewers or to meet the
final effluent limitations by July 1, 1988.   Two sets of static or. flow-through acute
toxicity tests are required for Outfall 002,  using either Daphnia magna or Daphnia
pulex and fathead minnows.  The first set of tests is to be conducted during the
second quarter of 1987 and the second set shall be conducted during the fourth quarter
of 1987.  A No Observed Acute Effect Level (NOAEL)  and an LC50 are to be reported.
Semi-annual priority pollutant scans must be performed on a portion of the sample that
was used for the toxicity tests.  The permit  may be reopened should the results and
the opinion of the State warrant it.                                                 .
Effective Date:  August 30, 1986
Expiration Date:  July 31, 1991
               Abstract Date:
    Final Permit
January 12, 1989
                               EFFLUENT LIMITS (FINAL)
RI0001139:  Stanley-Bostitch

       Pollutants         Outfall
Avg./Max. Limits and Units
    Monitoring

Flow
Temperature
pH
INTERIM LIMITS EFFECTIVE
Flow
TSS
Chromium
Copper
Zinc
Nickel
Surfactants
1 , 1 , 1— Tr ichloroethane
pH
FINAL LIMITS EFFECTIVE J{
Flow
TSS
Chromium
Copper
Zinc
Nickel
Surfactants
1,1, l— Tr ichloroethane
pH
.
'• ~ t ' • • •
001 :63,000 GPD (Max. Daily)
:—/80 F
:6.0 - 8.5 :
UNTIL JUNE 30; 1988
002 :45.000 GPD (Max. Daily)
':20/30 '-•'•; ma/1
:0. 1/0.2 "...
:0. 05/0.1 "
:0.5/0.8 "'....-..
:0. 125/0. 25 ."
:0. 5/1.0 "
:0. 05/0. 09 "
:6.0 - 8.5
JLY 1, 1988
002 : 45. 000 , GPD (Max. Daily)
:20/30 mg/1
:0. 042/0. 2 "
: 0.0058/0. 0084 "
:0. 047/0. 18 "
: 0.056/0. 125 "
:0. 5/1.0 "
: — /0.09 it
:6.0 - 8.5

continuous
1/q grab (1)
" grab (2)

continuous
1/m 24-hr comp
n n
n n
n n
n n
n n
I/a grab
1/m " (2)

continuous
2/m 24-hr comp
n n
n .-".•-••
n n
n , n
it n
1/q ^iT^
1/m " (2)
: • '•-.•'..: " ' •" •
fl) Maximum of 8 grabs.
(2) Range of 8 grabs.

-------
RI0001180:  GTE Products Corp. of Central Falls, Rhode Island, manufactures blown
glassware, lamp envelopes, -vacuum bottle liners and decorating fixtures (SIC 3229) in
the Glass Manufacturing Category (40 CFR 426).  A single discharge consisting of
cooling and process waters is from Outfall 001 to the Blackstone River.  Treatment of
the wastewater is not described in the facility's permit and/or fact sheets.  Permit
limitations are based on State water quality  regulations.  Specific pollutants will be
monitored for one year after which time  a review of the data may result in a  sampling
schedule alteration and/or the addition of limits. A schedule of compliance  requires
the submittal of  an engineering  study to reduce fluoride in Outfall 001 wastewaters by
5/18/86.  Two sets of bioassays, the first submitted by 7/15/86  and the second by
1/15/87, will be conducted to determine  the acute effluent toxicity (if any)  to water
fleas and fathead minnows  for a duration of 48 and 96 hours, respectively. The tests
will be for the determination of 90% survival and LC50, and may be static unless a
loss of dissolved oxygen due to high BOD warrants the use of replacement or flow-
through procedures.  A portion of each sample used for the toxicity testing will be
analyzed for priority pollutants as listed in 40 CER 122, Appendix D, Tables II & III
The above procedures reflect requirements established in the State's Water (Duality
Regulations for Vfeter Pollution Control  (1984), Appendix C.
Effective Date:
Expiration Date;
February 18, 1986
February 18, 1991
               Final Permit
Abstract Date:  May 9, 1986
                               EFFLUENT LIMITS (FINWLi)

RI0001180:  GTE Products Corp.

       Pollutants         Outfall
                     Avg./Max. Limits and Ifaits
               Monitoring
Flow
Flow (WWEP Only)
T3S
Fluoride
Oil and Grease
Ifexavalent Chromium
Total Chromium
Silver
Lead
Temperature
PH
Arsenic/ Msrcury, Zinc,
N-Nitrosodiphenylamine ,
Bis (2-ethylhexyl)
phthalate
Chloroform, Benzene,
Toluene, 1,1,1,-
Trichloroethane ,
Trichloroethylene



001 :0.9/— mqd
:report
: 130/230 Ib/d
:50/87
:50/100 " ...
:0. 05/0. 10 mg/1
:report ,
:0. 05/0. 10 mg/1
:0. 05/0. 10
: report
:6.0-8.5
:monitor
: _ '
•
•
•
*
tmonitor
: "
:
:
;
•
:
continuous
n
2/m comp
•n it
" **
" grab*
" comp*
n M *
ti n ^
" **
•I **
1/q 24 hr comp



1/q grab





:
 *Before dilution with cooling water.
**0il and Grease—average of 8 grabs; temperature—maximum of 8 grabs;
  pH—range of 8 grabs.		

-------
RI0021539:  The Robert E. Derecktor of Rhode Island facility, located in Middletown,
is a ship building and repair drydock,  which performs steel cut ting and welding,
abrasive blasting, painting,  and electrical and plumbing installation (SIC 3731).
This facility is in the Shipbuilding and Repair Category (40 CFR 470).   Wastewater
consists of ballast tank water  from three drydocks (Outfalls 001,  002,  003).  Outfall
004 consists of effluent from an oil/water separator that is used  in the cleaning
operation to perform  tank cleaning, NFPAigas,freeing, and deballasting.  All outfalls
empty  into Codding ton Cove.  The effluent limitations are based on BPJ, and State
water  quality standards.  One set pf toxicity tests must be conducted per quarter on
each drydock and a set will consist of: 1)  a grab sample of the water outboard of the
drydock immediately prior  to flooding  the drydock in order  to refloat a vessel that
was worked on within  the drydock system; and 2) a grab  sample of the water flooding
the deck of the drydock when  refloating the vessel that was worked on within the
drydock system at midships when the water is at the bottom of the  vessel.  The
toxicity tests must show that there is no increase in .toxicity from flooding the
drydock to the water  outboard of the drydock,prior to flooding.  The, first, second,
and fourth quarterly  sets of  toxicity tests should be acute range  finding tests.  The
third quarter set of  tests should consist of an acute range finding test  (48-hr) on
the sample outboard of the drydock prior to flooding and a definitive toxicity test
(96-hr) on the  sample of the water flooding the drydock. The test  must use mysid
shrimp and may be static unless loss of oxygen due to high BOD or  loss of potentially
toxic volatile pollutants warrants use of replacement or flow-through test procedures.
Test results should be in the form,of  the No Observed Acute Effect Level  (NOAEL) and
the 1C50.   The permit may be modified or  a Toxicity Reduction Evaluation may be
required if the results deem  such action necessary.
Effective Date:
Expiration Date:
April 7, 1992
                 Abstract Date:
  Draft Permit
April 11, 1989
                               EFFLUENT LIMITS (FINAL)
RI0021539:  Robert E. Derecktor of Rhode Island  (Page 1 of 2)
       Pollutants
        Outfall
Avg./Max. Limits and Units
  Monitoring
TSS "
Cadmium
Chromium
Copper
Nickel
Lead
Tin
: influent: monitor onlv
.
•
* '
:
*
*
Silver :
Zinc
pH
Flow
Oil and Grease
TSS
Cadmium


" 001.002.003
' . .


Chromium :
Copper
Nickel
Lead



Tin :
Silver :
n
n
:l/m como
• w n •
.n ti
n • ti tt -.
n
n
n ..... .. , ,
n
n ' •"• ' ' • • ' ••
-n . , .
80,000 GPM (Max. Dailv)
15 ma/1 (Max. Daily)
monitor onlv
" "•.."'• • - . -
M fff II
' 9 n n
m n , ' n
.11 -it
m n •, w • "
.it it
: " calculate
: " arab
: 1/m COITDD
. n n
n .n n
n . • ' -

' . n n
.11 • n
ti . n *i
ii m ii it
n
. n ' " n ' ' "~

-------
RI0021539:  The Robert |L Derecktor sf Rhode Island facility, located in Middletdwn,
is a ship building and repair drydock, which performs steel cutting and welding,
abrasive blasting, painting, and electrical and plumbing installation (SIC .3731).
This facility is in the Shipbuilding and Repair Category (40 CFR 470).  Wastewater  "
consists of ballast tank water from three drydocks  (Outfalls 001, 002, 003).  Outfall
004 consists of effluent from an oil/water separator that is used in the cleaning
operation to perform tank cleaning, NFPA gas freeing, and deballasting.  All outfalls
empty into Codding ton Cove.  The effluent limitations are based on B£J, and State
waterL quality standards.  One set of toxicity tests must be conducted per quarter on
each drydock and a set will consist of: 1) a grab sample of the water outboard of the
drydock iiranediately prior to flooding the drydock in order to refloat a vessel that
was worked on within the drydock system; and 2) a grab sample of the water flooding
the deck of the drydock when refloating the vessel that was worked on within the
drydock system at midships when the water is at the bottom of the vessel.  The
toxicity tests must show that there is no increase in toxicity from flooding the
drydock to the water outboard of the drydock prior to flooding.  The first, second,
and fourth quarterly sets of toxicity tests should be acute range finding tests.  The
third quarter set of tests should consist of an acute range finding test  (48-hr) on
the sample outboard of the drydock prior to flooding and a definitive toxicity test
(96-hr) on the sample of the water flooding the drydock.  The test must use mysid
shriinp and may be static unless loss of oxygen due to high BOD or loss of potentially
toxic volatile pollutants warrants use of replacement or flow-through test procedures.
Test results should be in the form of the No Observed Acute Effect Level  (NCftEL) and
the LC50.  The permit may be modified or a Toxicity Reduction Evaluation may be. ,
required if the results deem such action necessary.
Effective Date:
Expiration Date:
April 7, 1992
                      Abstract Date:
  Draft Permit
April 11, 1989
                               EFFLUENT LIMITS  (FINAL)   '.

KE0021539:  Robert E. Derecktor of Rhode Island   (Page 2 of 2)

       Pollutants         Outfall      Avg./'Max. Limits and Units
                                                        Monitoring
Zinc
                                                                              grab
plow
         004
!8000   GPP   (Avg. Monthly)
                                                                        ;continuous
                                  ;monitor only
                                                    2/discharge-grab
Oil and Grease
                ;15  mg/1     (Max. Daily)
                                                                      4/discharge
                                  ;6.5 -  8.5
                                                    3/discharge
Polynuclear Aromatic Hydrocarbons ;monitor only
                                                    ,1/discharge
Volatile Organ ics
Total Lead

-------
 KT0021610.'   Aqua Kleen Inc.  is  in the business of marine contracting and shiphold
 cleaning  (SIC  4463).  The permittee subcontracts on ship overhauls to perform  tank
 cleaning, NFPA gas freeing services, deballasting and  oil spill cleanup along  the east
 coast.  In Rhode Island, Aqua Kleen Inc. performs these services at  three locations:
 Derecktor Shipyard in  Middletown, Newport Offshore  in  iNewport and Davisville,  and
 Promet Marine in Providence.  There is no Point Source Category for  this operation.
 Process washwater is treated in a mobile oil/water  separator and discharged  to
 Narragansett Bay. (Newport  Offshore and  Derecktor Shipyard) and  the Providence  River
 (Promet Marine).   Effluent limitations are based on BPJ and  water quality standards.
Effective Date:  February  13,  1989
Expiration Date:  February 13,  1993
                              Abstract Date:
                                        Final Permit
                                       April 5, 1989
                               EFFLUENT LIMITS  (FINAL)

RI0021610:  Aqua Kleen, Inc.

       Pollutants         Outfall
            Avg.yfrlax. Limits and Units
                                        Monitorinq
Flow
001
10007—
 rcontinuous
TSS_
       4.07-
         mg/1
2/d ischarge-grab
Oil and Grease
       -715
                                                                      4/discharge-
EiL
       6.5 - 8.5
                                    3/d ischarge-
Polynuclear Aromatic Hydrocarbons
       monitor only
                                    1/discharge-
Volatile Orqanics
                                           1/discharge-
Lead (Total)
                                                                      I/discharge-

-------
SC0000302:  BASF Fibers polymerizes caprolactam and other raw materials into spaghetti
form and cuts them into chips, which are extruded into nylon-6 yarn,  and drawn,
bulked, and packed for shipment  (SIC 2821, 2824).  The facility is located In Central
and is in the Organic Chemicals. Plastics, and Synthetic Fiber Category  (40 CFR 414).
Outfall 001 discharges 0.107 MGD of process and sanitary wastewater to Twelve-Mile
Creek and Outfall 002 discharges 0.09078 MGD  of stormwater and non-contact cooling
water to Huggins Creek.  The treatment facility is comprised of a bar screen,
cpmrninutor, equalization basin, four rotating biological contactors,  a clarifier,  and
a chlorine-contact chamber.  Clarifier underflow goes to a gravity thickener, an
aerobic digester, a sludge lagoon, and onto a sludge spray field.   Effluent
limitations for BODS and TSS  are BPJ, based on a statistical analysis of the waste
treatment plant effluent and  were derived  using  the mean plus  2.5 standard deviations.
Secondary treatment limits are used for the sanitary wastewater and ammonia limits are
from the previous premit.  The permit requires 48-hour static acute toxicity tests to
be conducted semi-annually, using  Lepomis  macrochirus (Bluegill) and  the most
sensitive species of either Daphnia pulex or Ceriodaphnia.   The toxicity of the
effluent shall be no worse than a  48-hr static LC50 of 57%.  Three bi-monthly samples
are to be collected at the influent to biological treatment and analyzed for
acrylonitrile, benzene, 1,1,1-trichloroethane,  ethylbenzene, cyanide, toluene, phenol,
chromium, copper, and zinc.  A BMP Plan is to be updated within six months, and
implemented no later than  one year from the  date of permit issuance.
Effective Date:  February 1, 1987
Expiration Date:  January 31, 1992
              Abstract Date:
     Final Permit
December 29, 1988
                               EFFLUENT LIMITS (FINAL)
SC0000302:  BASF Fiber

       Pollutants
                          Outfall
Ayg./Max. Limits and Units
     Monitoring
Flow : 001
BODS :
TSS :
Ammonia :
Fecal Coliforms :
Total Residual Chlorine :
Toxicity :
pH :
Flow : 002
Temperature :
BODS :
TSS :
DH :

.
.
.
.
:
monitor only •
-.29/47 kg/d (64/103 Ih/d)
: 25/45 " (56/99 " )
: 28/46 " (61/101 n )
: 1000/2000 f/100 ml
:0. 5/1.0 mg/1
:LC50 greater than or equal to 57% 'f
:6.0 - 9.0
:monitor onlv
:32 C
:6.7/12.5 kg/d (14.7/27.5 Ib/d)
:6.7/12.5 " (14.7/27.5 ". )
:6.0 - 9.0
.
.
-.
.
.
• . . .
1/d continuous
2/w 24-hr corno
n n
n n
1/w grab .
n n
>/y 48-hr acute
continuous
1/d continuous
n n
1/w 24-hr corno
n n
" grab







-------
SC0000914:  Venture Chemicals, Inc., of Lobeco, South Carolina,  manufactures synthetic
organic chemical intermediates for use in dye manufacturing, and specialty chemicals
(SIC 2865) in the Organic Chemicals and Plastic and Synthetic Fibers Category
(40 CFR 414).   Plant operations result in a single discharge from Outfall 001 to
Campbell  Creek to Whale Branch,  consisting of  process, sanitary, and cooling waters.
Wastewater treatment processes include neutralization, aeration, activated sludge,  and
chlorination.   Sludge is treated with aerobic digestion and drying beds.   limitations
for BCO-5, ammonia,  and ultimate oxygen demand (UOD=1.5XBOD-5+4.5X ammonia) are based
on water  quality standards, and limits for TSS are based on BPJ, in absence of final
guidelines at the time  of permit development.  The effluent toxicity and pH limits  are
from the  previous permit; the bases of limitations for total coliform and chlorine  are
not addressed.  The permit requires monitoring of several chemicals associated with
the discharge including PCBs,  mercury, aniline, cadmium,  and 1,2,3-trichlorobenzene.
Discharges from the  facility are  to occur  only on the outgoing tide, and are not to
enter the receiving water less than one-half hour after the tidal outflows begin.
Toxicity  is to be measured using  Mysidopsis Bahia during February, June, and October
of each year.   A program to improve effluent quality is to be developed to include  the
following:  (1) 48-hour static tests on oyster larvae, conducted monthly; (2) Survey d
osyter spat in Campbell Creek; (3) Chlorine toxicity evaluation submitted by 9/30/85;
(4) Macroinvertebrate assessment of Campbell Creek, conducted annually in November  or
December.  In addition,  the  company is to perform an analysis of oysters for certain
organics and metals.  The permit may be modified after promulgation of applicable
guidelines, and evaluation of testing results.   A BMP plan is required.   .           -
Effective Date:
Expiration Date:
July 1, 1985
June 30, 1990
                                   Final Permit
                    Abstract Date:  May 1, 1986
                               EFFLUENT LIMITS (FINMJ)

SC0000914:  Venture Chemicals, Inc.
       Pollutants
        Outfall
Avg./Max. Limits and Units
Monitoring

Flow
BOD-5
TSS •..,..
Ammonia
Ultimate Oxygen Demand*
Chlorine (Total Residual
Toxicity
.
Lead**
Total Coliforms
PH





••.•».-

: ' - ' . . . ...•: '.
001 : 0.40/0. 80 mqd , . •;.
: W120 mg/1
: 91/181 kg/d
:report .
:not to exceed 136 kg per tidal cycle
: — /0.2 mg/1
:not to occur at less than 66%
: effluent concentration
:report
: 70/230 per 100m***
:6. 0-9.0
* •-'
•
•
•
:
•
•
•
•
• • .
: •"••..•

continuous
2/w 12 hr corap
", 24 hr comp
" 12 hr camp
it H
3/w grab
3/y continuous

1/m 12 hr comp
2/w grab
1/d

•

• •



  *UOD is equal to 1.5XBOD-5+4.5X total amroonia;  BOD-5 and amrtonia are composited
   over one tidal cycle (about 12 hours).
 **Limits may be added or sampling frequency modified after one year of sampling.
***Monthly median/daily maximum

-------
SC0001015:  The Bowater Carolina Company, located in Catawba, is in the Pule*. Paper.
and Paperboard Category (40 CFR 430,  Subparts G,  Hf  I,  M,  N,,and 0)  and  manufactures
market sulfate pulp, printing  paper  (newsprint), and coated book (publication)  paper
(SIC 2611, 2621).  Outfall 001  discharges 35.5 MGD  of process and sanitary (internal
outfall 001A) wastewater and stormwater runoff to the Catawba River.  Other outfalls
existing on the property discharge plant car rinse (003), main parking lot stormwater
runoff (004),  and auxiliary parking lot stormwater runoff (005).  Wastewater treatment
consists of primary clarification, aeration basins, sludge ponds, and a  holding pond
with a controlled discharge.  Effluent limitations for BODS, TSS, and pH are BPT based
on effluent guidelines and the ammonia limitations are based on the results of  a Water
Quality Model of the Catawba River.  Fecal coliform limits are based on the receiving ,
stream classification and TSS limits for Outfall 001A are  secondary treatment
standards.  To insure proper dissolved oxygen concentrations in the receiving  stream,
a BOD loading equation,  based on stream flow, has been incorporated in the ]?ermit.  A
BME Plan is to be developed within six months, and implemented no later than one year
from the issuance date of the permit.
Effective Date:
Expiration Date:
                 December 1, 1986
                  November 30, 1991
Abstract Date:
   Final Permit
January 4, 1989
                               EFFLUENT LIMITS (FINAL)
SC0001015:  Bowater Carolina Corporation

       Pollutants         Outfall      Ava./Max. Limits and Units
                                                                          Monitoring

Flow
Fecal Coliform

Flow
BODS
TSS
Ammonia
Color (increase of
receivina stream)
Fecal Coliform 	
E>H
Plow
SSS
Oil and Grease
DH
Flow
mqc
Oil and Grease
r>H


: 001A :monitor onlv
: : 1000/2000 #/100 ml
: i— /60 ma/1
: imonitor onlv
: : 10. 300/19. 800 ka/d
: : 20, 200/37. 600 "
•180/ — "
: : 32/42 color units
.
: : monitor onlv
: :6.0 - 9.0
: 003 : monitor only
: :— /60 ma/1
• — /IS "
: :6.0 - 9.0
: 004, 005 :monitor only
"
"
: :6.0 - 9.0
• »
:
;l/w instant*
: " arab
. n n
:l/d continuous
:2/w 24-hr coitiD
. n n
. n it
:l/d

:l/w arab
sl/d continuous
:l/m estimate
• " arab
. n n
: 1/m n
jl/q estimate
• " COmD
. n n
^J/m "
•

-------
SC0001180:'  Ethyl Corporation, in Orangeburg, produces 117,00 lb/yr of industrial
organic chemicals via alkylatidn, condensation, esterification, carbonylation,
oxidation, disproportionation, saponification, acidification, and hydroalumination
(SIC 2861).  This  facility is in  the Organic  Chemicals,  Plastics,  and Synthetic Fibers
Category  (40 CFR 414, Subpart C).  Outfall 001 discharges approximately 1.2  MGD of
treated process and sanitary wastewater, and stormwater to the North Edisto River.
The wastewater  treatment facility is comprised of an oil separator, coagulation basin,
primary clarifier, oil skimmers, equalization pond, pH  adjustment system,  aeration
basin, secondary clarifier with sludge return, stormwater impoundment and conveyance
system, sand drying beds, sludge storage basin,  mechanical sludge  dewatering with a
sludge thickener, equalization, neutralization, two belt filter presses, and a
groundwater recovery iystem, which employs french drains.  Effluent limitations are
based on HPJ and are the same as in the previous permit.  Concentration limits have
been added for BODS and TSS.  Quarterly acute toxicity tests are to be performed,
using the bluegill, Lepomis macrochirus.  The permittee is required to develop and
implement a biological study on not less than a quarterly basis to determine the
impact of the discharge on the receiving stream.  Within three months after eight
quarters of instream and effluent data has been submitted, the State and the permittee
will jointly develop a toxicity limitation.   In the interim, the permittee is required
to take steps to reduce toxicity and reach a goal of a 96-hour LC50 >. 82%  effluent.   A
BMP Plan is to be maintained and updated.
Effective Date:  November 1, 1985
Expiration Date:  October 31, 1990
                Abstract Date:
                                                Final Permit
                                             January 4,  1989
                               EFFLUENT LIMITS (FINAL)
SC0001180:  Ethyl Corporation
       Pollutants
Outfall
Avg;/Max. Limits and Units
Monitoring
Flow
BODS -
TSS
Phenols
Ammonia
Oil and Grease
Toxicity
Fecal Col i forms
Bis ( 2-ethylhexyl ) pht halat
1 , 2— Dichloroethane
Ijlfl-Trichloroethane _,
1 , 1-Dichlor oethane
Chloroform
1 ,.1— Dichloroethylene
Ethylbenzene
Methylene Chloride
Methyl Chloride
Toluene
Zinc
Cyanide (Total)
Benzene
pH


001 :1.45/2.5 MGD
: 150/300 ka/d (—7106 ma/1)
: 191/381 - (— /200 " )
:0.6/0.9 "
: 75/150 "
: 45/68 " (10/15 ma/1)
: 96-hr LC50 > 82% effluent
: 1000/2000 #/100 ml
_e :monitor only .
n
.
:
n
L '•
". .
n
. "
-- • - .
: "
n
n
•
* . "
*
"
:6.0 - 9.0
: •.
•
1/d continuous
2/w 24-hr-comp
n n
" grab
" 24-hr como
2/m arab
1/q acute
1/w grab
1/m "
n n
n n
n n
n n
n n
n n
n n
n n
n n
" 24-hr comp
" grab
ll n :
continuous



-------
SC0001333;  The Carolina Eastman Company, in West Columbia, manufactures polyester
fiber, polymer, and organic intermediates  (SIC 2824, 2865, and 2821),  and is in the
Organic Chemicals. Plastics,  and Synthetic Fiber Category (40 CFR 414).   Six outfalls
flow  into one collection channel that empties into the Congaree Eiyer. via Outfall 001.
The following is a description of those six outfalls: 001A - 12.4  MGD of non-contact
cooling water and stormwater  runoff; 001B - 0.02 MGD of sanitary wastewater;  001D -
15.5 MGD of cooling water, stormwater runoff and water filter plant discharge;  001E -
44.0 MGD of stormwater runoff, non-contact cooling water,  deionized water plant
effluent, Dowtherm recovery basin discharge; 001G - 0.41  MGD of ash pond effluent; and
001F - 1.5 MGD of process wastewater.  Treatment facilities consist of a 0.15 MGD
activated sludge treatment plant for sanitary wastewater,  a 2.0 MGD activated sludge
treatment plant and a 1.65 MGD aerobic digester for process wastewater, a 3,8 MGD
cooling aM stormwater basin, and a 113 acre land application sludge field.  Effluent
limitations were derived by BPJ for the process discharge based on the mean plus 2.
standard deviations for capability demonstrated fey. the Wastewater Treatment Plant, BE!
for cooling water and filter  plant discharge, and effluent guidelines.   Within  six
months of permit  issuance, an acute 96-hour flow-through toxicity test must be
performed on Outfall 001F to  determine the LC50.  Based on the results, additional
testing may be required.  For a period of six months, bi-monthly samples must be taken
at the influent to biological treatment, and analyzed for benzene, 1,1,,1-Trichloro-
ethane, ethylbenzene, toluene, phenol, chromium, copper, cyanide, and zinc.  A  BMP
Elan, must be submitted within six months,  and implemented no later than one  year.
Effective Date:
Expiration Date:
August 1, 1987
July 31, 1992
         -.  . •        Final Permit
Abstract Date: December 22, 1988
                               EFFLUENT LIMITS (FINAL)
SC0001333:  Carolina Eastman Company
Pollutants
Temperature

Plow
Temperature
DH
Plow
BOD5
TSS
Fecal CoHform
Plow
Temperature 	
DH
Flow 	
BOD5
Temperature
Oil and Grease
DH
Plow
BODS
ICC
Dissolved Oxygen
DH
Flow 	 _
TSS
Oil and Grease
pH
*Avg. Monthlv/Max.
Outfall Avg./Max. Limits* and Units
.
: 001 :36.7/40 C (98/105 F)
; :6.0 - 9.0
: 001A :monitor only
. . "
. . n
: 001B : monitor only
: : 30/60 ma/1
: : 30/60 "
: : 1000/2000 #/100 ml
: 001D :monitor only
"
"
: :monitor only
n
: t 36. 6/40 C (98/105 F)
t :— /5.0 ma/1
• :6.0 - 9.0
: 001F :monitor only
: :551/2890 kg/d (1220/6370 Ib/d)
: :758/2400 " (1670/5280 " )
: :minimum of 1.0 ma/1
: :6.0 - 9.0
: 001G :monitor only
: : 25/40 ma/1
• : 10/15 "
: : monitor only
Dailv 	 	 	 _ —
Monitoring
. t
i continuous
» "
continuous
:l/d grab
. n n
: continuous
sl/w 24-hr comp
. n n
: " grab
: continuous
•
_„» 	 •
•1/d arab.
: continuous
„ jl/m grab
: continuous
:l/m arab
continuous

:3/w 24-hr comp
. . n n
•1/w grab
•continuous
:2/m estimate
: 1/m grab
— « 	
•1/w grab


-------
SC0001368:  Cone Mills Corporation operates the Carlisle Plant in Carlisle, South
Carolina.  The facility is engaged in the finishing of woven fabrics including cotton/
cotton/polyester blends, and polyester fabrics where processes include dyeing,
printing/ and finishing fabrics on a commission basis  (SIC 2261, 2262, 2269,  2258).
Outfall 001 discharges 2.5 mgd process and sanitary wastewater treated by fine
screening and in an aerated lagoon and stabilization pond.   Sludge' is treated in a
separate sludge lagoon followed by land application.  Outfall 002 consists of filter
plant backwash, and Outfall 003 consists of boiler ash sluicing water, and wastewater
from both Outfall  002 and Outfall 003 is treated in settling .ponds and is  recycled. .
There is no discharge from Outfall 002 and Outfall 003 except during heavy rainfall or
pond cleaning.   In these cases, maximum discharge from Outfall 002 is 40/000 gpd/ and
maximum discharge  from Outfall 003 is 120,000 gpd.  The three discharges are to the
Broad River (001) and unnamed tributaries of  the Broad River (002 and 003).  The
facility is in the Textile Mills Category (40 CER 410) / and reports the  following
daily production:  natural fabric-76,500 Ibs; synthetic fabric - 38,250  Ibs;  and
blends - 140,250 Ibs.  Effluent limits on fecal coliform at Outfall 001  are standard
stream limits for  Class B streams.  All other limits at Outfall 001 are from BAT
effluent guidelines in 'the Woven Fabric Finishing Subcategory.  Limits at Outfall 002
and 003 are previous permit limits.  A BMP Plan to identify and control significant
amounts of oils and hazardous and toxic substances must be  implemented within one year
of permit issuance.  There is no biomonitoring requirement included in the permit.
Effective Date:  April 1, 1985
Expiration Date:  March 31, 1990
Abstract Date:
 Final Permit
June 13, 1985
                               EFFLUENT LIMITS (FINAL)
SC0001368:  Cone Mills Corporation
Pollutants Outfall Aver. /Max. Limits and Iftiits
: :
Flow : 001 :report
TSS
BOD-5
COD
Chromium, Total
Phenols
Sulfide
Fecal Coliform
PH
Flow
TSS
PH
Flow
TSS
Oil and Grease
PH

: 2270/4539 Ib/d
: 840/1680
: 13387/26775
: 12. 75/25. 5
:12.75/25.5
:25. 5/51.0
: 1000/2000 per 100
:6.0 - 9.0
002 :report


(109/218 ma/1*)
(40.3/80.6 " *V
(642/1284 "•*_)
(0.61/1.22 " *)
(0.61/1.22 " *)
(1.22/2.45 " *)
ml

.'
Monitoring
: continuous
:3/w 24 hr comp
« H It
• It It
'•
: 1/w "
:l/m grab
•
:l/w "
: continuous
:l/d** instant
: " :l/w ^jrab
:6.0 - 9.0
003 : report
: 30/50 mcj/1
: 15/20
:6.0 - 9.0





• II II
:l/d*** instant
:l/w grab
• it ii
.n n
: :
  *Equivalent concentrations based on 2.5 mgd, but not included in permit.
 **During discharge periods with maximum flow rate 40,000 gpd.
***During discharge periods with maximum flow rate 120,000 qpd.

-------
SC0001473:  The L-Tec
                              (Formerly Union Carbide-Linde Division) plant located
in Florence, South Carolina, manufactures electric and gas welding equipment (SIC
3541) in the Metal Finishing Category  (40 CFR 433); production is reported as 52.2
m2/d and 121.8 m2/d, respectively.  Plant discharges are to Jeffries Creek to the Pee
Dee River.   Outfall 001 is process wastewater (0.018 mgd)  which receives as treatment
chromium reduction by sulfer dioxide and ferrous sulfate, neutralization/  and
ultrafiltration; sludge is centrifuged and disposed of at a  GSX hazardous  waste
landfill site.  Outfall 002 is untreated boiler blowdown and cooling water (8,000
gpd).  Water quality criteria from the EPA Red Book are used to set limits for toxics
and pH at 001, which are more  stringent than BftT guideline limits for tJne  metal
finishing industry.   The basics for the 001 limitations of BOD-5, TSS, Oil and Gas,
temperature,  and DO  is not mentioned in  the facility's fact/rationale sheet,,   Ihe
limitations for 002  are from the previous permit.  The permittee is required to sample
COD for 18 months and  submit a correlation between BOD-5 and COD.  The permit will be
modified to incorporate COD limits once  they have been established.  In lieu of
monitoring for TTO,  the facility must submit a solvent management plan. A BMP plan is
to be developed by 6/1/85 and implemented by 12/1/85, and pH excursions are allowable
as per 40 CFR 401.17 for pH under  continuous monitoring.
Effective Date:
Expiration Date:
                  December 1, 1984
                  November 30, 1989
Abstract Date:
  ELnal Permit
April 21, 1986
                               EFFLUENT LIMITS (FINAL)

SC0001473:  L-Tec Company (Formerly Union Carbide-Linde Division)

      Pollutants          Outfall      Avg./Max.  Limits* and Units
                                                                          Monitoring
:
Flow
BOD-5
TSS
Cadmium (Total)
Chromim ( " )
Copper ( " )
Lead ( " )
Zinc ( " )
Nickel ( " )
Silver ( " )
Cyanide ( " )
Oil and Grease
Temperature
Dissolved Oxygen
pH
Flow
Temperature
PH






•
: report
: 0.68/1. 36 kg/d
:1. 36/2. 72
: 0.005/0. 009
:0. 12/0. 29
: 0.021/0. 042
: 0.029/0. 047
:0. 033/0. 065 '
:0. 058/0. 116
. 	 /__
• __/ 	 •
: 0.68/1. 02 kg/d
• ^^m/ ^£* * £* \*
:5 ppm minimum
:6. 0-9.0
002 :report
• "••/ *jX • £ \*
:6. 0-9.0
:
•
•
•
•
•
•
•
•
•
•


10/20 mg/1
20/40
0.07/0.14
1.71/2.77
0.31/0.62
0.43/0.69
0.48/0.96
0.85/1.7
0.013/0.026
0.093/0.186
10/15

.
"
•
. •
-


.
.
.
-
-
-

continuous
1/w 24 hr comp
M tl
II II
II It
II II
II II
II II
II II
1/v
II It
1/w grab
n ii
ii ii
continuous
1/2 estimate
qrab
1/w






*Daily average/dally maximum.

-------
SC0001490:  Reeves Brothers/Bishopville Finishing Plant, in Bishopville, dyes and
finishes approximately 157,250 Ib/d  of woven fabrics for rainwear garments, apparel,
and consumer goods  (SIC 2262, 2261).  This facility is,in the Textile Mills Category
(40 CFR 410, Subpart D)  and discharges 2.5 MGD of process  wastewater, recirculated
cooling water, and sanitary wastewater into the Lynches River.  Wastewater treatment
consists of a b_§r_ screen, an aerated equalization basin, two extended aeration basins.
two clarifiers. pH neutralization, and sludge drying beds.  Effluent limitations for
BOD5, COD, TSS,  sulfide,  phenol, and total chromium are  based  on  the limits from the
previous permit plus an allowance for  the increase  in production.  The limits for
fecal coliform, total residual, chlorine, copper, zinc,  temperature, and dissolved
oxygen are based on water quality considerations.   The permittee  must conduct monthly
7-day chronic renewal toxic ity £gs£s using Ceriodaphnia  in the instream waste
concentration of 2.7%.   Should test results indicate chronic toxicity, a Toxicity
Reduction Plan must be submitted within 60 days. A BMP  Plan must maintained and
implemented to control the discharge of oils and hazardous substances.
Effective Date:  October 1, 1988
Expiration Date:  September 30, 1993
                               Abstract Date:
                                  -Final Permit
                                  April 4, 1989
                               EFFLUENT LIMITS (FINAL)

SC0001490:  Reeves Brothers/Bishopville Finishing Plant
       Pollutants
Outfall
Ayg./frlax. Limits and Units
Monitoring
Flow 001 :monitor onlv
BODS
COD
TSS
Sulfide
Phenol
Total Chromium
Copper
Zinc
Temperature
Fecal Coliform
Total Residual Chlorine
Dissolved Oxygen
DH





:165/264 kg/d
: 4280/8550 "
:673/1350 "
•7.1/14.2 n
:l/d continuous
: 2/w 24-hr comn
. n n
. n n
: 1/m grab
:0.88/1.56 " : '" "
: 0.88/1. 56 " (0.116/0.204 no/1)
:monitor onlv
. ' n
:— /32 C
: 1000/2000 J/100 ml
.•0.43/0.75 mg/1
:1.0 mg/1 minimum
:6.0 - 8.5





n o» u
: • Z4— lli COIiip
. n n
. n n
: 2/w grab
:l/m "
. n n
:2/w
:continuous
. • ••
.
. •- •
. .-.-•- •
-••.'•-

-------
SC0001830:  The Westinghouse Electric Corp.,  Micarta Division,  in Hampton,
manufactures high pressure decorative and industrial laminates  and molded plastic
products  (SIC 3079).   This facility is in the Plastics Molding  and Forming  Category
(40 CFR 463; Subparts B & C).   Outfall 001 discharges 2.0 MGD of  process  wastewater,
non-contact cooling water, and boiler feed to Sanders Branch.  Wastewater treatment
facilities consist of a settling ditch and an oxidation pond.   Effluent limitations
for BODS, TSS, and Oil and Grease are based on effluent guidelines, and phenols,
dissolved oxygen, and temperature are based on water quality standards.   No later than
eight months before the expiration of the permit, a biological study plan to determine
the impact of the discharge on the receiving  stream, must be submitted.   This  plan
must be implemented before the expiration of the permit.  A BMP Plan must be developed
within six months, and implemented no later  than one year after  issuance.
Effective Date:  October 1, 1986
Expiration Date:  September 30, 1991
Abstract Date:
   - Final Permit
January 16, 1989
                               EFFLUENT LIMITS (FINAL)

SC0001830:  Westinghouse Electric Corp., Micarta Division

       Pollutants         Outfall      Ava./Max.  Limits and Units
                    Monitoring
.
Plow 001
BODS
TSS
Dissolved Oxyqen
Oil and Grease
Phenols :
Terrperature :
pH :

•



.


.
•


monitor only
85/92 ka/d (187/303 Ib/d; 12/18
136/276 " (300/608 " )
minimum of 5.0 ma/1
84/161 ka/d (178/343 Ib/d)
3.8/7.6 " (8.4/16.7 " )
— /32 C ( — /90 F)
6.0 - 9.0











:
:l/d
ma/1) :l/w

. "

. "

:l/w




*





*

continuous
24-hr coup
11
aratx "
n
n
n
u












-------
 SC0001848:   The Westinahouse Electric Corp.. Nuclear Fuel Division,  in Columbia,
 fabricates nuclear fuel assemblies  (involving the conversion of uranium hexafluoride
 to uranium dioxide),  control rods,  and mechanical components (SIC 2819).  There is no
 Point Source Category for this  industry.  Outfall 001 discharges 70,000 gpd of process
 contact cooling water and 54,000 gpd  of sanitary wastewater to the Conoaree River.
 The ammonia recovery system consists  of two equalization/storage tanks, four calcium
 fluoride  settling lagoon, two reaction tanks, an ammonia still, and final aeration.
 Sanitary  wastewater  is treated  by a pre-polishing pond chlorinator. an extended
 aeration  package plant, a polishing pond, and post chlorination.  A nickel
 precipitation system  and a nickel ion, exchange system treats nickel contaminated
 wastestreams.   The contamination system is comprised of three holding tanks, a
 Uranium filtration system,  and  final PH adjustment.  Effluent limitations are based on
 BPJ_ and water quality standards.  The permittee must be in compliance with the Total
 Residual  Chlorine limits by February  1, 1988.  A biological study plan, designed to
 determine the impact of the discharge on the receiving stream, must be submitted
 within three months,  and implemented  no later than six months from permit issuance.  A
 BMP Plan  is  to  be maintained and implemented.
Effective Date:  March 2, 1987
Expiration Date:  February 29, 1992
                            Abstract Date:
    Final Permit
.January 16, 1989
;."•..                            EFFLUENT LIMITS (FINAL)

SC0001848:  Westinghouse Electric Corp., Nuclear Fuel Division
       Pollutants
Outfall      Avg./Max. Limits and.Units
                                                                          Monitoring
Flow
BODS
TSS
Oil and Grease
Ammonia
Fluoride
Feca.. Co..iforms
Total Residual Chlorine
Dissolved Oxygen
PH









001 . : monitor only
: 11/23 kg/d
: 15/29 "
: 10/15 mg/1
: 27/54 kg/d
: 18/36

(25/50 Ib/d)
(32/64 " )

(60/120 Ib/d)
(40/80 " )
:1000/2000 #/100 ml
:— /l.O mg/1
:minimum of 1.0
:6.0 - 9.0
•

mg/1


;l/d continuous
:l/w 24— hr como
. n n
-• : " grab
:l/d 24-hr comp
.11 " n
:l/m grab
. n n
:l/w grab
;l/d continuous

: ".-.•.•'
•
•


•

: . • ' .
: • « -
: «
: ' .
: . "

-------
SC0001856:  Exide Corporation, which is in the Battery Manufacturing Category (40  CFR
461),  manufactures lead acid batteries (SIC 3691)  at  its  facility  in Sumter,  and
discharges 0.350 MGD of process wastewater through Outfall 001 to an unnamed ditch to
Nasty Branch.  Outfall 002 discharges 0.250 MGD of noncontact  cooling water  and
stormwater  runoff to the  same ditch as Outfall 001.   Process wastewater is treated in
a neutralization tank, and a filter press.   Effluent  limitations are based on State
Water Classifications and Standards.  The current limitations are in effect until
March 15, 1987, whereby all treated process wastewater will be diverted to the City, of
Sumter Wastewater Treatment Facility.  A EJffi. Plan, to identify and control toxic and
hazardous substances, is required to be maintained and updated .
Effective Date:  November 1, 1986
Expiration Date:  October 31, 1991
                                                     Abstract Date:
     Final Permit
December 27, 1988
                               EFFLUENT LIMITS (FINAL)

SC0001856:  Exide Corporation

       Pollutants         Outfall
                                                                          Monitoring
Flow 	 : 001 * :monitor only 	 : 	 .
TSS : :42. 0/63.0 kg/d (92.6/138.9 Ib/d)
lS>*fi** t :0.60 kg/d (1.33 Ib/d? 0.5 ma/1) ***
Zinc : : report 	 — .
Ammonia : t— /ll ma/1
pissolved Oxygen 	 L_ :5.0 ma/1 minimum 	 	 ,
Copper 	 ' 	 ; : monitor only 	 _>
r>H : :6.0 - 9.0
Jrii T •*"" T
Plow : 002 :monitor only
pnr>5 	 • •— /20.0 ma/1
Tqq : :— /40.0 "
Temperature • • — /32.2 C ( — /90 F'
7.i«<-« : rmonitor on. v -- 	 	 •——
DH : = 6.0 - 8.5




*Affpr March 15. 1987, wastewaters from Outfall 001 will be diverted
wastewater treatment plant. 	
**Lead is further limited by the foi .lowing formu..a: 	
L 0.238 (0.17 + Od) x RT34. where L is lead discharge in pounds
	 Od is the discharge flow in mad. 	 —
Discharge flow, lead concentration, lead poundage and the lead_, Im
cglr-»1 gf-ed by the above formuja shall be reported for each day tha
lead is monitored* 	 — 	 ~
***Limitations are. MaxT Daily only 	 , 	 . 	 ~
continuous
1/w 24 hr comp
n n
n n
i
" "
grab
" 24-hr comp
1/d grab

l/m estimate
" arab .
n n
n n
n n
" n ,




-o fe city


aer day

it
-



-------
SC0001872:  AVM, Inc., of Marion, South Carolina, is engaged in the metal fabrication
of automotive heaters, cooling system values, and vacuum control devices (SIC 3499)  in
the Metal Finishing Category (40 CFR  433).  A single discharge from the plant is to  an
unnamed ditch to Maidendown Swamp to Buck Swamp and finally to the Pee Dee River at
Outfall 001A, which consists of 0.264 mgd of untreated nonoontact cooling water and  a
combined  discharge  from internal Outfalls 001B and 001C.  001B is process wastewater
(0.03  mgd) treated with chromium reduction/ flocculation,  and filtration/ with sludge
disposal in a hazardous waste landfill after thickening; 001C is sanitary wastewater
(0.02  mgd) treated with activated sludge with sludge disposal in an on-site permitted
aerated lagoon.  Process wastewater limits are based on EFT/BAT effluent guidelines
(40 CFR 433.12,  433.14).  The effluent limitations on the  sanitary discharge  at
Outfall 001C are standard secondary limits.  The ammonia, BOD-5, and disolved oxygen
limits are BPJ using water quality considerations.  In lieu of monitoring for TTO, the
facility may certify that a Solvent Management Plan is implemented on a continuous
basis in accordance with 40 CER 433.12.   In addition, a BMP plan was to be  developed
by 9/1/84, and implemented not later than 3/1/85.  Biomonitoring requirements are not
included.                                                       „
Effective Date:
Expiration Date:
March 1, 1984
February 28, 1989
Abstract Date:
Final Permit
May 12, 1986
                               EFFLUENT LIMITS (FINAL)
SC0001872:  AVM, Inc.
       Pollutants
Flow
        Outfall      Avg./Max. Limits* and Units
         001A  ;report
                 Monitoring
             :l/d flow ind.
BOD-5
TSS
Ammonia
TTO
Dissolved Oxygen
Temperature
pH
Flow
BOD-5
TSS
Chromium, Total
Copper, »
Lead, »
Nickel, "
Silver, ••--••
Zinc, "
TTO
Oil and Grease
PH
Flow
BOD-5
TSS
Fecal Colif orm
PH
:
:10/20 mg/1,
:30/60
: 1.0/2.0
:— 70.24
:6.0 mg/1 minimum
: 95 F maximum
:6.0-9.0
001B :report
, ••• -... . „ ..--.. . . - -
: :31/60 mg/1
t :.l. 71/2. 77 "
:2. 07/3. 38 "
:0. 43/0. 69 "
:2. 38/3. 98
:0. 24/0. 43 "
:1. 48/2. 61
:— 72.13
:26/52
:6. 0-9.0
001C :report
:30/60 mg/1
:30/60
:200/400 per 100 ml
:6.0-9.0
• .
rl/w 24 hr camp
n n
n ii
certif.**
1/w grab
•i M
n ii
1/d flow ind.
1/w 24 hr camp
n n
n ii
n n
ii «i
n ii
n n

certif.**
1/w grab
1/d
11 instant.
1/w 24 hr camp
II ' M
" grab
n ii

 *Daily average/daily maximum
**In lieu of analyzing for TTO, the facility may certify compliance with a solvent
  management plan in accordance with 40 CFR 433.12.   Facility must still comply
  with TTO limit.                    !                                         	

-------
SC0002151:  J.P. Stevens & Co.. Inc., Delta Finishing Plants No. 2 & 3, in Wallace,
are in the Textile Hills. Category (40 CFR 410,  Subparts D & E).  Plant No. 2 batch
dyes texturized and knit polyesters and spun blended woven fabrics, whereas Plant No.
3 continuously dyes woven fabrics of polyester/cotton blends and other
synthetic/cotton blends, as well as 100% cotton goods (SIC 2261, 2262,  2231),  The
facilities produce 333,700 Ibs/d of woven fabric and 2,800 Ibs/d of knit fabric.
Outfall 001 discharges 3.0 MOD of process and sanitary wastewater, cooling water  and
stormwater to the Great Pee Dee River.   The treatment facilities consist of  an
equalisation basin* flow control, an aeration basin, two clarifiers,  a flash tank,
flocculation tank, mixed media  filters, and chlorinators.  Sludge is  land applied via
spraying.  The same standards of performance are used in this permit as in the
previous permit, which  incorporated NSPS guidelines.  The present BAT guidelines  are
no more stringent than the NSPS guidelines.  A BMP Plan, to identify and control  toxic
and hazardous substances, is to be developed, within six months, and implemented
within twelve months  of permit issuance.
Effective Date:  October 1, 1985
Expiration Date:  September 30, 1990
                           Abstract Date:
                                   Final  Permit
                              December 27,  1988
                               EFFLUENT LIMITS (FINAL)

SC0002151:  J.P. Stevens & Co., Inc., Delta Finishing Plants 2 & 3
       Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
FJow
BODS
COD
TSS
Sulfide
Phenol
Total Chromium
Oil and Grease
Fecal Coliform
Temperature
BH









: 001 :monitor onlv
: : 504/1009 kg/d
: : 8730/17. 450 "
: : 504/1009 " .
: :15.3/30.6 "
: :7.6/15.3 ," •
: :7.6/15.3 "
: : 10/15 mg/1
: : 1000/2000 f/100
: : 32/35 C (90/9f
: :6.0 - 9.0
.
.
.
. .
.
.
.
.
: :
.
(1110/2220 Ib/d)
(19,200/38.400 " )
(1110/2220 .",)
(33.7/67,3 " )
(16.8/33.7 " )
(16.8/33.7 " )

ml
5 F)










1/d continuous
3/w 24-hr COITID
n , n
it n
1/w grab
it n
" 24-hr comp
grab -. .
1/m
1/d continuous
n it






',
! 	


-------
SC0002453:  Startex Mills, a division of Spartan Mills located in Spartanburg, South
Carolina, is engaged in the production of unfinished greige cloth from cotton and
polyester by opening, carding, drawing, slubbing, spinning, slashing,  winding and
weaving.  Greige products are further processed by bleaching and pad drying.   The
facility is in the Textile Mills Category  (40 CFR 410, Subpart D) and has a reported
production rate of 13.5 million pounds bleachery goods per year, and 12.5 million
pounds greige goods per year.   Three outfalls discharge to Middle Tyger River and
consist of the following:  Outfall  002 - 0.8 mgd process and sanitary wastewater (0.13
mgd sanitary); and Outfall 003 - 0.015 mgd cooling water.   Outfalls 001 and 003
directly discharge without treatment; at Outfall 002, treatment is in an equalization
extended aeration system with screening, grit removal, clarification, sand filtration
and chlorination.  Sludge treatment is by  aerobic digestion and on drying beds.
Temperature limits at Outfalls 001  and 003 are based on water quality standards.  The
quantity of goods produced was calculated using the highest monthly average during  the
previous year and these production numbers were used in setting limits for sulfide  and
COD based on effluent guidelines.  Following anti-backsliding provisions, the limits
on other parameters are previous permit limits.  A BMP Plan is required to be
implemented within one year of the  effective date of the permit.  There is no
biomonitoring requirement since past testing has shown no acute toxicity.
Effective Dates  April 1, 1985
Expiration Date:  March 31, 1990
                               Abstract Date:
                                   Final Permit
                                  June 13, 1985
                               EFFLUENT LIMITS (FINAL)
SC0002453:  Startex Mills

       Pollutants
Outfall
Avg./Max. Limits and IMits
Monitoring

Flow
Temperature, Winter
Temperature, Summer
PH
Flow
Temperature, Winter
Temperature, Summer
Dissolved Oxygen
BOD-5
TSS
COD
Chrcmium, Total
Phenols
Sulfide
Fecal Coliform
PH







: ' . ' • . ' j
001,003 :report
:29/31 C
: 31/35 "



: 1/w estimate
: " grab
.11 H
:6.0 - 9.0
002 :report
: 29/31 C
:31/35 ."...-
: 6 . 0 ppm minimum
: 89/165 kg/d
: 184/550
: 794/1588
t 0.06/0. 11
sO. 08/0. 12
S2.6/5.2
: 200/400 per 100
:6.0 - 9.0




(29.3/54.4
(60.7/181.3
(261.8/523.6
(0.02/0.04
(0.03/0.04
(0.86/1.71
ml

s continuous
• H
. n
:l/d grab
mg/l*):2/w 24 hr camp

" *): " "
11 *):l/m
" *): " grab
" *): " , 24 hr ccmp
: 1/w grab
: continuous
: .. . . .. • :
: :
: •.-... ; . - ••
: • . .. :..•-•'•'•-.

• • » '
* •
• •••-_. . *
*Eguivalent concentrations based on 0.8 mgd, but not included in
the permit.

-------
SC0002780:  The Wolverine Brass Works/ in Conway,  manufactures plated plumbing
and plated steel hardware (SIC 3471)  and is in the Metal Finishing Category (40 CFR
433).   Production is approximately 5180 square feet of product per day.
Electroplatingr boiler blowdown, leak testing wastewater, and non-contact cooling
water  is discharged to the Socastee Swamp via Outfall 001.  Internal Outfall 01A
discharges non-contact cooling water to Outfall 001.  Wastewater  treatment consists of
chromium  reduction, lime/caustic addition, settling and precipitation,  and sludge
drying beds.  Effluent limitations for trichloroethlylenef  fluoride,  aluminum,
cyanide, chromium, copper, and nickel are based on water quality standards.   All other
parameters are limited according to effluent guidelines.   Monthly 7-day chronic
toxicity tests, using Ceriodaphnia dubia,  are required with a control and at the
instream waste concentration.  After twelve consecutive  acceptable tests have been
conducted, testing may be reduced to a quarterly basis.   Should any monthly test
result in a significant difference, at the 95% confidence interval,  between the
control and the instream waste concentration,, with respect to reproduction or       ;
survival, a Toxicity Reduction Plan must be submitted within 60 days.   The permit
contains a reopener clause which stipulates that toxicity limitations,  increased
testing, and receiving stream assessments may be invoked if deemed necessary.  Water
quality-based limitations may also be  established.  A BMP Plan is to be developed
within six months and implemented no later than one year after permit issuance.
Effective Date:  December 1, 1984
Expiration Date:  November 30, 1989
                             Abstract Date:
                                   Final Permit
                                January 6,  1989
                               EFFLUENT LIMITS (FINAL)
SC0002780:  Wolverine Brass Works
       Pollutants
Outfall
Ayq./Max. Limits and Units
Monitoring
Plow
Fluoride
AluminsfflL
Cyanide
Chromium_
Copper
Nickel
Zinc

(Net)
(Total)
it
n
n
n
n
Oil and Grease
001 :monitor onlv
: 1.97/3. 93 kct/d
:0.1/0.2
: 0.015/0. 029 "
:0. 049/0. 10 "
:0. 1/0.2
sO.1/0.2
:0.1/0.2 "
:4.9/7.4 "

(4.0/8.0 ma/1)
(0.2/0.4 " )
(0.03/0.06 " )
(0.1/0.2 " )
(0.2/0.4 " )
(0.2/0.4 * )
(0.2/0.4 " )
(10/15 " )
:l/d continuous
:2/m 24-hr comp
. n n '
:l/y arab
:2/m 24-hr corno
. n it
. 	 : 	
. n n
. n n
. 	
tl/w arab
Temperature
Silver (Total)
Cadmium "
Lead "
BODS
TSS
Dissolved Oxyqen
Trichloroethylene
Total Toxic Oraanics
pH
Flow

: :—/32.2 C (— /90 F)
: : 0.012/0. 025 ka/d (0.025/0.05
: -.0.005/0.009 " (0.01/0.02
: :0.1/0.2 " (0.1/0.2
. t— /— (10/20
. :— /— (20/40
: :5.0 ma/1 minimum
: :—/0.450 ma/1
: :— /2.13 "
: :6.0 - 9.0
: 01A : monitor only
* • -
:2/m
ma/1) :l/v 24-hr como
n \ . n n
n \ . n n
" ) ,2/m
" ) . " "
: " arab
s2/m
:l/w arab
:l/d continuous
:l/w flow
: indicator
_ __ 	 ... 	 	 J 	 J 	 __: 	 ; 	 i 	

-------
SC0002798:  Hoechst Fibers  Industries,  located in Spartanburg, South Carolina,
produces polyester  fibers in staple, filament, and spunbond form, and polyester chip
(SIC 2824) in the Organic Chemicals and Plastics and Synthetic Fibers Category
(40 CFR 414).   The plant site includes dimethyl terephthalate (a chemical used to
manufacture polyester) manufacturing facilities which have been shut down.  The
facility has four discharges:  Outfall  001 to Cherokee Creek, Outfalls 002 and 003 to
Pacolet River, and Outfall  004 to an unnamed tributary of the Pacolet River.  001
(0.292  mgd) and 004 (0.154 mgd)  consist of noncontact cooling water, steam condensate,
and stormwater.  002  (0.607  mgd) consists  of process  wastewater,  and 003 normally has
no flow.  Wastewaters are treated by equalization, neutralization, aeration, secondary
clarification, and chlorination. Wastewaters receive additional  treatment by a   	
primary clarif ier and an FE504 mix chamber during the winter.  Sludge is stored on a
three-acre site; if testing performed on a trial tract shows land application to be
environmentally safe, this  method of sludge disposal may be used.  Limitations for
Outfalls 001 and 004 are based on SCDHEC water quality criteria for noncontact cooling
water, steam condensate, and stormwater; oil and grease limits are from the previous
Pjermit.  Limitations for Outfalls 002 and 003 are based on BPJ using the proposed
BPT/BAT guidelines for Subpart B, Plastics Only Subcategory7~414.22 &  414.24.
Guideline concentrations were multiplied by the average flow rates mentioned above.
Temperature limits  are from the previous  permit.  A BMP plan is required.
Effective Dates
Expiration Date:
June 1, 1985
May 31, 1990
Abstract Date:
Final Permit
May 22, 1986
                               EEEljUENT LIMITS (FINAL)

SC0002798:  Hoechst Fibers Industries
Pollutants
Flow
BOD-5
TSS
Oil and Grease
Temperature
PH
Flow
BOD-5
TSS
Phenols
Bis f 2-ethylhexyl )phthala
Acrolein, Ethyl Benzene,
Vinyl Chloride, Cyanide,
Cadmium, Chromium, Coppei
Lead
Fecal Coliform
Temperature
PH
Flow
BOD-5
TSS
PH
Flow
BOD-5
TSS
Temperature
PH

Outfall Avg./Maxo Limits and Units
001 :report
:20/40 ma/1
:20/40 --».•-
: 10/15 "
:— /32 C
Monitoring
: continuous
:2/m 24 hr comp
• n n
t -••"• grab

:6. 0-9.0 •..«.-•
002 :report
: 136/272 kg/d ( 59/119 ma/1
: 249/377 " (102/149
:0. 18/0. 36 " (0. 08/0. 16 "
-e, :report
• n
: " • .- •. - . • • :

: "
: 1000/2000 per 100 ml
:— /35 C 	
:continuous
*) :3/w 24 hr comp
*)'.•»' ii
*r) :l/w grab

: » «.

: " 24 hr comp
• ". »
tl/w grab
:dailv cent.
:6. 0-9.0 .,.• ' . „ . 	
003 :report
- ....

;l/q instant.
: " grab
. n H
: " , *l/m "
004 :
:20/40 ma/1
:20/40 •••...
:3/w instant.
:2/m grab

••--• :— /35 c • » » "
:6. 0-9.0
: .-• -•
*Equivalent concentrations based on 0.607 mqd flow, but not included
:3/w
.
in permit.

-------
SC0003255:  Spring Mills,  Inc.. Grace Finishing Plant, in Lancaster, is in the Textile
Hills. Category  (40 CFR 410).   Production in the Woven Fa^jg. Finishing Subcategory
(410.40,  Subpart D)  is 825,000 Ib/d and consists of desizing, scouring, bleaching,
mercerizing, dyeing, printing, sewing of sheets and pillowcases, and warehousing.
Production in the Low Water Use Processing Snbcategorv (410.30, Subpart C) is 110,000
Ib/d in a Griege Mill and  consists of opening, preparation, slashing, weaving, and
cloth inspection.  Outfall 001 discharges 8.4 MGD  of process  wastewater and domestic
wastewater (0.025 MGD) from the Town of Fort Lawn; Outfall 002 discharges 1.1 MGD of
bottom ash and  filter plant wastewater;  and Outfall  003 discharges  0.092 MGD of
leachate and runoff from the  sludge disposal site.  As of October 1, 1986, outfalls
001 and 002 will be combined  and discharge at  the 001 site.  All three outfalls empty
into the Catawba River.  Presently,  the treatment system consists of a bjiL screen,, an
equalization basin, three  aeration basins,  four secondary clarifiers. an effluent
polishing pond, an aerobic sludge digester, two sludge disposal basins, a sludge field
underdrain catchment  lagoon,  and 102 acres of  sludge  spray disposal area.  The
permittee is in the process of splitting the desizing wastewater from the other
wastewater,  to provide additional treatment for the desizing wastewater.  Two 350,000
gallon desize equalization basins will be constructed, and one of the three aeration
basins will be converted to desizing wastewater only.  Effluent limitations are based
on the following: previous permit limits for fecar coliform; Water Quality Modelling
Of. the Catawba River  for dissolved  oxygen and  ammonia;  and BPT/BAT  guidelines, for
BOD5, TSS, COD, sulfide, phenol, total chromium,  and pH.  A B_MP Plan, to identify and
control toxic and hazardous substances, is to be  developed within six months, and
implemented no later  than one year  from permit issuance.
 Effective Date:
 Expiration  Date:
October 1, 1985
 September 30, 1990
Abstract Date:
     Final Permit
December 28, 1988
                                EFFLUENT LIMITS (FINAL)
 SC0003255:   Spring Mills,  Inc.,  Grace Finishing Plant (Page 1  of  2)
                                                                          Monitoring
* VA-1-"1-"* '*-<=>
FlOOr 	 •
r j.v^w t
BOD5 	 ;
¥*-nJ'J *
TSS (Until 9/30/86) ;
(Beginning 10/1/86) ;
Sulfide 	 ;
H" •*••*' J-'-'G '
Phenol 	 l
•trnyiivA '
chromium (Total) 	 5
Fecal Coliform 	 ;
•gcv-aj. v^v/J-xi.vi.ni i
TYiQc-rrtved Oxvaen :

fijTCftOnjgL 	 •
Oil and Grease 	 ,
*•/-». -1. CUI\J V71.^C<^>^ 1
r«| 	 ,
tr" '
Flow

Oil and Grease
wxj. en iv vji.^i^-j'-
r>H


*r.-i™i Nations and monito.

001 : report 	 	 «
: 1270/2540 kcr/d
•r?r^nn/4R.nno •» - .__,
: 3370/6760 "
: 3500/7140 "
:37.4/74.8 "
:18.7/37.4 "
:18. 7/37.4 «
:' /400 #/100 ml
, 	 :5.0 mg/1 minimum Until 9/30/86) 	 ,
:6.0 mg/1 minimum As of 10/1/86) 	 ,
:114/— ka/d
tin. 7/14. 3 mg/1 'As of 10/1/86)
r :6.0 - 9.0
! 002 ; report 	
; : 129/380 ka/d
• 	 :45.8/61.2 " .:.- 	 --
:6.0 - 9.0
•

cing requirements effective until 9/30/86. —

/d continuous
?,/w ?4 hr comD.



" arab

" 24-hr como
" arab


" 24-hr comD
L /w arab
1/d continuous

L' /w 24-hr comD
" qrab





-------
SC0003255:  Spring  Mills,  Inc., Grace Finishing Plant, in Lancaster, is in the Textile
Mills Category (40  CFR 410).  Production in the Woven Fabric Finishing Subcategory
(410.40,  Subpart D)  is 825,000 Ib/d and consists of desizing, scouring, bleaching,
mercerizing, dyeing, printing, sewing of sheets and pillowcases, and warehousing.
Production in  the Low Water Use Processing Subcategory (410.30,  Subpart C) is 110,000
Ib/d in a Griege Mill and  consists  of opening, preparation, slashing, weaving, and
cloth inspection.  Outfall 001 discharges 8.4 MGD  of process wastewater and domestic
wastewater  (0.025 MGD) from the Town of Fort Lawn; Outfall  002 discharges 1.1 MGD of
bottom ash and filter plant wastewater;  and Outfall  003 discharges 0.092 MGD of
leachate and runoff from the  sludge disposal site.  As of October 1, 1986, outfalls
001 and 002 will be combined  and  discharge at  the 001  site.' All three outfalls empty
into the Catawba River.   Presently,  the treatment system consists of a bar screen, an
equalization basin, three aeration basins, four secondary clarifiers. an effluent,
polishing pond, an aerobic sludge digester, two sludge disposal basins, a sludge field
underdrain catchment lagoon,  and  102 acres of  sJudge spray  disposal area.  The
permittee is in the process of splitting the desizing wastewater .from the other,
wastewater, to provide additional treatment for the desizing wastewater.  Two 350,000
gallon desize equalization basins will be constructed, and one of-the three aeration
basins will be converted to desizing wastewater only.  Effluent limitations are based
on the following: previous permit limits for fecal coliform; Water Quality Modelling
of. the Catawba River for dissolved  oxygen and ammonia; and BPT/BAT guidelines for -
BODS, TSS, COD, sulfide, phenol, total chromium,  and  pa  A  BMP Plan,  to identify and
control toxic and hazardous substances,  is to be developed within six months, and .   :
implemented no later than one year from permit issuance.    :   : ,,   -  , •  • ,  ,
Effective Date:  October 1, 1985
Expiration Date:  September 30, 1990
Abstract Date:
     Final Permit
December 28, 1988
                               EFFLUENT LIMITS. (FINAL)

SC0003255:  Spring Mills, Inc., Grace Finishing Plant (Page 2 of 2)

       Pollutants         Outfall

Flow
BOD5 **
TSS **
COD **
Phenols **
Sulfides **
Zinc
Nickel
CoDoer
Chromium **
Fecal Coliform
DH



T
— ^ 	 	 :__ __

;
.


	 : 	 	 a 	
o
O

	 -• *


O
»
	 J. 	

003 : retort
: 94. 3/141. 5 kg/d
: 94. 3/141 .5 "
: 943/1420 "
:1. 59/2. 40
s3. 13/4. 72 "
:0. 626/0. 907 "
: 0.626/0. 953 "
: 0.626/0. 907
: 0.626/0. 953 "
: 1000/2000 #/100 ml
:6.0 - 9.0




•l/d
(~/45 mg/1) : 4/m

(— /450 " , ) : »
• : ; ." n
• "
(— /0.5 mg/1) : "
( — /0.5 " ) : "
(— /0.5 " ) : "
(— /0.5 " ) : "
. n
. n
.;
- ' ' . ••
-

continuous
24-hr comp
n
n
grab
n
24-hr comp
n
n
n
grab
n



* * .


**Monitoring of
..The poundage
0
€1


these parameters is to be done on the
for the two
for Outfall 001.
discharaes, added toaether

.
.


same days as Outfall 001.
, are hot to exceed the

limits


-------
SC0003441:  The Mobav Corporation, in Charleston, manufactures organic dyes,,
intermediates, organic chemicals,  flavors, and fragrances  (SIC 2865, 2815, 2869)  and
is in the Organic  Chemicals.  Plastics,  and Synthetic Fiber Category (40 CFR 414).
Outfall 001 discharges 4.3 MGD of process and sanitary wastewater, Outfall 002
discharges 1.224 MGD of once-through non-contact cooling water, and Outfall 003
discharges 0.065 MGD of water  filter plant backwash water.   Outfalls 001 and 002  empty
into the Cooper River, whereas, Outfall 003 empties into the Back River.   Wastewater
treatment consists of an equalization basin,  a neutralization chamber with sulfite
waste, carbide lime, and hydrated lime feed, a primary clarifier. two biological
ponds, a secondary clarifier.  and a polishing pond.  Both clarifiers have  an outlet to
a filter, press and sludge pond.  Effluent limitations are based on BPT/BAT guidelines.
State water quality  standards/ and BPJ.  The permittee is required to submit: a plan
within three months, and implement within six months,  a series of studies designed to
evaluate the effluent toxicity of Outfall 001 and the possible impact on the Cooper
River.  One study per quarter is required, with a possible decrease in that frequency
ho be considered after one year of testing.  A BMP Plan is to be maintained and
jpdated to identify and control the discharge of significant amounts of toxic and
hazardous substances.          ,
3ffective Date:
Sxpiration Date:
February 1, 1987
January 31, 1992
                                  Final Permit
              Abstract Date: December 27, 1988
                               EFFLUENT LIMITS  (FINAL)
 3C0003441:  Mobay Corporation
       Pollutants
        Outfall
Avg./Max. Limits* and Units
                                                                           Monitoring
?low : 001
3OD5 :
ro :
?SS t
\mmonia :
'hromium 	 *
topper (Until 12/31/88) :
(Beginning 1/1/89) :
5inc :
>henols :
lethvlene Chloride :
ienzene :
toluene 	 :
Jis (2-Ethylhexyl) phthalate
:-NitroDhenol :
:.4-Dinitroohenol :
'ecal CoHforms :
•rsenic =

'Tow : 002
005 :
inc :

low : 003
SS "
H :

:monitor only
: 900/1340 kg/d (1985/2955
: 6195/9280 " (13,655/20,
: 650/975 " (1435/2150
: 250/325 " (545/720 1
=1.5/2.5 " (3.2/5.4 Ib
=2.04/4.1 n (4.5/9.0 Ib/
=1.2/2.4 " (2.7/5.4 "
=1.7/3.1 " (3.8/6.8 "
J3.3/4.9 " (7.2/10.8 "
: monitor only
"
"
"
"
• , ". - " ' -
=1000/2000 #/100 ml
=50/100 ug/1
=6.0 - 9.0
imonitor only
=5/10 ma A

** :95 ma/1)
465 Ib/d)
Ib/d)
b/d: 20 ma/1)
/d: 150 ug/1)
d: 0.5 ma/1)
: 150 ua/1)
: 250 " )









- ..


=1.19/1.99 kg/d (2.63/4.38 ** sl.SmaA
:6.0 - 9.0
rmonitor only

=6.0 - 8.5
• .





: continuous
:3/w 24-hr como
. n "
j
. n , n
_. 	
. n . . n
n -
;2/w
. n n
<
. n n
. n n
t'
:3/w grab
:l/q grab
. n n
_« 	 : 	 ; 	
. n n
. n n
. n n -
..t — , — .
.. n n
jl/m grab
: ", 24-hr COITBD
.continuous
;2/m continuous
: " 24-hr corao
^ n n
• a grab
sl/m estimate
: " grab


• j .. . _ •_• — • 	 j 	
*Avg» Monthly/Max » Daily
*Units are Ib/d 	







-------
SC0004286;  The Square D Company.  Inc., is legated in Columbia, and manufactures
various electrical control devices, such as crane, pump and motor controls, welding
registers, lifting magnets,  etc.  (SIC 3622, 3615).  This facility is in the Metal
Finishing Category (40 CFR 433).   The following is a description of the outfalls that
discharge to Goose Branch; 001 -13,200 gpd of process wastewater; 002 - 11,000 gpd of
sanitary wastewater; and 003 - 4000 gpd of non-contact cooling water.   Wastewater
treatment consists of cyanide oxidation, chromium reduction, metal precipitation, and
extended aeration.  Effluent limitations are based on water quality standards for pH,
nickel (Max. Daily),  and Total Residual Chlorine; effluent guidelines for toluene,
nickel (Avg.  Monthly),  copper,  and silver;  Departmental Operating Procedure for oil
and grease; wasteload allocation for BODS  (outfall 001);  and the remaining parameters
are the same as. the previous permit.  During the first, third, and fifth year, the
permittee is required to perform a macroinvertebrate study and submit the final
results and conclusions within 90  days after each study is completed.  A solvent
management plan is to be submitted within 90 days of the effective date of the permit
and a BMP Plan shall be updated and maintained.
Effective Date:  October 1, 1986
Expiration Date:  September 30, 1991

             '                  EFFLUENT LIMITS (FINAL)

SC0004286:  Square D Company, Inc.
                             Abstract Date:
                                   Final Permit
                                January 5, 1989
       Pollutants
Outfall
Avg./Maxi, Limits and Units
Monitoring
Flow
BODS
TSS
Toluene
Oil and Grease
Cadmium
Chromium (Totall
Cyanide "
Lead
Zinc
Sul fates
Nickel (Total)
CoDT?er " •
Silver ."••-•
Ammonia
DH
Flow
BODS
TSS
Fecal Col if orm
Total Residual Chlorine

DH
Flow
BODS
TSS
Temperature
PH ' . '


*Poundage limits based
**Poundage limits based
: 001
•
•
•
•
• -
•
•
:_• 	 _.

• '
.» .
•
._* 	
V
_*_ — 	
: • -
• .
*
*
*
•
• .... .
•
: 002
• "
.* 	
»
»
•
•
•
•
»
•
» _ _.
: 003
•
*
» -
•
•
•
•
on 16,
on 20,
* :monitor onlv
:1. 5/3.1 kg/d
:0.9/1.8
. 	 /__
• /
. /
:0. 014/0. 03 "
: 0.014/0. 03 "
:0. 007/0. 04 "
:0. 014/0. 03 "
:0. 014/0. 03 "
imonitor onlv
: 0.09/0. 25 kg/d
:0. 13/0. 21
:0. 015/0. 026 "
imonitor onlv
:6.0 - 9.0
**: monitor onlv
: 2. 27/4. 54 kg/d
: 2. 27/4. 54
.-1000/2000 #/100
: monitor onlv
: 0.26/0. 45 mg/1
:6.0 - 8.5
: monitor onlv
: 10/20 mg/1
: 20/40 " • - .
: — /32 C (— /90
:6.0 - 8.5
• *
:
200 GPD.
000 GPD.

(25/50 ma/1.)
(15/30 " )
(— /2.13 " )
(10/15 " )
(0.25/0.50 " )
(0.25/0.50 " V
(0.11/0.60 " )
(0.25/0.50 " V
(0.25/0.50 " )

(1.46/3.98 ma/1)
(2.07/3.38 "" )
(0.24/0.43 " )



(30/60 mg/1)
(30/60 " )
ml
(Until 06/30/88)
(As of 07/01/88)




F)





:l/d continuous
:l/w 24^-hr comb
. n n
:l/m grab
:l/w n
: " 24-hr comp
. n n
: " grab
: " 24-hr comp
. ™ "
. " n ,
:l/m 24-hr comp
:l/w
:l/m
: " grab ,
:l/w "
:l/d continuous
:l/w 24-hr comp
• . n 11
: " grab ' •
.n ii
.' n n
. n n
:l/m instant.
: " grab
. n n
. n ii
:l/w "
•
* '



-------
SC0024554:*  Cooper Industries. Tnctr Crescent Division, in Sumter,  is engaged in the
forging, machining, heat treating, polishing,  plating,  packaging and shipping of
mechanics hand tools  (SIC 3423, 3471, 4930).  The facility is in the Metal
Finishing Category (40 CPR 433)  and has  two discharges to a drainage ditch to
Pocalla Creek to the Pocotaliao River.  Outfall 001 consists of the following:  68,000
gpd plating wastewater treated by chromium  reduction, precipitation and
neutralization, and sludge is dewatered by centrifuaation. followed by landfilling;
and 2,000 gpd oil laden water treated by coagulation and neutralization.   Outfall 002
is 700,000 gpd cooling water from heat exchangers, specifically denoted'in the permit
as noneontact cooling water with no biocides or water treatment additives.  Effluent
limitations are based on the same  water quality standards as the previous permit,
except for Total Toxic Organics, which is based  on effluent guidelines.  During the
first, third, and fifth year of the permit, a static acute 24-hour toxicity test is to
be performed on the wastestream after Outfalls 001 and 002 combine.  A BMP Plan, to
identify and control toxic and hazardous substances, is to be maintained  and  updated.
Effective Date:  April 1, 1986
Expiration Date:  March 31, 1991
                           Abstract Date:
                                   Final Permit
                              December 28,  1988
                               EFFLUENT LIMITS  (FINAL)
SC0024554:  Cooper Industries, Inc.
       Pollutants
Outfall
Ava./Max. Limits and Units
                                                                          Monitoring
Plow : 001

Chromium (Total) :
Nickel tt :
Zinc " :
Oil and Grease :
Total Toxic Oraanics :
Cadmiur. (Total) :
Coooer n :
Lead " :
Silver " t
Cvanide " :
pH :
Plow : 002
Temperature :
Total Residual Chlorine :
pH :

.
.
.
.
.
:
: report
:2. 65/5. 30
: 0.15/0. 60
:0. 15/0. 30
: 0.078/0. 16
:2. 65/3. 98
:— /0.56
: report
• "
n
• "
• **
:6.0 - 9.0
: report
:32.2 C
: report
:6.0 - 8.5
.
.
.
*
.
.
: .

ka/d .-. (10/20 ma/1)
" (565 ua/l/2.30,ma/l)
" (572/1144 ua/1)
n (295/590 . " )
" (10/15 ma/1)
" (—72.13 " )







(90 F)

_ 	







1/d continuous
1/w 24 hr comp
n n ,
n it
n n
" arab
1/y 2 4-hr • comp
n n

n n
n n
n "
J /ro arab
1/m instant.
11 arab
1/y
J/m








-------
SC0026506:  E.I.  DuPont de Neroours &. Co.. Inc.,  in Charleston,  manufactures polyester
resin and fiber  (SIC 2824, 2821)  and  is in the Organic Chemicals/ Plastics,  and
Synthetic'Fibers Category (40 CFR 414).  Outfall 001 discharges 1.673 MGD of process
and sanitary wastewater into the Cooper River.  Process wastewater is.treated by
mixing, neutralization, activated sludge biological treatment, sludge aerobic '
digestion, and the sludge is land applied on site.  Sanitary waterwater treatment
consists of grinding, neutralization, activated sludge biological treatment.
clarification, and chlorine disinfection.  Effluent limitations for BODS and TSS are
BPCT based on demonstrated plant performance,  and limitations for fecal coliform and pH
are based on State water  quality standards'.  The permittee is required to develop and
implement a biological study plan that would  utilize a 48-hour static acute toxicity
test to determine the impact of the effluent on the receiving stream. -A BMP plan is
to be developed within six months, and implemented no later than one year after permit
issuance.                                                                           -
Effective Date:  October 1, 1986
Expiration Date:  September 30, 1991
                    Final Permit
Abstract Date: December 30, 1988
                               EFFLUENT LIMITS (FINAL)

SC0026506:  E.I. DuPont de Nemours & Co., Inc.

       Pollutants         Outfall      Avg./Max.  Limits and Units
                     Monitoring
Flow
BODS
TSS
Total Residual Chlorine
Fecal Coliform
pH
-


-




- •• • " •


'

001




'-


.
-
"
_



.



monitor onlv \
190/380 ka/d (420/840 Ib/d)
318/728 " (700/1600 " )
monitor only
1000/2000 #/100 ml
6.0 - 9.0

: - -. .'. -- I:

.


"
. * . . . . , . . . s.





1/d continuous
3/w 24-hr comp
n ii
I/occur arab *
2/m arab
1/d













*TRC shall be monitored once per occurrence, but need not exceed once per month.

-------
SC0033022:  Detyens Shipyards. Inc.. in Wando,, is a shipbuilding and repair facility
(SIC 3731) in the Shipbuilding and Repair Category (40 CFR 470).   Outfall 001
discharges 14,400 gpd of domestic wastewater,  which  is treated by activated sludge,  to
the Wando River.  Effluent limitations are based on secondary treatment standards.
except for pH which is based  on water  quality standards.  The permittee is required  to
develop and implement a BMP Plan which is to address  the  following items at a minimum:
1) control of large solid material; 2)  control of blasting debris; 3)  oil,  grease, and
fuel spills; 4) paint and solvent spills; 5) abrasive blasting debris; 6)  segregation
of wastewater  flow in dry dock;  7)  contact between water and debris;  8) maintenance  of
gate seals and closure; 9) water blasting, hydroblasting, and  water-cone abrasive
blasting; 10) maintenance of  hoses, soil chutes, and piping; and 11) overall general
house cleaning operations and procedures to  prevent wastes from entering waters by
air/ stormwater,  or direct discharges.  The permit contains a standard reopener
clause.
Effective Date:  August 1, 1987
Expiration Date:  July 31, 1992
Abstract Date:
  Final Permit
March 30, 1989
                               EFFLUENT LIMITS (FINAL)

SC0033022:  Detyens Shipyard, Inc

       Pollutants         Outfall      Avg./^ax. Limits and Units
                  Monitoring
Plow
BOD5
TSS
Fecal Coliforro
Total Residual Chlorine
Dissolved Oxygen
Oil and Grease
pH










001

















14, 4TV3 4, 400 opd
30/60 ma/1
30/60 "
200/400 #/100 ml
0.5/1.0 ma/1
1.0 mg/1 minimum
10/15 mg/1
6.0 - 9.0
•


•






continuous
2/m 24-hr comp
n n
" grab
n n
n n
n n
1/m









1

-------
SC0037770:  Swygert- Shipyard  & Drydock.  in Johns Island,  is a shipbuilding and repair
facility  (SIC 3731) in the Shipbuilding and Repair Category  (40 CFR  470).  Outfall 001
discharges 6625 gpd  of domestic  waste water,  which is treated by activated sludge,, to
the Stono River.  Effluent limitations are based on secondary treatment standards for
BCD5, previous permit limits  for.'TSS,  and a wasteload allocation for the remaining
parameters.  The permittee is required to develop and implement a BMP Plan which is to
address the following items at a minimum: 1)  control of large solid  material; 2)
control of blasting debris; 3) oil, grease, and fuel spills; 4) paint and solvent
spills; 5) abrasive blasting debris; 6) segregation of wastewater flow in dry dock; 7)
contact between water and debris;  8) maintenance of gate  seals  and closure; 9)  water
blasting, hydroblasting,  and water-cone  abrasive blasting; 10) maintenance of hoses,
soil chutes, and piping;  and  11) overall general house cleaning operations and
procedures to prevent wastes from entering waters by air, stormwater, or direct
discharges.  The permit contains a  standard reopener  clause.                      ' •  ..

Effective Date:  May  1, 1987                                              Final Permit
Expiration Date:  April 30, 1992                        Abstract Date:  March 30, 1989
                               EFFLUEOT LIMITS (FINAL)

SC0037770:  Swygert Shipyard & Drydock

Flow
BCUb
TSS
Tota
Tota:
Pollutants



. Coliform
. Residual Chlorine
Dissolved Oxvgen
PH

Outfall Avg./Max. Limits and Units
: :
: 001 : 6625/6625 gpd
: s30/60 no/1
: :15/30 "
: : 70/230 #/100 ml .
: :0. 5/1.0 rng/1
: il.O-mq/1 minimum
: :6.0 - 9.0
Monitoring
m . . - '
:continuous
;2/m 24-hr comp

; " grab
. n n
» ft n ;."""
:l/m "

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SC0037826:  Specialty Industrial Products, Inc.,  in Spartanburg,  manufactures
emulsifiers, fiber lubricants, detergents, and defoamers (SIG 2843, 2869)  and is in
the Organic Chemicals, Plastics, and Synthetic Fibers Category (40 CFR 414,
Subpart D).  Outfall  001  discharges  approximately 0.006 MGD of process wastewater and
stormwater to Peters Creek.  Wastewater treatment consists of a powdered activated
carbon feed and sand filter system  (presently under construction),  an off-line spill
holding tank,  two parallel sediment and oil separation tanks, aeration basins/ a
Scarifier with sludge return, a 120-day aeration basin with settling and post-
aeration, and  a chlorine contact chamber.   Effluent limitations are based  on  Water
Classification Standards for zinc,  Standard Bureau Operating Procedures for oil and
grease, and the remaining parameters are based on BPJ.  Except for the limit  on oil
and grease, the effluent limitations are the same as those in the previous permit.
Quarterly 96-hr, acute toxicity tests are required, using the bluegill,  Lepomis
macrochirus.  The LC50 shall not be less than 71% effluent.   A biological study plan
to determine the impact  of the discharge on the receiving stream, is to be submitted
within three months, and implemented no later than six months after permit issuance.
A BMP Plan is to be developed within six months, and implemented no later than one
year after permit issuance.
Effective Date:  December 1, 1987
Expiration Date:  November 30, 1992
Abstract Date:
   Final Permit
January 5, 1989
                               EFFLUENT LIMITS  (FINAL)

SC0037826:  Specialty Industrial Products, Inc.

                          Outfall
                   Monitoring

Flow
BODS
TSS
Surfactants
Tefc rachloroethylene
Zinc
Phenols
Oil and Grease
Otoxicitv
PH 	
: 001 : — 70.006 MGD
: il.13A.70 kg/d (—7150 mo A)
: :— -71.36 " ( — 760 " )
: :— 70.023 " (— A.O " )
i :— 70.0014 " (— 70.050 " )
-. :— 70.011 " (—70.5 " )
t :0. 050/0, 075 ma/1
: :— A5 rog/1
: : 96-hr LC50 > 71% effluent
: :6.0 - 8.5 ,
:l/d continuous
:l/w 24-hr comp
- • 	 __ — ___
: " grab
,1/m
: " 24-hr comp
: " grab
. n it
jl/q acute
:1/d

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SC0038121:  The Union Camp Corporation integrated kraft mill  in Eastover, is in the'
Bleached Kraft Subcateaory of the Pulp, Paper,  and  Paberboard Category (40  CFR 430).
Products include envelope papers, tablet paper, computer paper and office paper (SIC
2621)..- By-products are turpentine and toilet soap  (SIC 2861).  The plant is designed
to  reach maximum production in three phases:  Phase I - 675 tons/d; Phase II - 1450
tons/d; Phase III - 2250 tons/d.  The mill is currently in Phase I and is not expected
to  enter Phase II until January, 1991.  Outfall 001 discharges approximately 7.83  MGD
of  treated process wastewater, treated sanitary wastewater, and stormwater to the
Wateree R^ver.  Internal Outfall 001A routes treated sanitary wastewater to the
process wastewater treatment system.  The process waste treatment system consists of
screens, a clarifier, two aerated stabilization basins, two final settling ponds,  a
Storage pond, sludge filter presses with an on-site landfill. Parshall flume, foam  '
separation chamber, and two  effluent diffusers.  The sanitary treatment system is
comprised of an activated sludge treatment plant consisting of flow equalization
tanks, qomminutor, extended aeration tanks with blowers, secondary clarifiers with a
sludge digester, a chlorine contact tank, and subsequent discharge to the process
treatment aerated stabilization ponds.  Effluent limitations for BODS and TSS are NSPS
based on effluent guidelines.  Limits for nitrogen and phosphorus are based on BPJ.
with water guaiity. concerns  taken into account.  The permit is a controlled release
type with the following stipulations:  (1)  release can only  occur when river  flow is
>800 cfs and upstream  dissolved oxygen  is between 5.0  and  8.0 mg/1; and (2)  a series
of  river flow/BOD5 equations with upstream dissolved oxygen between  5.0 and 8.0 mg/1
govern the mass discharge of BOD pending the development and calibration of a water
quality model by Union Camp.  Discharges  are allowed at river flows <800 cfs,  but
river monitoring must verify that the dissolved oxygen standard of 5.0 mg/1 is not
violated.  A year-long  instream  biological  assessment must begin no later than six
months after wastewater from Phase II is generated.  A final report must be  submitted
eighteen months after the assessment begins and shall elucidate the difference(s)  and
the significance of the difference(s) between  baseline,  Phase I,  and  Phase II
biological data.  A BMP Plan  is to be developed within six months and  implemented  no
later than one year after permit issuance.
Effective Date:  April 1, 1987
Expiration Date:,,- March 31, 1992                     Abstract Date:

                              . EFFLUENT LIMITS (FINAL)

SC0038121:  Union Camp Corp. (Page 1 of 2)
                                                Final Permit
                                           December 29, 1988
       Pollutants
Outfall
Ayg./Max. Limits and Units
                                                                          Monitoring
PHASE I
Flow
BODS
TSS
Total Nitrogen
Total Phosphorus
PHASE II
Flow
Total Nitrogen
Total Phosphorus
(interim limits based
BODS
TSS
(final limits based on
BODS
TSS
— _: _ . . ' :
: 001 : <3% of river flow after mixing
: :1900/3490 kg/d (4190/7700 Ib/d)
: :2940/5140 " (6480/11.300 " )
: :1..6S Ib/d (Annual average)
: :220 " (Annual average)
: : - • - • •
: : <6% of river flow after mixing
: :2330 Ib/d -(Annual average)
: :440 " (Annual average)
on 1100 tons/d of product)
: : 3090/5670 kg/d f 6820/12, 500 Ib/d)
: :4760/9070 " (10,500/20.000 " )
1450 tons/d of product)-
: : 4080/7500 kg/d (8990/16.500 Ib/d)
: : 6310/10. 859 " H3_r 900/23^000 " J
.
;l/d continuous
: " 24-hr comp
. n • n
:l/w "
. n n
.
:l/d continuous
:l/w 24-hr comp
. n n

:l/d 24-hr comp
. n n

: 1/d 24-hr comp
. n n

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SC0038121:  The Union Camp Corporation integrated kraft mill in Eastover,  is,in the
pleached Kraft Subcateaorv of the Pulp, Paper. §M Paperboard Category (40 CPR 430).
Products include envelope papers, tablet paper, computer paper and office paper (SIC
2621).   By-products are turpentine and toilet soap (SIC 2861).  The plant  is designed
of treated process wastewater, treated sanitary wastewater, and stormwater to the
Wateree River.  Internal Outfall 001A routes treated sanitary wastewater to the
process wastewater treatment system.  The process waste treatment system consists of
Screens, a clarifies two aerated stabilization basins, two final settling-ponds, a
storage ponA sludge filter presses with an on-site landfill, Parshall flume,  foam
separation chamber,  and two effluent diffusers.  The sanitary treatment system is
comprised of an activated sludge treatment plant consisting of flow equalization
tanks, comminutor, extended aeration tanks with blowers, secondary clarifiers. with a
sludge digester, a chlorine contact tank, and subsequent discharge to the process  ,
treatment aerated stabilization ponds.  Effluent limitations for BCD5 and TSS are NSPg
based on effluent guidelines.  Limits for nitrogen and phosphorus are based on B2J,
with Hiiejc. quality concerns taken into  account.  The permit  is a controlled release
type with the following stipulations: (1)  release can only occur when river  flow is
>800 cfs and upstream dissolved oxygen is between 5.0 and 8.0 mg/1; and  (2)  a s_eries
of river flow/BOD5 equations with upstream dissolved oxygen  between 5.0 and, 8.0 mg/1
govern the mass discharge of BCD  pending the development and calibration of a water
quality model by Union Camp.  Discharges are allowed at river flows <800 cfs,  but
river monitoring must verify that the dissolved Oxygen standard of  5.0 mg/1 is not
violated.  A year-long instream biological assessment must begin no later than six
months after wastewater from Phase II is  generated.  A final report must be submitted
eighteen months after the assessment begins and shall elucidate the difference(s) and
the significance of  the difference(s)  between baseline, Phase I, and Phase II
biological data.  A BMP Plan is to be developed  within six months and implemented no
later than one year  after permit issuance.
Effective Date:  April 1, 1987
Expiration Date:  March  31, 1992
                     Final Permit
Abstract Date:  .December 29, 1988
                                EFFLUENT LIMITS  (FINAL)

 SC0038121:   Union Camp Corp.  (Page 2 of 2)

       Pollutants         Outfall      Ava./Max. Limits and Units
                     Monitoring
PHfiSRS I and II 	 ;
Fecal Coliform 	 ; 001
Pnl or :
•
Dissolved Oxvgen :
pH 	 ;
Plow 	 : 001A
BOD5 	 ; 	

Pena 1 Col i form :

*





*Monitoring frequency is reduced i

monitor only 	 .
Color change of river <40 units
after mixing
1.0 mg/1 minimum : 	 ,
5.0 - 9.0
monitor only 	 ._,
n
n
200/400 #/100 ml





' ' . 	 _!

-o I/week once production reaches 1450

1/w grab
1/d grab *
.
1 /d grab
1/d continuous
1 M continuous
rl/W arab
it H
Vw grab







tons/d.

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SC0038148:  Braswell Shipyard.  Inc..  in Charleston, is a shipbuilding and repair
facility  (SIC 3731) in the Shipbuilding and Repair Category  (40 CFR 470).  Outfall 001
discharges 10,000 gpd of domestic wastewater,  which is treated by activated sludge, to
Shipyard Creek to  the Cooper River.  Effluent limitations are based on secondary
treatment standards, except for pH which  is based on  water  quality standards.  The
permittee is required to develop and implement a BMP Plan which is to address the
following items  at a minimum: 1) control of large solid material; 2) control of
blasting debris; 3) oil, grease, and  fuel spills; 4) paint and solvent spills; 5)
abrasive blasting debris; 6) segregation of wastewater flow  in dry dock; 7) contact
between water  and  debris;  8) maintenance  of gate seals and closure; 9) water blasting,
hydroblasting, and water-cone abrasive blasting; 10) maintenance  of hoses, soil
chutes, and piping;  and 11) overall general house cleaning operations and procedures
to prevent wastes  from  entering  waters by air, stprmwater,  or  direct discharges/The
permit contains  a  standard  reopener clause.
Effective Date:  May 1, 1987
Expiration Date:  April 30, 1992
                              , .    Final Permit
                 Abstract Date:  March 30, 1989
                               EFFLUENT LIMITS (FINAL)

SC0038148:  Braswell Shipyard, Inc
       Pollutants
Avg./frlax. Limits and Units
Monitoring
Flow
BGD5
TSS
Fecal Coliform
Total Residual Chlorine
Dissolved Oxvaen
DH










001 :
•
•
•

•
' •



•
-

*
.
.
- :
10,000/10.000 apd ^continuous
30/60 ma/1 :2/m 24-hr comp
30/60 " : -"• ».
1000/2000 #/100 ml • " arab
0.5/1.0 ma/1 : " "
1.0 ma/1 minimum . : " • "
6.0 - 9.0 :l/m "

• : - •. . •
-.--.."
•. • . -.--.••• '
•• - . • •: . • .
-, . • ...-.'
•• . V
- - - :- . .
• •'. • •. •'..-'.• -,- .
•• • • - •-.-

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SC0038555:  fiirco Carbon, Inc. manufactures graphite electrodes, from petroleum and
coal products, for electrical arc steel furnaces (SIC 3624)  at their facility in
Ridgeville.  This facility is in the Electrical and Electronic Components Category
(40 CFR 469).   Outfall 001A discharges spent process wastewater (77,700 gpd),  sanitary
wastewater (4300 gpd)f and contaminated stormwater (54,000 gpd) from the treatment
facility to a wastestream, where it is mixed with uncontaminated stormwater runoff and
ultimately discharged via Outfall 0.01  to Timothy Creek to Four Hole Swamp to the
EdAsfo River.  Sanitary waste is treated in a package plant with a chlorinator;
process cooling water is  treated by a  corrugated plate interceptor, pipe flooculator
with alum and polymer, and a dissolved air flotation system.  The  combined discharge
is routed through a cascade aerator to the main outfall.  A holding pond is available
to accept both wastestreams,  if necessary, as well as first flush rainwater runoff.
Effluent limitations  are  based on EPA water quality criteria for chlorine, State Water
Classifications and Standards for fecal coliform,  and BPJ. for the  remaining
parameters.  All limitations, except for fecal coliform, are the same as the previous
permit.  The permit contains a reopener clause, with respect to chlorine.  A BMP Plan,
to identify and control toxic and hazardous substances, is to be updated and
maintained.                                                              ,
Effective Date:  February 1, 1988
Expiration Date:  January 31, 1993
                             Abstract Date:
                                   Final Permit
                                January 5,  1989
                               EFFLUENT LIMITS ^FINAL)
SC0038555:  Airco Carbon, Inc.
       Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow : 001A *
BOD5 :
TSS :
Oil and Grease :
Fecal Coliform :
Dissolved Oxyaen :
Temperature :
pH :
BODS : 001
Dissolved Oxyqen :
Total Residual Chlorine :

.
.
.
: monitor only
:7.7/17 ka/d (15/30 ma/1)
: 15/34 " (30/45 " )
: 5. 0/11 " (10/20 " )
: 1000/2000 #/100 ml
:5 ma/1 minimum
:95 F (35 C)
:6.0 - 9.0
tmonitor only
:5 ma/1 minimum
tmonitor onlv (Until 10/31/88)
:< 100 ucr/1 (As of 11/01/88)
• • - •• -
*
.
jl/d continuous
sl/w 24-hr comp
„ n n
2 " arab
„ n ii
si/d
Sl/w
2 continuous
:l/m arab
il/d "
sl/w
• • n n
	 - - - * 	
*
*
: : . % 	 : 	
: : .- . - • - • « j 	
11 ! 	

: : p •• ....... J 	
; t 	 1 	 '
; ; ' 	

: : . . *: 	
• * ' • S
*Hass discharae limitations based
300,000 GPD.
upon ava. flow of 136,000 GPD and

max. flow of


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SC0040517:  Thermal Oxidation Corporation. Inc..  in Roebuck, operates a commercial
incinerator of organic hazardous waste,  which produces wastewater upon  quenching the
incinerator off-gas.  The wastewater is treated by pH adjustment, cooling,  and
auxiliary carbon adsorption.  There is no Point Source Category for this facility.
The fume scrubber wastewater  is discharged at a  rate  of 0.22 MGD to the North Tyaer
Rivet via Outfall 001.  Effluent limitations are based on EPA water quality criteria.
Semi-annual acute flow-hhrouah  toxicity tests  are required to determine the 96-hr IC50
for bluegill sunfish.  Lepomis macrochirus. or other State approved species.   The tests
are to use 100% effluent from Outfall 001. An instream macroinvertebratP assessment
must be conducted twice per year (spring and fall)  to  evaluate the impact of the
discharge on the receiving stream.   The permittee must develop and  implement a BMP-
                                                            ;  •  .  -   '    Final Permit
                                                         Abstract Date:  April 4, 1989
Effective Date:  January 1, 1987
Expiration Date:  December 31, 1991

                               EFFLUENT LIMITS (FINAL)

SC0040517:  Thermal Oxidation Corporation,  Inc.

       Pollutants         Outfall
: •
LIMITS EFFECTIVE UNTIL E
Flow
Total Oraanic Carbon
TSS
Total Dissolved Solids
Temperature
Antimony
Arsenic
Cadmium
Chromium
Coooer
Lead
Mercury
Nickel
Zinc
Toxicity
PH

LIMITS EFFECTIVE JANUARY
Flow
Total Oraanic Carbon
TSS
Total Dissolved Solids
Temperature
Antimony
Arsenic
Cadmium
Chromium
Cocoer
Lead
Mercury
Nickel
Zinc
3CEMBER 31. 1986
001 :— 70.22 MGD
:— 720 ma/1 -,
:— 740
:— 713.600 ka/d
:— 737 C
:2. 0/4.0 ma/1
:— /0.25
:~/0.071 "
:— /0.5 "
:— /0.5
:— /0.25 "
:— /0.010 -" (Effective
-:— /0.5 n
:— /0.5 "
: determine 96-hr LC50 in
:6.0 - 9.0
•
1. 1987
001 :— /0.22 MGD
:— /20 ma/1 .
:— /40 "
:— /13.600 ka/d
s— /37 C
: 2.0/4.0 ma/1
:— /0.10
:— /0.071 "
:— /0.5 "
s— /0.5
: — /0.25 "
:~/0.0013 " (Effective
i— /0.5 "
:— /0.5 "
Toxicity : tdetermine 96-hr 1C 50 in
DH . .6.0 - 9.0

	 ;l/d continuous
	 ; " 24-hr comp
:l/w •"
.it n
1 	 ;l/d continuous
:l/w 24— hr como
sl/d • " . .
. ,n n
. n n
. • n • n
. n n
until 12/31/87)" "
.n it
. n n
100% effluent:2/y flow-thru
	 ;l/d continuous
* ;

;l/d continuous
	 ; " 24— hr comp
:l/w "
. n n
	 	 ;l/d continuous
:l/w 24-hr como
:l/d "
. n n •' '
. n n
. n n
.it it
01/01/88) : " "
.it n
. n it
100% effluent:2/v flow-thru
:l/d continuous

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SC0042188:  Williamette Industries,  Inc., is in the process of constructing a pulp and
paper mill  (SIC 2621) near Bennettsville.  The facility is in the Pulp,  Paper.*, and
Paperboard Category  (40 CFR  430,  Subparts G and I)  and the Builder's Paper and. Board
Hills Category (40 CFR 431).   The proposed mill will be fully integrated  (i.e. a
bleached kraft pulp mill  and a fine  paper machine will be on-site) and will produce
rolls of bleached fine paper  to be shipped off-site and converted into business forms,
computer bond, copy paper, and other products.  Production in the initial start-up
phase, known as Phase I,  will be  625 tons/d, and  Phase II  (scheduled for 1997) will be
1125 tons/d.   Outfall 001 will discharge 15 MGD in,Phase I,  and  21 MGD  in Phase II, of
process and sanitary wastewater,  cooling water, 'and stormwater runoff to the p_ee Dee
River.  Outfall 002 will  discharge an unspecified amount of water plant filter
backwash water.  Sanitary wastewater will be treated in an activated sjijdge system
prior to being discharged to  the process wastewater treatment system via internal
outfall 01A.  Process wastewater  treatment consists of flotation, sedimentation,
aerated lagoons, and stabilization ponds.  Effluent limitations for chloroform are
water quality  standards based on human health criteria, whereas BOD5 and TSS are SSPS
based on the effluent guidelines.  The permit is  a  controlled-release type and
extensive dissolved oxygen modelling of  the Pee Dee River has resulted  in restrictions
of BOD loading based on river flow during Phase I.  These restrictions range from 0
Ib/d BOD at 1235 cfs to 6050 Ib/d at 1410 cfs.  After  initiation of the discharge,
quarterly 7-day chronic renewal toxicitv tests  are  to  be conducted with a control and
at the instream waste concentration (1.85%), using Ceriodaphnia.   Should any toxicity
test indicate  a significant  difference,  at the  95%  confidence interval, in
reproduction or survival  between  the control and  the IWC,  a  Toxicity Reduction Plan
must be submitted within 60  days of notification.  Pre- and  post-discharge fish and
macroinvertebrate assessments are to be  conducted at up and downstream  locations in an
effort to identify and  quantify the  species living  in  the. Pee Dee River.  Fish tissue
analyses,  for  2,3,7,8-TCDD and 2,3,7,8-TCDF,  must be performed upstream and
downstream, prior to initiation of the discharge and during  the fifth year of the
permit, to determine if bioaccumulation is occurring.  A sampling strategy tor the
analysis  of the sludge for 2,3,7,8-TCDD  and 2,3,7,8-TCDF must be submitted with the
treatment plant construction permit  application.  A BMP Plan must be submitted within ,
six months and implemented no later than one after permit issuance.
 Effective Date:  June 1, 1988
 Expiration Date:  May 31, 1993
Abstract Date:
     Final.Permit
December 30, 1988
                                EFFLUENT LIMITS (FINAL)

 SC0042188:  Williamette Industries, Inc. (Page 1 of 2)

                           Outfall      Avg./Max. Limits and Units
                     Monitoring

Plow
f J.WW
Riverflow
Armani?
001


^monitor onlv





2>3r7i.8-TCDD Toxicitv Equivalent : " 	 	 -u
Fecal Coliforms - ' " — — 	 »
Color (Effluent) _


reaml s
Color (Increase above background)
Dissolved. Oxygen

PHASE I
j-raruu J,
BOD5 	
TSS
Chloroform
EHASE_H 	 	
BOD5 	
, Chloroform 	








• *

; <40 color units
sl.O ma/1 minimum
:5.5 - 9.0
.
: 2740/5080 kg/d
; 4400/8350 "
:1.7/3.4 "
;3515/647U Kg/a
: 5440/13, 320 "
si. 74/3. 48 "


after mixing


- . 	 : 	 i
(6050/11,200 Ib/d)
(9700/18.400 "

(12,000/22-750 " )
(22/44 uq/1)

1/d continuous

l/m 24-hr comp
2/y 5-dav comp
1/w grab
1/d

l/d calculate
1 /A grab
1/d continuous

J/d 24-hr como

1 /d 24— hr coiriD

l/m grab

-------
 SC0042188:  fflLJUiamette Industries.  Inc*, is in the process of constructing a pulp and
 paper mill (SIC 2621) near Bennettsville.  The facility is in.the Palp,, Papers  and
 Paperboard Category  (40 CFR 430, Subparts  G and I) and the Builder's Paper and Board
 Mills Category (40 CFR 431).   The proposed  mill will be fully  integrated  (iTeT a
 bleached kraft pulp mill and a fine paper machine will be on-site) and will produce
 rolls of bleached fine paper to be shipped off-site and converted into business forms,
 computer bond, copy paper, and other products.  Production in the initial start-up
 phase,  known as Phase I,  will be 625 tons/d, and Phase II (scheduled for 1997)  will be
 1125 tons/d.   Outfall 001  will discharge 15 MGD in Phase I, and 21 MGD in Phase II, of
 process and sanitary wastewater, cooling water, and stormwater runoff to the Pee Dee
 Biy^r.   Outfall 002 will  discharge an unspecified amount of water plant filte~ ~~
 backwash water.  Sanitary wastewater will be treated in an activated sludge gygfgH
 prior to being discharged to the process wastewater treatment system via internal
 outfall 01A.  Process wastewater treatment consists of flotation, sedimentation.
 aerated .lagoons,  and stabilization  Bonds. .Effluent limitations for  chloroform  are
 Water quality standards based on human health criteria, whereas BODS and TSS are NSPS
 based on the  effluent guidelines.   The permit is a controlled-release type and
 extensive dissolved oxygen modelling of the Pee Dee River  has resulted in restrictions
 of BOD loading based on river flow during Phase I.  These  restrictions  range from 0
 Ib/d BOD at 1235  cfs to 6050 Ib/d at 1410 cfs.   After  initiation of  the discharge,
 quarterly 7-day chronic renewal toxicity test^ are to be conducted with a control and
 at the  instream waste concentration (1.85%), using Ceriodaphnia.   Should any toxicity
 test indicate a significant difference, at  the 95%  confidence interval, 'in
 reproduction  or survival between the control and the IWC,  a Toxicity Reduction  Plan
 must be submitted within 60 days of notification.  Pre^ and post-discharge fish and
 macroinvertebrate assessments are to be conducted at up and downstream locations in an
 effort;  to identify and -quantify the species living  in  the  Pee Dee River.   Fish  tissue
 analyses,  for 2,3,7,8-TCDD and 2,3,7,8-TCDF,  must be performed upstream and
 downstream, prior to initiation of the discharge and during the,, fifth year of the
 permit,  to determine if bioaccumulation is  occurring.  A sampling  strategy for  the
 analysis of the sludge for 2,3,7,8-TCDD and  2,3,7,8-TCDF must be submitted with the
 treatment plant construction permit application.  A BMP Plan must be submitted within
 six months and implementedr no later than one after permit issuance.             ;  ;

 Effective Date: , June 1, 1988               1     T     : '                  Final Permit
 Expiration Date:  May 31, 1993          ,             Abstract Date:..December 30,  1988

       -  . .  :V -  •, V         EFFLUENT LIMITS  (FINAL)             ,   ;\  ,   '  ,

 SC0042188:  Williamette Industries, Inc.  (Page 2 of 2)

       Pollutants  r    '   Outfall    ,  Ava./Max. 'Limits and Units   ,,      Monitoring'-'
Flow
01A   ;monitor only                   	;l/d continuous
BOD5
                                                                       ;1/w   grab
T§S_
Fecal Coliform
      ilOOO/2000   #7100 ml                 ;5/w :
Flow
002   :monitor only                  .       ;l/m estimate
TSS.
                                                                               grab
PJL
                                                                               grab

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SD0000299:  The USGS EROS  (Earth Resources Observation System) Data Center, located
near Garretson, is a data handling center with photo-processing capabilities :(SIC
7395).  This facility is in the Photographic Category (40 CFR 459, Subpart A) and
generates sanitary wastes  (7500 gpd), photo wash water  (20,000 gpd),  and photo waste
treatment  (500 gpd).   Wastewater treatment consists of,an aeration Iggoon, three
settling ponds, chlorination and a holding lakg>  The discharge from the holding lake
into West Pipestone Creek  via Outfall  001 is rainfall-dependent and usually occurs in
April.  The permittee must first receive permission from the  State before releasing
the discharge.  Effluent limitations are based on BPJ and water quality standards,
except for pH, which is a BET limit.  Beginning 1/1/89, acute static renewal, toxicity
£SSfcS* using Ceriodaphnia  (48-hr)  and larval fathead minnows, must be conducted prior
to every discharge.  The effluent will be considered  acutely toxic if mortality is 20%
or greater.  Should the first four toxicity tests indicate no acute toxicity, the
permittee  may request a reduction to only one  test species. \-If the effluent proves to
be toxic, a Toxicity Reduction Evaluation may be required.
Effective Date:  October 1, 1988
Expiration Date:  September 30, 1993
Abstract Date:
 Final Permit
March 3, 1989
                               EFFLUENT LIMITS  (FINAL)

C00000299:  USGS EROS Data Center       ,?    :   :-.
                                                                          Monitoring

Flow 	 ' - ;•' 001
off 	 - :
Dissolved Aluminum *
Tnfcal Aluminum :
Tnf-al Cvanide i
Dissolved Silver *
Total Silwc 	 ; 	
TSS * *
Cm 	 ;_• 	 ;
BOD5 	 	 J
F
-------
TN0000264:  Consolidated Aluminum Corporation, located in Jackson, Tennessee,  is
engaged in the uniting, casting, rolling, and coating of aluminum  (SIC 3353),  and is
in the Aluminum Forming Category (40 CFR 467, Subpart A).  The facility has a
production rate  of  3.4 million pounds per day and discharges 3.6 mgd from a single
outfall (001) to an unnamed tributary of Anderson Creek.   Outfall 001 consists of    ;
process wastewater, noncontact cooling water and surface water runoff which is treated
by oil/water separation.  Effluent limits for chromium, cyanide,  and zinc are  based on
water quality  standards and, limitations  on aluminum, oil and grease, and TSS are based
011 previous permit  limits.  All limits in the permit are more stringent than BAT/BPT
effluent guidelines, following antibacksliding provisions.  A BMP Plan and
Momonitbring  requirements are not included in the permit.
Effective Elate:  September 5, 1984
Expiration Date:  September  5, 1989
                                              ,  Final Permit
                           Abstract Date: -February 13,  1985
                               EFFLUENT LIMITS (FINRL)

TN0000264:; .Consolidated Aluminum Corporation
      rPollutants
Outfall
Avg./Max. Limits and Units
                                                                         Monitoring
Flow ' s 001
Chromium s
Cyanide s
Zinc
Aluminum
Oil and Grease
TSS •" >• : i ^
pH
.
;
.
. -










!
rreport
: 0.05/0. 10 na/1
:0. 0035/0. 052 "
0.05/0.18 "...'
1.0/1.5 . »-•.-•
10/15 " .
30/40 -• •"• " n
6.5 - 8.5











J
'

:l/d* instant r
., 	 ;l/m comp
:2/y ,..•"
:l/m : !', i , '
:l/w " :
:l/w** grab
' . . '.- :2/m comp .>. -.•;•-
...-.-... :l/d* qrab
i'^: , ' •• ".-•- : -:• ':••.;. .. -•':
' • • .• - :•--
..,.•. .'•:.. -.-••
.•' - : •••••--.
... •" 	 . • . - - . • .
' i •''•''•'.'" •'..
. • .....
"•.:.- •• 	 	 - - ,.-.
: • " ; ' • • • •• '-'"
: -•'-,-• . . ' -. - .
'-'":'•."
* -
" ' ' ,•' '
S -•'"•• •
**Monitor once per week when oil detection device is operable; each operating
  day when not operable.     	•	^^.^^

-------
TNQ000442:  Alpha Resins Corporation, in Collierville, Tennessee (southwest part of
state, near Memphis) manufactures polyester resins through an electrofication process
(SIC 2821), which places the facility in the Organic Chemicals and Plastics and
Synthetics Category (40 CFR 414).  The facility discharges (0.3 mgd) wastewater into
an unnamed dry ditch 2.2 miles from the Wolf River where low flow (3Q20) is 97 mgd.
Outfall 001 consists of cooling water, Condensate, tank and floor wash/ and plant site
surface runoff which are treated ty sedimentation, aeration, and discharged to surface
water.  Sludge is treated on drying beds and by land application.  Treatment for
sanitary runoff at Outfall 003 is unknown.  Limits at Outfall 001 are based on
proposed effluent guidelines which reflect BCT for BOD, TSS, and pH and, and BAT for
ten toxic  pollutants  (40 CFR 414.2,  Subpart B).  Effluent limitations eit Outfall 003
reflect st^ryfoni sanitary limits.  A BMP plan and biomonitoring requirements are not
included in the permit.

Effective Date:  September 4, 1984
Expiration Date:  September 4, 1989
                                                      Abstract Date:
 ,   Final Permit
January 22, 1985
                                EFFLUENT LIMITS  (FINftL)

TN0000442:  Alpha Resins Corporations

       Pollutants         Outfall      Aver./Max. Limits and Units
    Manitoring
: : ' s
Flow : 001 rreport icontinuous
BOD-5
TSS
Phenol
Bis-2 ethvlhexyl Phthala
Acxolien
Ethylbenzene
Vinyl Chloride
Cadmium
Qiromium
Copper
Lead
Cyanide 	

Flow
BOD-5
: 22/49 mcr/1 «l/w comp
: 36/117
:— /0.05
js :0*05/0.10
:-~/0.05
:— /0.05
:—/0.05
:0. 02/0. 03
: 0.06/0, 11
:0. 06/0. 12
. ii ii
:l/m "
• . .; .- .' . , , * " ''-, '."• . . - .,-
. , . • . . . '- 	 !..".„ "
, ! " "

S " ....'"
.11 ' »
9
: "
:0. 02/0. 04 " , s "
:0. 02/0. 05 " : "
:6.0 - 9.0 tl/w qrab
003 :report :5/w instant
:20/30 itcr/1 «2/ta crcab
Jfcmonia, as N : :5/10 " ..«•,"
TSS : :30/45 " s "
Settleable Solids : :— /0.5 ml/1 s2/w
Dissolved Oxyqen : :3.0 min : "
Chlorine, Total : : — /2.0 mg/1 .-....,: " ....
Fecal Coliform : : 200/100 ml :l/w
tH : :6.0 - 9.0 :2/w

-------
TN0001457:  Union Carbide Corporation, Films - Packaging -Division/ in latidan,
Tennessee, is in the Organic Chemicals and Plastics and Synthetics Category (40 CER
414).  .The facility regenerates purified cellulose cotton linters into a tubular film
suitable for meat  and food processing industries (SIC 3079) and  (SIC 2821).   The
facility discharges to the Watts Bar Embayment of the Tennessee River.  Outfall 001
discharges 2.2 mgd process wastewater which is treated by flocculation, coagulation/
and neutra 1 i zation.  Sludge treatment includes gravity thickening/ vacuum filtration,
land application and landfill.  At Outfall 001, 0.6 mgd is recycled to product
washing.  Stormwater is discharged to surf ace water at Outfalls 002 and 003 and the
rate of flow is variable depending on climatic conditions.  Limits at Outfall 001
appear to be based on a BPJ determination for the facility.  At;Outfalls 002 and 003,
monitoring requirements must be met in order to create a sufficient database at which
time appropriate limits may be assigned.  If limits are not set one year from the
effective date of the permit, monitoring requirements for parameters at Outfall 002
and 003 shall become void.  A BMP plan and biomonitoring requirements are not included
in the permit since a bioassay performed by the Tennessee Department of Public,,Health
found no toxicity of the effluent. ;
Effective Date:  September 4, 1984
Expiration Date:  September  4,1989
                                                      Abstract Date:
    Final Permit
February 4,  1985
                               EFFLUENT HOOTS (FINAL)

TN0001457:  Union Carbide Corporation

       Pollutants         Outfall     . Avg./Max.  Limits and Units
                                                                          Monitoring
.'-•'. •'!
Flow '
BOD-5
TSS
Dissolved Oxygen
Hydrogen Sulfide, Unionij
Sulfide
Phenol, Total
pH
Flow
BOD-5
COD
Oil and Grease
pH





• • " ••-..-.•
* 001 :report
:1560/2340 ih/d (85/128 itg/l*)
:2080/3120 " (113/170 " *)
:5.0 min
5ed :3. 0/5.0 mg/1
:5.0/15.0 "
:--/!. 0
:6.0 - 9.0
002, 003:report , ,
...
•' •".:'"" ' '-': ' ' '-. -'-• • -
: " '•.- • . . i •- . . • . • • . •
: " ••:••-•"• •"•--• ' • - - . . . --•
• : ••. ••.....' '--.' • • .-'•..-•
: • • -= . ••-.-.-' -.-:."•
t . . , .. - .'•.'":. ":
. , . . . . . , , - - . -
'"'.:•..-•• -

continuous
1/w comp
ii - n
" grab
1/q comp
» "
1/w " ;
1/d grab
1/m**
" '.** grab
» ** "
n ** n
» ** »





*Equivalent concentrations based on flow of 2.2 mgd, but not included in permit.
**When discharge occurs

-------
TN0001465:  E.I. DuPont de Nemours and Company,  Inc., of New, Johnsonyille, is in the
Inorganic Chemicals Category (40 CFR 415, Subpart V) and manufactures 1,344,000
Ibs/day of titanium dioxide pigments from ilmenite ores using  the chlorine process
(SIC 2816).  Outfall 001 comprises the total discharge to the Tennessee .Rivigr and
consists of 12.06 mgd process wastewater, 30.20 mgd cooling water, 0.34 mgd stormwater
runoff, and 0.05 mgd sanitary wastewater.  The sanitary wastewater  (Outfall 002) is  <
monitored after treatment,  which consists of activated sludge, clarification, and
chlorination.   The major portion of acidic process wastewater  is  segregated and
disposed of via subsurface  injection.  The remainder of the process wastewater is
treated by flocculation, mixing,  settling, chemical precipitation,  and neutralization.
A representative sample of  the  total discharge is obtained by  continuous proportional-
to-flow sampling of the three streams and combining them in an in-line static mixer.
The limitations at Outfall  001  are based  on  effluent guidelines and are regulated "on-a
net basis.  TSS and pH are based on the current permit, which is more stringent than'
B2£ f or TSS.  Chromium  arid  nickel are based  on BAT  guidelines.  Effluent limitations'
for Outfall 002 are based on the.current permit  and reflect standard secondary limits.
A 7-day ghronic toxicity test, using Ceriodaphnia and larval fathead minnows/ is    •
required within 180 days of the effective date of the permit to determine tfie effect
of the effluent on survival, reproduction, and/or growth.  Once every: two mpriths for a
period of one year-and  semi-annually thereafter, 48-hr  static  acute- toxicity tests 'are
required, using Daphnia: magna and fathead minnows;   The effluent  will be considered"•''
toxic if survival is less than  50% in 100% effluent.
Effective Date:
Expiration Date:
August;31, 1988
 August 30, 1993
Abstract Date:
:./.;••  Final ^Permit
January 23, 1989
                    .- ...........EEELUENT LIMITS  (FINAL)      ,   ,

TN0001465:  E.I. DuPont. de, JNemQurs^and Co.,, Inc.   ;    , ,  .,.,.;.'„..	,
                        *  *            ' -           •
       Pollutants       !  butfall     , Ayg./Max. Limits and Units
                                                        . Monitoring.-

Plow
TSS (Net)
Total Chromium (Net)
Total Nickel (Net)
pH
Plow
BQD5
Fecal Coliform
Dissolved Oxyaen
Total Residual Chlorine




.

" - • ' '
• " ••!.--
001 :monitor only
: 4300/15, 680 Ib/d
: 67/152 "
:44/91 "
:6.0 - 9.0
002 :monitor only
: 21/32 Ib/d (30/45 ma/1)
:— 7200 #/100 ml
: 1 . 0 ma/1 minimum _i
: — /2.0 roa/1
• . •
•
' ' - .' "' :-,: • • • • •
: . _j
: . . • , ..,"...-,' ,-:';..:•
• - '

continuous
1/d comD
1/w "
" f :^l, '
continuous
H
1/w arab
ii' ii-
ii n •
n ii




..';;•, . ' ."; '-.


-------
1!N0001473t  Murray Ohio Manufacturing Co.  of Lawrenceburg,Tennessee, is In the Metal
Finishing Category (40 GER 433) producing bicycles, mppeds, parkcycies,  lawnmowers>
and garden tillers (SIC 3751, 3524),  Process wastewater is discharged to Shoal Creek
from Outfall  001 at  an  average  rate of 1.405 mgd and a maximum rate of  1.7 mgd.
Treatment is  by pH adjustment,  chromium recovery,  ion exchange, reduction, _
precipitation & settling, and alkaline chlorinatioh. •  Nbncontact cooling water is
discharged at Outfall 002 to Shoal  Creek via a drainage ditch, at average and maximum
rates of 0.5 mgd and 0.65 mgd.   Outfall 002 enters the creek without treatment.  Ohe
permit limitations are  based on BPT/BftT guidelines as found  in 40 CFR 433.13 and
433.14,  except for temperature at .002; which is a previous permit limit based on water
quality criteria.  Both mass and concentration limits are imposed for cadmium,
chromium, copper,  lead, nickel, silver, zinc and cyanide.   TTO monitoring may be
deleted if the  certification procedure in  40 :GER 433.12 is followed and the
certification is approved. / One peEmit was modified on  11/29/85^:tx> reduce .the cyanide
monitoring frequency -from 2/w'to 1/y;  0^ limits were removed., as cyanide destrucrtionH
treatment was no longer necessary.   Static bioassays consisting of four .grab samples'-
in 24 hours are i^equired for the determinatjLon.of  50%^^ lethality to test organisms   /;
(fathead minnows and Daphnia sp. or teribdaphnia sp.) in 100%'effluent at 001, as  ,  *
outlined inAttachment A of the permit.: Tests shall be, c^^uctid; monthlyfor one  ;^-
year, and once every six months thereafter if; lethality is <10%.v; For lethality >10%i'
toxicityJevaluatian  and explanation^-reports .are required.  A;BMR .plan is not included.
Effective Date s
Expiration Date:
September 28, 1984
September 27, 1989
                  \Wpstract Date:
Final Permit
•May 12, 1986
                               EFFLUENT LIMITS (FINAL)

TN0001473:  Murray Ohio Manufacturing Co.
       Pollutants
        Outfall
Avg./Max. Limits and Units
                                                                          Monitoring
Flow : 001 :monitor only
TSS
Oil and Grease
Cadmium, (Total)
Chromium, "
Copper, "
Lead, "
Nickel,
Silver, "
Zinc,
Cyanide,, "
Iron, «
TTO*
PH
Temperature



, ;•;*.'
:31/60 mg/1 ,
: 26/52 ; , '.'
', ;! ••-•:•-,• '!• >,-. •.•••,-•••.•
:0. 11/0. 23 Ib/d 0.26/0.69
• , , -:5. 60/11. 50-
:2. 57/3. 26
: 0.34/18. 30.
:4. 40/13. 5
:0. 20/0. 41 '
:4. 90/20. 05
0.35/0.77
80/160
1.71/2.77
: continuous
: 2/w grab
•„ •• • : " " , --..•-.-.•
mg/1 :2/m comp.
" :2/w ••'•"
2.07/3.38 " : " "
0.43/0.69
2.38/3.98
0.24/0.43
1.48/2.61
0.65/1.20

— /2.13 iKj/1
6.0-9.0
002 — /30.5 C**
•
.



" :2/m "
" :2/w " .:•-
•".. :2/m "
" :2/w "
" :l/y grab
:2/w comp
: " grab
• II II
:l/m grab
. •
• • . • .


*A toxic organic management plan has been followed and approved.
certified.
Facility must still comply with TTO limit.
**Not greater than 3 C above ambient.



:
DMR's are




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TN0001619:  Rhone - Poulenc. Inc. manufactures defoliants, herbicides, insecticides,
and nematocides  (SIC 2879) at their plant in Mt.  Pleasant.   This facility is  in the
Pesticide Chemicals Category (40 CFR 455).  Outfall 001 discharges 24,067 gpd of
neutralized water softener wastewater, cooling tower wastewater, and boiler blowdowri,
and Outfall 002 discharges 5098 gpd of untreated contaminated stream condensate and
stormwater  runoff. Both outfalls empty into Sugar Creek.  Effluent limitations are the
same as those in the previous permit, which were derived using standards of
performance and available treatability information.   Once every two months for a
period of one year, and semi-annually thereafter, 7-day chronic toxicity tests, using
Ceriodaphnia and larval fathead minnows, are  required at Outfall 002.  The effluent
will be considered chronically toxic if;  (1) there is a 20% difference in survival
between the control and 100% effluent; or  (2) there is a significant difference,  at
the 95% confidence interval, in either growth in fathead minnows or reproduction in
Ceriodaphnia, between the control  and 100% effluent.  Should a test indicate toxicity,
a confirmatory test must be performed within  two weeks.  Toxicity in this test will be
a violation of the permit.  The permit contains a reopener clause pertaining to a
change in discharge conditions and unaddressed pollutants.
Effective Date:  September 30, 1987
Expiration Date:  September  29, 1992
                           Abstract Date:
                                        Final Permit
                                     January 24,, 1989
                               EFFLUENT LIMITS (FINAL)

TN0001619:  Rhone - Poulenc, Inc.

       Pollutants         Outfall      Avg./Max. Limits and Units
                                               Monitoring
Flow
001
tmonitor only
                                                                        1/w instant.
TSS
      : 15/20   mcr/1
                                       1/m  grab
Total Dissolved Solids
      !500/2000
ESL
      :6.0 - 9.0
plow
002   ;monitor only
                                                                        1/w instant.
                                  i6.0 - 9.0
                                                   grab

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 TO0001759I   ASARCO Incorporated,  located in Mascot, Tennessee, is in the Zinc Ore
 Miiunq-Cateqory (40 CFR 440).  The facility is engaged in underground mining and
 primary crushing of a sphalerite ore (SIC  1031) resulting in a mine dewaterina
 dischargejx, the Hblston River at Mile 18.5.  The permit regulates me outfall - 001,
 Approximately 1.45  mgd of discharge  water  undergoes treatment through a discharge
 settling pond prior to being discharged through Outfall 001.  The pe^mit'requires
 monitoring_of flow and, regulates TSS, Copper, Zinc, Lead, Meraary^dmiuiTand pH.
 The basis for the permit limitations are the BPT (=BCT) and BAT guidelines for the
 Zinc  Subcategory (Subpart_J).  The limitations for TSS and pH ari based on BPT which
 equals the .previous permit  levels and copper and  mercury limitations are based on BAT
 Lead  and cadmium BAT limits were calculated using treatability information found in
 EPA's Development Document  for Effluent Limitations Guidelines and Standards for the
 Ore MinlJiq and Dressing Point Source Category with zero barfegrmmri r™^*-^.^^
 because  the  receiving stream already exceeds the water quality criteria for these two
 metals,  making BAT levels inappropriate. The average BAT limit for zinc exceeds
 instream water quality criteria  so an effluent criteria that would not damage average
 water quality criteria was  calculated,  Biomonitoring nor BMP's are required  but
 there is a standard reopener clause.                         .       wiuiwu,  out
Effective Date:   July 2, 1984
Expiration Date:  July 2, 1989
Abstract Date:
Final Permit
May 30, 1986
                               EFFLUENT LIMITS (FINAL)
TN0001759:  ASARCO Incorporated
Pollutants Outfall Aver. /Max. Limits and TMits
Flow 	 s 001 treport ' "~ — "~~ 	 :
155 ..-••--.-. . J :20 ma/1 30 mg71*
Copper .:...'- :0.15 " 0.30 " *
zinc s : :0.57 •". 1.5 " *
L®ad s :0.04 -", 0.14 "•••*
Mercurv ^ :0.001 " 0.002 "•'"* 	 ~~^
.Cadmium i ~ :0.005 » o.Ol "~* 	 ~ — ~~~
...-'. t * --.--, . • - -
• 	 ; 	 ^-^— 	 --.--•• S ,:.-... . •
•."••-.•' '. . " 	 L-.. ' : :•".- .-'=-.,, • :..-./,


1 •*• -°^J i-i. JAjjcuig -
:l/m instant.
:-.'" grab -•-
sl/y

: 1/m
' : '
    hly average/daily maximum.

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TN0001899:  The gall Zinc Products Division of the Bgll: Corporation, in Greenville, is
engaged in the melting and casting of alloyed zinc strips, the rolling, drawing, and
extruding of nonferrous metals,  and electroplating  of zinc coinage blanks  (SIC 3341,
3356, 3444, 3471).  This facility is in the Metals.  Finishing Category (40  CFR 433).
Three outfalls dicharge non-contact cooling water and stormwater runoff ,(2,0 mgdj
001), sanitary wastewater (0.015 mgd; 002), and battery can wash and  rinse,
electroplating rinse,  and miscellaneous wastewater  (0.37  mgd; 003) to ginkjrja Creek.
Wastewater treatment consists of cooling  and aeration for  Outfall  001, secondary
extended aeration with chlorination for Outfall  002,  and  neutralization^, coagulation,
flocculation, clarification,  and chlorination for Outfall  003.   Effluent limitations
for Outfall 001 are retained  from the previous permit, as are those for  Outfalls 002
and 003, which are based  on water quality criteria.  .Seven-dav chronic toxicitv tests,
using Ceriodaphnia and larval fathead minnows, Jare ^required for Outfalls 001 and  003.
These tests are to be  conducted  quarterly (001), and .monthly  (003) for ,a period of .one
year and, thereafter,  on  a semi-annual  basis.  ,The discharges will be  considered toxic
if 50% lethality  occurs within 96 hours in 100%  effluent  or  if the NOEC  is less than
100% for Outfall  001  or 28% for  Outfall 003.  Should any  of  these  tests  indicate  ;  •;,
toxicity, a confirmatory  test must be conducted within two:weeks.   Toxicity in the., :
confirmatory test will result in a violation of the permit.   The permit  contains a
reopener clause pertaining to a  change  in discharge conditions and previously
unaddressed pollutants.
 Effective Date:   August 31, 1988
 Expiration Date:   August 30, 1993
Abstract Date:
    Final Permit
January 24, 1989
                                EFFLUENT LIMITS (FINAL)

 TN0001899:   Ball Corp., Ball Zinc Products Division  t-
                                                                           Monitoring
HO lillrfllLt? . vV'-i-1-**^- nv»-i«/ j.as<^» — j-f-^i..^- —~ — —..,-. — i 	 - "
	 ;• • " • • • ' . '•• •..• • 	 : 	
y\rw 	 • • • Q01 ;monitor*
on..v L 	
:l/d instant.
ponyvar^fnrp (receiving Stream) ;< 3 C increase: .30.5 C max 	 s_: 	 grao 	
2L_ 	 ___ ! :6.0 - 9"
Plow 	 ; Q02 : monitor
3OD5 • :'" ' :3.7/5.6
ttomonia 'f :0. 6/1.3
rcq i :3.7/5.6
r^t^l Rpaidpal, chlorine ; i— / —
Po^al r«Hfr,rm : : 200/100
fvVflJL WJi^fcVfclH 	 ' 	 T ' ,
pissolyp^ nxygen 	 • ;2.0 mg/
g»ttlpahlf» Solids 	 ; : — /0.5
pH : :6.0 - 9
pi r*,; 	 	 ; Q03 ;monitor
.•o -.:• •--•-.-•.' • ••-'-
on].y
3J3/d- 30/45
n (5/10
" V '30/45
— /1. 4
1 ' S/100 ml
1 minimum
.URL/:.
.0 -
onlv
ROpc 	 :92.6/138.9 lb/d (30/45
rpqcs • -77.2/123.4 " (25/40
3il and Grease 	 i 	 ;3D.9/61
evirf *r>ants 	 j '- 15 . 4/23
^_ 	 : :6.0 - 9
Total Rpti^nal, Chlorine ; 	 : — /0.5
ryfrvhvm fTV>t-g1) 	 ', :0.077/C
PKy/Mni'nm " : :0.62/,^
^iiL^AUxuju t , 	 » y rx ••':: T
rggfl 	 n 	 _^ 	 ; 0 . 02/0 .
Nickel " • -1.42/2.
.1 " (5/7.5
.0
ma/1
.154 lb/d :0.02
24 •••'-!' 	 O.J20

«5/w Instant.
md/1 :2/m. grab -
n y . n n
	 , _ 	 1
" :5/w "
i2/m "
:5/w n
:2/w
:"••--..
: continuous
mq/;)) :l/w grab
« • " comp
»-")• - " comp
• " arab
:../w " ,.._.
5/0.05 ma/i: ; " comp
/0.40 . " ! ; " "
85 " (0.40/nr6n " ) : "
46 . (U.UUD/U.J.D 1 .J./UL
47 " (0.46/0.8 " ;Vv "
<5nve»r " • -0.003/0.12 " (0.0001
T^nr " • :0. 52/1. 30 " (0.17
Qyg-jjiflg 	 |> 	 . 	 ;U. /&/JL.
i rra/1 	 . 	
2/0.039 " ;l/m
70,47. " ) :l/w "
sl/m "

-------
TOPQ02330:   Holliston Mills, Inc.. of Kingsport, Tennessee, is a mill
 ^eooSt;tOIl Cl0th is J?163^' dyed,  fmed,  and  coated for book binding and other us
 (SIC 2261)i  at ji rate of 55,000 pounds  per day of product.  Ihese activities place the
 facility in the Textile Mills Category (40 CFR 410).  Discharges to the Holston River
 are through two outfalls.  Outfall 001 is process; wastewater from the dyeing and
 finishing process, water treatment and steam generation wastewater, and sanitary
 wastewater (231,000  gpd).  Wastewaters from this outfall are treated with bixtoically
 activated sludge prior to discharge.  Outfall  002  is noncontact cooling water  (55,000
 gpd , and is discharged without treatment.   Permit limitations are based on HPT(=BAT)
 effluent guidelines  for Subpart D, the Woven Fabric Finishing Subcateaory. using the
 production  rate mentioned above.   The facility is required tonoUfvtfre
 Water Quality Control Board if any activity cScurs^SSn^iSatoxS
discharge^t  presently limited in the permit  if it exceeds a specified   otification
 level."  Previous bioassay test results showed zero toxicity iisirig 6% 'effluent and 94%
•dilution water; therefore  biomonitoring  is no  longer required.        eniuenr ana y**
Effective Date:  February 1,  1984
Eviration Date:  January 31, 1989
                            Abstract Date:
                                   Final Permit
                               February 5, 1986
                               EFFLUENT LIMITS (FINAL)

TN0002330:  Ifolliston Mills, Inc.
       Pollutants
Outfall
Avq./Max. Limits and Units
                                                                         Monitoring

BOD-5 '
Fecal Coliform .
Chromium, Total****
Phenols****
Sulfide ~
Flow
Temperature'
pH

: 001


: 181/363 Ib/d
: 490/980 ~ » . ";

:continuous
f94/188 -rog/l*V ;3/w comp
f 254/509 -" *) • » »
::_•• • J.U-; w J jvu VIOOO/J./1J > ..".») : " "
: :200A~ per 100 ml** 	 si/w rrr*h
: :2.75/5.5 Ib/d (1.4/2.9 » *) ~^Tfa 	 cgup
' :2.75/5.5 " (1.4/5.7 « *) . •• « •'•'-"•
: 002
:
9
5
*Eguivalent concentrations ba.
-: **Minimum, arithmetic average,
***Discharge ;shall not
****Permit was modified
.-..-//j-j. (^.»/3.7 " *1
:6.0 .- 9.0 — ' —
:report
:— /30.5 C***
:6.0 - 9.0
:
• : -

3/w grab
instantaneous
1/w grab
II II
- " .
- * - • • '• ' ' •'• •- - - - ..:••.-•, ••',•-'
sea on 0.23 mgd but not included in permit.
and maximum values are to be TTepnrt-oil ,
raise tue temperature of the receiving water more than 3 C.
March l, 1986 and these parameters were deleted.

-------
TN0002461:  Olin Corporation of Charleston, Tennessee,  is in the Inorganic Chemicals
Manufacturing Category (4"0~CFR 415, Subpart P, Chlor-Alkali Subcategory).  The plant;
manufactures sodium hydroxide (caustic soda), chlorine, dry caustic soda, sodium
hvdrosulfite, and calcium hypochlorite (SIC 2812, 2819), using mercury electrolytic
cell, chemical reaction, and evaporation processes.  Discharges to the Hiwassee River
are through Outfall 001 consisting of process and sanitary wastewaters, storrnwater
runoff, landfill runoff, and car wash wastewater (0.641 mgd,  avg.); Outfall  01A
consisting of outflow from an activated sludge treatment plant for sanitary   .  '••••
wastewaters which is discharged through 001? and Outfalls 002, 003, and 004  which are
noncontact cooling water and stormwater runoff  (1.91,  2.30, and  1.48 mgd avg'.  flows,
respectively).   Waste streams to 001 undergo chemical precipitation, filtration,  •
dedSorination, sedimentation, reduction,  and activated sludge (as mentioned ^ above s)
before entering the river.  Outfalls 002, 003, and 004 are discharged untrea ted with;
the exception of stormwater runoff at 004  which receives carbon adsorption.  The bases
for the permit limitations are as follows:  (1)  01A— previous permit;  (2) 001—ant^
            rule  found in 40 CER 122.44,(L),(2),(i) used to relax previous psnrut TSS
0±mits to achievable levels; previous permit for mercury, TDS based on the staters
water quality limits, pH,  fecal coliform, and  zinc; BPJ of BAT : for rackelre^_^
auidelSies (40 CER 415.63 (a)) for TRC using a production rate of  1400000 ^ppd of
chlorine and  sodium hydroxide; (3)002, 003,  004— previous permit.  Annual bioassay
 corne                             ,     ,
 tests (24-hour static method) conducted at 001 from 1982-84 using fathead minnows in a
 58% effluent/48% river water mixture did not exceed a previous I£5p lunrt. ...
 Biomonitoring is therefore no longer required.  A BMP plan is not included in this
 permit.
 Effective Date:
 Expiration Date:
                  March 29, 1985
                  Karch 28, 1990
Abstract Date:
Final Permit
 May 9, 1986
                                EFFLUENT LIMITS (FINAL)
 TN0002461:  Olin Corporation
                                                                          Monitoring
Flow 001 :report*
TSS
Total Dissolved Solids
Mercury, Total 	
Nickel, " 	
Zinc "
Total Chlorine Residual
Chlorides
Fecal Coliform
pH 	
Flow
BOD-5
TSS
Settleable Solids
Dissolved Oxygen 	
Flow
Total Chlorine Residual
Mercury f Total 	
Zinc, 	
Temperature 	
pH 	

: 50/80 mq/1
: 340000/510000 lb/d
: 0.1/0. 25 lb/d**
:— /5.3
s__/3.0
: :0.5/0.8 ma/1
:monitor
:200 per 100 ml after c
	 ; b « U— y » U
01A :report
: 30/45 ma/1
•
:monitor
.»
002, 003: "
: 004 :0.5/0.8 ma/1
: 0.1/0. 25 lb/d**
:— /3.0 '••".'
:— 30.5 C***
: :6. 0-9.0
• _;
*The ratio of the stream flow to discharae flow must 1
o£ <20000; at least 150:1 at TDS concentrations >200(
at least 200:1 at concentrations >30000 mg/1.
**Mercurv discharae from 001 and all other outfalls in
***Kb greater than a 3 C change in ambient. 	 	
:continuous
:l/d camp
r * -.---•-
0/05/0. 05irma/l: " •"•
: 2/m ••",•••:
: " "
:l/d grab
: " comp
isinfection :2/m orab
~~~' " ~' : 1/d^instant .
:2/m grab
•
: 1/d
•
: continuous
:l/w grab
0.05/0.05 mg/1 :l/d CBMP
:2/m , "
:l/d grab
:l/dl grab
• •• •: - • •:• .-••'• "
De 100:1 at TDS concentrations
30 mq/1 and <30000 ma/i; and

combination.


-------
 TN0002640;   Tennessee Eastman Company* a division of Eastman Kodak located in
 Kingsport,  manufactures industrial organic chemicals^ organic intermediates and dyes,
 cellulosic man-made fibers, and plastic materials  (SIC 2869, 2865, 2823, 2821).  This
 facility is in the Organic Chemicals, Plastics,  and .Synthetic Fibers Category
 (40 CFR 414).  The following is a  description of the  five outfalls:  001  - 387 mgd of
 uncontaminated cooling water,  stormwater runoff, and  miscellaneous low level
 contaminants; 002 - 19.7 mgd of process wastewater; 004  - 14.7 mgd of uncontaminated
 cooling water, cooling tower blowdown, ash settling pond effluent,  and stormwater
 runoff; 005 - 2.2 mgd  of uncbntaminated cooling  water and stormwater runoff; 006 -
 10.6 mgd uncontaminated cooling water, ash settling pond effluent,  and stormwater
MTUrioff. Outfalls 001, 002, 005, and 006  empty into the  S^y±h. feork Holston. River.
 whereas Outfall 004 discharges into the Bio Sluice at the South Fork Holston River.
 Only the process wastewater (Outfall 002)  receives  treatment consisting  of        -
 neutralization,  sedimentation, activated sludae  system,  chemical conditioning iand belt
 filtration  with thermal treatment of excess sludge.  Effluent limitations  are absed on
 the previous sennit, A chronic toxicity, screening proposal must  be submitted by
 12/1/87 and the chronic toxicity summary  report  by  12/1/88, which must include the
 screening  results,  identify discharges, if any,  that  exhibit  chronic toxicity, and a
 proposal for toxicity  elimination, implementation schedules,  and continued
 biomonitoring projects.  The permit  contains a reopener  clause addressing changes in
 discharge  conditions and pollutants.        ,
 Effective Date:   September 30,  1987
 Expiration  Date:   September  29, 1992

                                EFFLUENT LIMITS  (FINAL)

 TN0002640:  Tennessee  Eastman Company

       Pollutants     ,   Outfall
                    Final Permit
Abstract Dates  January 25, 1989

Flow 001
Teirperature
Specific Conductance
PH
Flow
BODS (May 1 - Sept. 30)
(Oct. 1 - tor. 30)
TSS
Total Dissolved Solids
Total Nitroaen
Total Phosphorus
Total Zinc
Phenols
Tota.. Iron
Total Manaanese
Settleable Solids
Tota.. Chromium _,
Total Copper
Temperature
Dissolved Oxyaen
PH

• ' -.--.- •-.-..•
004,005.006 monitor ohlv
=29.4/30.5 C (85/86.9 F)
:monitor only ,
:6.0 - 9.0 . ;-
.002 *: monitor only
:1814/3856 ; ka/d
:2721/5897 » .
:6712/19.682
: 294, 840/544, 000 "
: 3175/6804 «
: 544/1225 . . "- •
:57/113 tt
:23/29 .-.'•"••
•'••. :136/454 .-"••"'
:45/91 , , .". .
:— /0.5 ml/1
:0.05/0.1 ma/1 . :
:0. 05/0.1 "
:monitor only
:5.0 ma/1 minimum :
:6.0 - 9.0
• •' - . •
1'llUlJ.I-UI. J.I1M ...
'''••'•."' - '• " ' .
: continuous .
. n
:l/d 'arab
- \ •. n ••.•;• n .. .,
: continuous
;l/d comp
. " •'..'• n
" . n n
. n n
, . n n
:3/w "
. n n
: " arab
	 	 • " como
. n n
:l/d arab
: 1/m comp
. » "
:l/d arab
. n . n
;continuous
" -- • !
limitations apply to net additions to treated intake water, except for TSS.  Dissolved
 Oxygen, and PH. which are gross limits.

-------
TN0003425:  Stauffer Chemical Company manufactures intermediate organic chemicals
(SIC 2869) at their Mt.  Pleasant Organic Plant,  which is in the Organic Chemicals,
Plastics, §M Synthetic Fibers Category  (40 CPR 414).  Boiler blowdown, cooling tower
blowdown, stormwater runoff, cooling water, and boiler condensate is discharged
untreated at  a rate of 0.340 mgd to Big Bigby Creek.   Effluent  limitations are based
on the previous permit and water quality criteria.  Once every  two months for a period
of one year,  and semi-annually thereafter, 7-day chronic toxicity tests, using
Ceriodaphnia  and larval fathead minnows, are  required on Outfall 001.  The effluent
will be considered toxic  if more than  50%  lethality is  exhibited within 96 hours or if
the NOEC is* less than 14%.   One confirmatory test is allowed to be performed,  within
two weeks,  before the permittee will be considered in violation of the permit. A :   , -
reopener clause is included, addressing changes in discharge conditions or pollutants
in the effluent.                                                            ,
Effective Date:  September 30, 1987
Expiration Date:  September  29, 1992
                           Abstract Date:.
    Final Permit
January 24, ;1989 •
                               EFFLUENT LIMITS  (FINAL)

TN0003425:  Stauffer Chemical Company, Mt. Pleasant

       Pollutants         Outfall      Avg./Max. Limits and Units
                                              Monitoring
Flow
001   rmonitor only
                                                                       ;l/w instant..
                                    ./40   ma/1
EIL
      :6.0 - 9.0
                                                                       icontinuous
Total  Zinc
      ;0.25/0.5   ma/1
        comp_

-------
 TO0027677: , Die flSflRCO, Inc. ~ Young. Mill plant,  located in,New Market,
 engaged m :the mining and conoehtratibn of sphalerite ore by means of two stage
 ^^J^S' Sf11*111^' heavy media separation, and flotation, to produce zinc concentrate,
 crushed rock^and agricultural limestone (SIC 1031, 1422). The facility is ±n the Ore^
 Mining aixi Dressing Category (40 CER 440) and has a closed circuit watersystem. -.-.,,
 ^31Iia?? !f^ ^ a9ricultural lime plant, excess mill water, and stormwater runoff
 are collected in a settling pond;  discharges enter Beaver Creek through Outfall 001
 during periods when the closed water system is inoperable.  From 1/1/81 to 5/14/84
 there has been only one jperiod of discharge: (0.17 mgd),  lasting for approximately one
 week.  The pH; and oil and grease limitations are based on TO water quality criteria-
 the other limitations,  however, are based on BPT/BftT guidelines found in         an
 CHV 440.102,  440.103, Subpart J, Copper,  Lead, Zinc, Gold, Silver and Molybdenum Ores
 Subcategory,  for facilities using  a froth flotation process alone or in conjunction
 with other processes.  The permit  does not require the submittal of a BMP plan
 Effective Date:
 Expiration Date:
                   September 4,.1984
                   September 4,  1989
Abstract Date:
  Final Permit
April 21, 1986
                                EFFLUENT LIMITS (FINftL)
                                  • •"••"'..*'',.   V  t '•• " '• , ' '  • '•
TN0027677:  ASARCO,  Inc.  - Young Mill

      Pollutants           Outfall       Avg./Max. Limits and Units
                                                                         Monitoring
                                                                         - ~ -
Flow
TSS
                        ,:  UUi    :report
               :l/d* instant
                                  :20/30,
                                             :  itq/1
                                                                                jrab
Oil, and' Grease
                                  :10/20
Copper
Zinc .;-.
                                  :0. 15/0. 30
                                  :0. 75/1. 5
Lead
                                 :0.3/0.6
tfercury
Cadmium
                                 :0. 001/0. 002
                                 :0, 05/0.10
pH
                                  6.5 - ,8*5
''When discharge is occurrii

-------
TN0027715:  Rayovac Materials Division of Covington, is in the Ferroalloy.
Manufacturing Category  (40 CFR 424, Subpart F) and is engaged in the electrodeposition
of manganese dioxide from manganese ore for use in electric dry storage batteries
(SIC 3313).  Production  capacity is 180,000  Ib/d. Outfall  001,  which receives boiler
blowdown, non-contact cooling water and vacuum seal water from internal Outfall 002,
and process wastewater and vacuum seal water from internal Outfall 001, discharges
0.137 rood to an unnamed tributary to Town Creek.  The discharge from Outfalls 001 and
002 is untreated, whereas the discharge from Outfall 003.,undergoes pJH adjustment,
precipitation, flocculation, and sedimentation.  Effluent limitations are based on
w^fcex quality criteria.  Seven-day chronic toxicity tests, using Ceriodaphnia and
larval fathead minnows,  are required on a monthly basis  for the first year, and semi-
annually, thereafter.  The effluent will be considered toxic if lethality exceeds 50%;
in 96 hours or if the NOEC is less than 100%.  Should the results of a test show
toxicity, the test must be repeated within two weeks.  The permittee will be in  ;
violation of the permit if the  confirmatory test also shows toxicity.  The permit
contains a 307(a) reopener clause and also requires the continued implementation'of a
BMP. Plan.
Effective Date:  September 30, 1988
Expiration Date:   September  29, ,1993
Abstract Date:
    Final Permit
January 23, 1989
                                EFFLUENT LIMITS (FINAL)       ,

 TN0027715:  Rayovac Materials Division

                           Outfall      Ava./Max.  Limits and Units
                    Monitoring
£-yj_jLui_cuii,o
Flow
ff -fir^"
moo
Total Manganese_
Total Zinc
J-'-'t-qJ- U-H1V1
Sulfate* as S04
Oil and Grease
Tenroerature
t>H
Ainnonia 	
Total Nickel
x^uaj. iij.^rs'-j.
Total Lead





*Discharge must r
T LAto^iiqLMc HM.JV <
the_tfincerafcurfi.

	 ; QQ1 : report 	 	 	 1
	 L :— /40 ma/1 	 _ 	 ^
. ._ /io "
: :0. 022/0. 029 "
• : 250/500 "
. -_/15 "
. :~/30.5 C*
: :6.0 - 9.0
	 j 	 : 0.5/1.0 ma/1 	 	
: :0. 039/0.1 "
. :0. 0004/0. OJ "





vot cause temperature change to exceed 3 C in_unnamed..L
of the unnamed tributary shall not exceed 30.5 C. — . 	
.
1 /w instant.
" coup
n

n n
n arab










'ihutarv and


-------
manufactures intermediate organic chemicals
                                                                        cemc
 (SIC 2869) at their Mt. Pleasant Organic Plant  (West), which is in the Organic
 Chemicals, PlasfcAss^ and §^nthe±ic Fibers Cjitegory. (40 CFR 414); - Stormwater runoff
 non-contact  cooling water,  and boiler blowdown is/discharged at a:rate of 0.353 mad to
 iiS Bifeeseyk  The wastewater is neutralized with acid in,two I holding. ponds and
 discharged intermittently depending on  rainfall./ Effluentaimitatio^rirrbised on
 available treatability  information and  water quality criteria.  Once every two months
 for a  period of one year,  and semi-annually thereafter, 7-day chronic toxicitv tests
 using  Ceriodaphnia and  larval fathead minnows,  are.regiir^din^uiSl^oPTh?^
 effluent will be considered toxic if more than 50% lethality is exhibited within 96
 IS"?  °Llf  %.NDBC- iS 16SS than 14%'  ^ confirmatory .test ds allowe^to be
 SfSr^; W\   n tW° W6f Sr  b^°re the P6™1^66 Willie considered in violation of
                               1S included  address
Effective Date:  September 30, 1987                                       pina,  penT1,f
Expiration Date:  September 29, 1992                  Abstract Date:  January 24,^89
                               EFFLUENT LIMITS (FINAL)

TN0029378:  Stauffer Chemical Company, Mt.  Pleasant - West

       Pollutants         Outfall
Flow
Nitrometacreso
DH •••
i~~. ^ui-.L.a.i.j. MVM./MCIX. j-iimits ana
: 001 :monitor onlv
? :40/40 ma/1
: : 3. '0/3.0 "••
: :6.0 - 9.0
jnits Monitorina
;•--"• • grab
. n n

-------
Utilities Generating Company,
                                                    in Dallas,  is in the S, tears.
                                                      approximately 1900 megawatts of
                                 The facility has six outfalls,  totalling 1769 _mgd,  _
whteh empty into &2n±i£ell2 Re§ei22i£.  They are as follows:  001 consists of 1785 mgd
5 Snce-thJough and auxiliary cooling water; 10.1 discharges low volume wastes,     _
deluding lignite storage area stormwater; 003 is ash transport water commingled with,
SSIanSg wastes;  004 consists of flue gas desulfurization system discharge; 005
is the solid I waste disposal area discharge;  and 006  is treated  sanitary sewage
effluent?  Wastlwate/toeatment consists" of screening, chlorination, jgaimeotfltun..
recvcling/reuse and sanitary wastes are  treated by activated sludqe, Alimentation,
and chlorination.  The basis for the permit limits was not provided.
Effective Date:  August 5, 1986
Expiration Date:  September 30, 1989
                                    Abstract Dates
Final Permit
June 7, 1989
                                EFFLUENT LIMITS  (FINAL)

 TX0000086:   Texas Utilities Electric.Company

        Pollutants         Outfall      Ava./Max.*T.1mi.ts  and Units
                         •
                            001
                                                    Mop j tor ing.
                           004.005  imonitor only
   *Dailv ave:

-------
TX0003531:  The Lyondell Petrochemical Company,  in Channelview,,manufactures
industrialorganic chemicals,  synthetic  rubber,  synthetic resins, and industrial gases
(SIC 2869, 2822, 2821, 2813), which places it in the Organic Chemicals. Plastics, and
Synthetic Fiber Category  (40 CFR.414). All process wastewater receives oil/water
separation, equalization, neutralization, biological .treatment by trickling filter and
activated sludge, and clarification.  Outfall 001 discharges 3.8 mgd of .treated
process wastewater,  cooling tower and utility,waters, and contaminated stormwater     ..
runoff to a water quality limited  section of the San Jacinto River.  The effluent from
the three-biological treatment systems  is  monitored at/internal outfall 101.  Effluent
limitations are based on the Wasteload Allocation/Evaluation fr>r the San Jacinto River
Basin and the BPJ determination that  BCT =  95% removal of the raw BCD waste load.
Quarterly 96-hr acute toyicity  tests, using Daphnia maana are required on the effluent
from Outfall ,101.           >
Effective Date:  September 8, 1987
Expiration Date:  September 7, 1992
                                Abstract Date:
Final Permit
June 7, 1989
                               EFFLUENT LIMITS (FINAL)

TX0003531:  Lyondell Petrochemical Company
       Pollutants
Outfall      Avg./Max.*Liinits and Units
                                                                          Monitoring

Flow
BCD5
COD
TSS
Oil and Grease
Zinc (Total)
Chromium "
Ammonia
PH .
Flow '
Benzene
Phenol
Toluene
Naphthalene








• ' •' ' .'•-'',•.,,
001 : monitor onlv
: 113 8/2556 lb/d
: 7375/13. 014 "
:1726/3896 ™
: 434/651 "
:26.0/43.3 "
:8. 7/26.0 "
f 217/434 "
:6.0 - 9.0 :
..01 :monitor onlv
: 2. 0/3. 2 lb/d
.. :— /1.3 "
:3.3/6.0 "
:0.9/2.8 "


(30/60 ma/1}
(170/300 " V ,
(45/85 " }
(10/15 " )
(0.6/1.0 " }
(0.2/0.6 " V
(5/10 " V







; continuous •
;2/w 24-hr conp
••••. n n
.11 it
; 1/w grab 	
;2/w 24-hr comp
.11 n
.11 n
-;continuous
. »
;l/w 24— hr comp
.11 . n
. n n
. n n

. ' . -..'••
• .
. : • m
1 - ' •'. ' ;
. . : •' • .
: «
: .
*Dailv average/dailv maximum. •: -. - _, - ,• ..-:

-------
TX0003573:  The Central Power and Light Company. E.S. Joslin Power Plant (SIC  4911) in
Point Comfort is in the Steam Electric Power Generating Category (40 CFR.423)  and
discharges 228 mgd to Cox Bay.  Outfall 001 consists of once-through cooling water;
Outfall 101 discharges low volume wastewater, demineralizer regeneration wastes,
boiler blowdown, floor and area drains, stormwater runoff,  metal cleaning wastes, and
chemical metal cleaning wastes; and Outfall 201 discharges  treated  sanitary sewage
effluent.  Sanitary wastewater receives secondary treatment and  metal cleaning wastes
are incinerated prior to off-site disposal.  Effluent limitations for Outfall  001 are.
based on BPT/BAT effluent guidelines and water quality standards and limits for
Outfall 101 are based on BCT effluent  guidelines.
Effective Date:  August 6, 1986
Expiration Date:  September 30, 1990
                                                         Abstract Date:
Final Permit
June 9, 1989
                               EFFLUENT LIMITS (FINAL)

TX0003573:  Central Power and Light Company                ,

                          Outfall      Avg./Max.*Limits  and Units
                                                                          Monitoring
tr
Plow


oH
Plow

Oil and
Iron (To
Copper
oH 	
Plow
f. J.UW
BOD 5 	
TSS
oH


*Dailv
• , •
: 001 : 231/231
ure t : 106/112
sidual Chlorine : : — /32
• :6.0 - 9.
	 	 ; 101 ;mon itor
: : 30/100
(•Jrease : : 15/20
tal} : :1. 0/1.0
" : :0. 5/1.0
: :6.0 - 9
	 ; 201 tmon itor
• : 20/45
: : 20/45
; :6.0 - 9


average/daily maximum. 	 	
i
MS)
F , ' •' -• • • :
lb/d (— /0.2 mg/1)
0
only

H

n
.0
only 	 -.
mg/1

.0



•
continuous
it
1/w grab
n . • • ji > . ,
JL/d es±imaie__
1 /w grab




" estimate
grab

m • i
• ' •
• , '• .


-------
 TEOOQ3654i.   Polysar Gulf Coast/ Inc..  of Orange, Texas, is in the Rubber Manufacturing
 Category (40 CFR 428).   The facility manufactures  three synthetic rubbers by solution
 polymenzation^ (SIC 2822):  Cis polybutadiene (CB),  polyisbprene (SN)/, and ethylene
 prqpylene diamine monomer (EPDM).  Production is reported as approximately 1.3 million
 pounds of solution rubber per day.  Two-plant discharges enter Cow Bayou and thence to
 ^LSwa^Rlver;  at O^*11 °01 — process wastewater and stormwater runoff, and at
 Outfall 002 — emergency overflow from a lagoon to divert excessive stormwater
 Process wastewaters are collected and  routed  through skimming and settling
 basm/lagoon systems.   The final 30-acre treatment pond is baffled (i.e..  the flow
 rate as controlled)  to increase the retention time,  and shallow to improve oxygen
 solubilityand sunlight  penetration.  This natural treatment produces effluent with a
 very low BOD-5 but,  unfortunately,  with a  fairly high TBS, particularly when Raye flow
 rates  are caused by high stormwater runoff.   Stormwaters  drain into the treating pond
 System; infrequently, however, stormwater bypasses the last 30-acre pond and enters
 directly into the  bayou. .Outfall 001  limitations  are based on the following:   (1) BPT
 9U^ftnf8'  ^ •in  4° CETl ,428-32' Subpart C,  Solution Crumb Rubber Subcategory usinF"
 aBPJ  determination of BAT/BCT being equal to BPT  (pH, daily max. limits for BOD-5,
 COD, and Oil and Grease);  (2) previous permit (TSS and monthly avg.  limits for BOD-5,
 COD, and Oil and Grease);  (3) Texas Dept.  of Water Resources rules,  dated 9/1/77
 which  reflect State  policy (benzene, phenols).  Outfall 002 limitations are based
 solely on TDWR rules.  The permit requires 24-hour static bioassay tests on 100%
 effluent samples (by volume) for the determination of 80% survival.   If survival is
 less than 80%, a replacement static 48-hour median LC50 will be performed on the
 originally collected sample.  The tests will be conducted quarterly for a duration of
 two years.  A BMP plan is not required.
Effective Date:
Expiration Date:
April 26, 1984
April 25, 1989
Abstract Date:
  Final Permit
April 28, 1986
                               EFFLUENT LIMITS (FINAL)

TXd003654:  Polysar Gulf Coast, Inc.
I
Flow
BOD-5
TSS
COD
Oil and
Benzene
Phenols
PH
Flow
TOC
Oil and
•PH.
Pollutants Outfall




Grease





Grease

: 001
"•: • •
:
:
•
:


Avg.
report
203/331
330/2072
2000/3490
: : 81/142
•
:
:
: 002
o
i. O
* -•.
:


:
:
:

/Max. Limits* and Units Monitoring
:6/d instantv
^5/d :3/w 24 hr ccmp
" -1/d "
:3/w "
" : , ' ' S-1./W,'-.- fTT^H
— ~/0.2 mg/1*** -l/fim »
-— /O.I
6.0-9.0
report
: — /55 mg,
	 715
6.0-9.0
" *** ~~' - --• . — '^~ — ' 	 ~, 	 	 	 ;
•1/d ' "
: 1/d estimate**
/I*** . i, grab **
" . ••• .11 ii A-A
• " " **
- - • - • * .:'••• . :.-•-••

*Daily
**When
***Daily


r average/da;
flowing.
s
Lly maximum,

' average/instantaneous


NOTE: interim limits apply at
Final limit's ?mr>1ir s>+- r\r






max

nm
)1 7




imum.

4/26/84 1
/I /ftA -t-Viw






trough 6/30/84. . , . "",
jugh. 4/25/89. 	 , , , ,

-------
2X0003948:  Chevron Chemical Company (formerly Gulf Oil Chemicals), of Baytown,  Texas,
manufactures organic chemicals and plastic resins such as ethylene, =pcopyter>e,-
aromatic  concentrate, low density polyethylene, alpha olefins, polypropylene,  _
acetylene carbon,  and polyalpha olefins (SIC 2869, 2821, 2895).   The facility is in
S nSnic Chemicals and Plastics and Synthetic Fibers Category (40 CFR 414), and has
six waste streams, two of which are internal.  Outfall 001 consists of process
wastewater and cooling tower blowdown (4  mgd), internal Outfall 104^ consists of  proces
wastewater (0.9 mgd), and Outfalls 002, 003, and internal Outfall 204 are   .
^contaminated stormwater runoff (intermittent).  Outfall 004 is a coiifcination of 104
and 204   Plant discharges are to Cedar Bayou.  Process wastewaters receive oil/water
separation, activated sludge, and segmentation?  boiler blowdown is routed to a    _
chrondum/zinc removal unit.  Stormwater runoff enters the bayou untreated.  Guidelines
have not  yet been promulgated for the organic chemicals and plastics industry;    _
therefore^Limits for 001, 104, and 004 are a BPJ determination of BCT, BAT, and  water
quality requirements necessary to prevent further degradation of the receiving water,
based  on  the flow rates mentioned above,  The proposed guidelines for the industry,
previous  permit, and Texas  State  liinits are used  as guidance.  One limits for Outfalls
002  003, and  204 are from  the previous permit based on a BPJ determination that a
level  characteristic of BAT and BCT treatment  is  reflected.  Biomonitoring, consisting
of 24  hour static tests, shall be conducted once per quarter for two years for the
determination of 80% survival in 100% effluent.  The recommended test organisms are
Dachnia sp. or Mvsidopsis sp.  If survival is less than 80%,  a,replacement static 48
hour mprfian LC50 test is required on the originally collected .sample.  The submittal
of a BMP plan is not required.  -                  .            .
Effective Date: August
Expiration Date: August
TX0003948: Chevron Chem
Pollutants
Flow
BOD-5
TSS
COD
Oil and Grease
Armenia Nitrogen (as N)
Total Chromium
Total Zinc
Total Phenols
Benzene
Ethylbenzene 	
Toluene
Temperature 	
Biomonitoring 	
PH 	
TOG
Oil and Grease
pH 	
Temperature 	
Flow
BOD-5
TSS
COD
Oil and Grease
Biomonitoring 	
jj| 	
*Daily average/daily 	
g 1985 I'inai rermiu
5' 1990 Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
ical Company .
nut-Fan Avg. /Max. limits* and Units Monitoring.
: 001 :report 	
"t : 575/1150 Ib/c (17.2/34.
: :575/1150 " 17.2/34.
: : 3500/7000 " (105/210
: : 250/300 " (7.5/9
: :report
: continuous
5 mg/l**' :3/w 24 hr ca^p
5 ** *

« **' : " grab ...
: " 24 hr cpmp
: :6. 0/20.0 Ib/d (0.18/0.6 mg/l **) : "
: :3. 0/10.0 " (0.09/0.2
1 : 3. 0/6.0 " (0.09/0.]
~ . 	 72.5 " 	 /O.]
~r~ : 	 /2.5 " 	 /O."
~~. ^ . 	 /2.5 " - — /O.:
~ . 	 /g7 p1****
: rreport 	
: :6. 0-9.0
:002,003,: 	 /70 mg/l****
:204 : 	 /15 " ****
: :6. 0-9.0
: 104 : report
: : 180/360 Ib/d
: :188/375 "
: : 980/1960
• :75/150 "
: :report
s :6. 0-9.0
maxumum.
**Equival«ant'- concentrations based on 4 mgd flow but not i
***When discharging. 	

" **^ ' "
.8 " **) : " " '.-,.
. mq/1 :l/g "
. mg/l : " "
. mg/l : " "
:3/w grab
:l/g 24 hr comp
: continuous
•1/d. grab***
•
•
: : " in situ
~ ~ ' s continuous,
:2/w 24 hr comp
•
•
: " grab
:l/a 24 nr comp
: continuous

ncluded in pentu.t.

****Dailv average/instantaneous maximum. 	 . 	 _ 	 	

-------
  1X0004227:  A&bil Ctem.ica.1 Company,  located in Beaumont,  is engaged in the manufacture
  °(ll?^mi^sS'f^iC^ eSYlene' Pro^lene' butadiene? blnz^e,, anrSSeS"6
  (SIC 2869).   This facility is in the Petroleum Refining Category (40 CFR 419)  and
  discharges 3.22 mgd of uncontaminated stormwater runoff to the Neches River   All
  domestic wastes, process  wastewater, and process area runoff are  collected and routed
  to the Lower Neches Valley North Regional Treatment System.  Effluent limitations  are
  based on State sgaiej: ajjaljiy. considerations.         ,-„-.                     ....
  Effective Date:  July 1, 1988
  Expiration Date:  June 30, 1993
      ,  ,    ,   ,  ,         .   .  . EFFLUENT LIMIT? .(FINAL) '        '   ""               ;v


 TX0004227:  Mobil Chemical Company              ''•'.•:•'.''''       '  \


    .    Pollutants         Outfall  ,    Avg./Max,*Limits and Unite         Monitoring
 ^	   	'	'    •        •             - .'          '     "i ' - -        ^ = ;

 Flow                    i  001   -monitor only                ...,-.	   ;'l/d esfcimafce
,                    .              :— 755.0   mg/1
 Oil and Grease    _ ; _    ; — 715. Q    n
                          _
 Benzene                 ;         — /nn3J
 Toluene	-    " ;   ,   •'	
 Phenols	    ;        ;—/O.I
                                   6.Q - 9.
  "Daily  average/daily maxirmm.

-------
                                    STB,











Effective Date:  August 30, 1984
Expiration Date:  August 29, 1989
                         Abstract Date:
     Final Permit

December 15, 1984
                              EFFLUENT LIMITS  (FINAL)
 5X005576:  Reichhold Chemicals, Inc.
       Pollutants
Outfall     Ava./Max. Limits and Units
                                                                       Monitoring
T?1nw
BDD-5
COD
TSS
Ammonia Nitroqen
Phenols
Zinc
Ethvlbenzene
Tri chloroethvlene
Formaldehyde
Temperature
Biononitoring
rH
*Equivalent concentratio
001 : record
: 9. 1/18.1 kg/d
:57/115
:18.1.36.3
:2.3.4.6
:0. 0073/0. 010 '
: 0.0016/0. 033 '
:0. 0064/0. 013 '
: 0.0082/0. 016 '
:report
. «
• 	
: "
:6.0 - 9.0
•
• .
•
•
•
•
•
•
•
•
• • •
•
•
»
•
ns based on flow of 0.135
(18/35
(111/225
(35/71
(4.5/9.0
(0.014/0
(0.031/0
(0.013/0
(0.016/0
itcr/1*)
*}
*)
*)
.02 *)
.064 ' *)
.025 ' .*)
.031 ! *)
•
_ 	 	 . 	 ; 	 ; 	 — 	 " 	
- ' . 	 _ 	 	 	 — •
mqd, but not included
continuous
2/w 24 hr comp
H H
ii « - - • •
ii it
L/w ' "
H H
ii ii
n »
77m
1/cl in-situ
1/q 24 hr ccxn^
r'orii' i TTilOUS
in permit.

-------
 1X0006271.'   Exxon Company, U.SJL in Boytown, .Itexas, operates a petroleum refinery and
 a^petro-chemicals complex (SIC 2911,  282.2,  2869,  2821).One petroleum refinery has
 the capacity to produce 680,000 barrels/stream day of crude oil  (Equivalent Pipe Still
 Index)  and  51,000 barrels/stream day of natural gas liquids; final refinery products
 are motor gasoline, jet fuel,  diesel  oil, kerosene, heating oil,  asphalt,  solvents,
 lubricating oils,  and chemical feedstocks (olefins and  aromatics).  Other  facility
 products include:   1.1 million Ih/d of elastomers (butyl rubber), 15 million Ib/d  of
 organic chemicals  (benzene,  cyclohexane,  isobutylene, paraffins,  xylehes)  and  17
 million Ib/d of plastics (polypropylenes), used in inner tubes, tires, adhesives,
 nylons,  carpet fibers,  twine,  and biodegradeable detergents;  1.3 billion Ib/y of
 ethylene, 900 million Ib/y of  propylene, and 250 million Ib/y of butadiene for use in
 molded plastics, synthetic rubber, cosmetics, and Pharmaceuticals; and 285 tons/stream
 day of  coal onto synthetic liquids  for use in final products including gas oil, vacuum
 bottoms and middle distallate.  Plant activities  place  the  facility in the Petroleum
 Refining Category (40 CER 419) and  the Rubber  Manufacturing Category (40 CFR~42m—"
 Three discharges are  to the Houston Ship Channel consisting of process wastewater from
 Outfall 001 (26.9 mgd max.),  stormwater runoff  from Outfall 002  (variable), and
 regenerant  (backwash) from a demineralization plant at Outfall 003 (2.3  mgd max.)
 Treatment of the waste streams is as follows:   001 -. sedimentation, chlorination
 trickling filters, oil/water separation including screening, oil skimming, and solids
 and grit removal,  sludge  landforming, pH adjustment, aeration lagoons, stabilization
 Ponds; ,002  - stormwater retention basin, oil removal via vacuum trucks; 003 -   	
 neutralization. =600-5 and ammonia  limits on 001  are based on a Waste Load Evaluation
 for the  Houston Ship Channel.  Daily average limits on phenolic compounds and      —
 hexavalent  chromium are based  on a  1984 EPA-NRDG settlement agreement.  The remaining
 limits  on 001 are based on the previous permit and State permit reguirements which are
 more stringent than applicable guidelines for the petroleum refining and rubber
 manufacturing industries  using concentrations and a 27.5 mgd flow.  The basis for the
 lunitations on stormwater and  regenerant discharges are the previous permit (002,
 003), standard technology for stormwater discharges (002), and State permit
 requirements (003)., Bioassays  are required for an 80% survival rate oFtest^organisms
 (Daphnia sp. or Mysidopsis sp.) in 100% effluent concentration, :using  a static method
 for 24 hours.  Tests  shall be  conducted quarterly at 001 for a period of two years
 If survival is < 80%,  a replacement static 48-hour median LC50 test is required on the
originally collected sample.  A BMP plan is not included in the permit.
Effective Date:
Expiration Date:
October 1, 1984
September 30, 1989
Abstract Date:
Final Permit
June 6, 1986
                               EFFLUENT LIMITS (FINAL)
TX0006271: Exxon Company,
Pollutants
Flow
BOD-5
TSS
TOC
Oil and Grease
Phenolic Compounds
Armenia (as N)
Sulfide
Total Chromium
Hexavalent Chromium
Biomonitoring
Temperature
PH
*Daily average/daily
•
•
•
•
_ •
*
» •
•
B
•
•
•U.S.A.
Outfall
001









(Page l of 2)
Avg./Max.
Limits*
and
Units
:monitor only
•
•


•

:
:

r/MV
3745X
4681/
1039/
21/43
1039/
17/38
13/23
3.1/6
.•MH
V4H4
mf>v
IShl

ISh-l


,H
kg/d


H
H '



"
(17.4/34.8
(36.8/7
(46/92
(10.2/1
(0.21/0
(10.2/1
(0.16/0
CO. 13/0
(0.03/0
'-1,6

s ••(
A?
S.'-l
.T/
')')
,07
mg/
II
II
II
H
II
II

11
: :report
:
•




36.7 '
6.0-9
Q***
.0








1**)
**y
**)
**y
**)
**)
**)
**)
**\



maximum.
**Eguivalent concentrations based on
Vfv.M
***Instantaneous maximum.
****Between 6:00 a.m. -
mgd f

low but not


included


Monitoring
: continuous
:3/w 24 hr comp
. H it
.11 H
; " grab
• II it
: " 24 hr comp
	 ^n-o.n|-.
; " grab
: " 24 hr comp
: 2/w "
;l/g
: continuous
:l/d grab****

j.n permit.

9:00 a.m. ;

-------
3X0006271:  Exxon Company,  U.SA.  in Boytown, Texas,  operates a petroleum refinery and
^        '  S con^S (SIC  2911, 2822, 2869, 2821).   The petroleum ref inery has
          cy to psroduce 680,000 barrels/stream day of crude oil (Equivalent Pipe Still
index) ana 51,000 barrels/stream day of natural gas liquids; final ref inery p^ucts
are motor gasoline,  jet fuel, diesel oil, kerosene, heating oil, asphalt, solvents,
SriSi?oils7 and chemical  feedstocks  (olefiiis and aromatics )•  Other .facility
products  include!  1.1 million Ib/d of elastomers (butyl rubber),  15 millim Ib/d of
Sganic chemicals (benzene, cyclohexane, isobutylene, paraffins,  ^enes) andj.7
nSlion Ifc/d of plastics (polypropylenes), used in inner tubes, tires,^^ives,
nylons, carpet fibers,  twine, and biodegradeable detergents;  1.3 billion Ib/y of
nyo-ons, carpe ^-jj^'^/y of propylene, and 250 million Ib/y of butadiene for use in
            ticS, synthetic rubberfcosmetics, and Pharmaceuticals; and 285 tons/stream
            into synthetic liquids for use in final products including gas oil, vacuum
             middle distallate.   Plant activities place the facility in ^ T^^r^irn
                              .
                   (40 CBR 419)  and the Rubber Manufacturing Category (40 CFR
                      to the Hbuston Ship Channel consisting of process wastewater from
   rescae
 Outfall 001 (26.9 mgd max.), stormwater runoff from Outfall 002 (variable), and
 Secant (tockwaS) from a demineralization plant at Outfall 003  (2.3 mgd max.).
 S£S of^he waste streams is as follows.  001 - sedimentation  chlonnatio^ ;:  .
 tricklina filters,  oil/water separation including screening, oil skimming, arti solids
                                       pH ad-lustment, aeration lagoons,  stabilization
 an  ^.
 ponds; 002 - stormwater retention Easin, oil removal via vacuum trucks; ,003 -
 nlrtlalizatioh.   BOD-5 and ammonia limits on 001 are based on a Waste .Load Evaluation
 for the Ifouston Ship Channel. Daily average limits on phenolic compounds  and
 n^valen?^miSaPare based on a 1984 EPA-NRDC settlement agreement.  The remaining
 iSnite on nm a^ ^^ on the previous permit and state permit reomrementswhich are
 more stringent than applicable guidelines for the petroleum ref imng and rubber     .
 ^^^ MiBh^B using concentrations and a 27.5 mgd flow.   Bie basis to the
 LLmitations on stormwater and regenerant discharges are the previous permit (002,
       standard technology for stormwater discharges (002),  and State permit
              rQQ3^  Eialssays are required for an 80% survival rate of test organisms
          sp. or Mvsidopsis  sp.) in 100% effluent concentration,  using a static method
 for 24 hoSs.  Tfests  shall  bi conducted quarterly at 001 for a period of tvra years.
 If survi^is < 80%, a replacement static 48-hour median IC50  test is required on the
 originally collected  sample.  A BMP plan is not included m the permit.
 Effective Date:
 E&piration Date:
             October 1,  1984
             September 30,  1989
Abstract Date:
Final Permit
June 6, 1986
                                EFFLUENT LIMITS  (FINM1.)
 TX0006271:   Exxon Company, U.S.A.  (Page  2 of 2)

         Pollutants
                      Outfall     Aver./Max. Limits* and Units
                       002   t—755  mcr/1 (2)	  .
                 Monitoring.
                                                (2)
Ull OiKi VoLWd&ts
Benzene, Toluene
Flow
roc
Temperature 	
1*
	 »yoroT-i- 	 f){ 	
003 : "
. :— /100 mg/1
:36.7 C**

: " (3) "
: (IV instant.
: 2/w grab
:3/d in situ
:l/d grab
• t
     *Dailv averacfe/dailv maximum.   _ _ _ __ _-: — -- r^
    **Equivalent concentrations based on 26.9 mqd flew but notTincluded in permit.
                 erator shift.

Daily itaxinMrn shall be the average of tiiree grab samples taken at—_
during the period of discharge with the first grab sample taken duru
hour of discharge.	,—.	——
                                                                             the first
Wh
           dischargijig.

-------
IX0007021J  Exxon Chemical Americas manufactures specialty chemicals for the oil
industry such as demulsifiers,  corrosion inhibitors, surfactants, fuel additives and
plastic  additives  (SIC 2,869,  2821)  at its facility in Houston, Texas.  The facility.is
"i, the Organic Chemicals and Plastics and Synthetics Category (40 CFR 414, Subpart D)
and has  three outfalls to the Houston Ship Channel of  the Trinity-San Jacinto  Estuary
Outfall  001 consists of 0.108 mgd noncontact coolingwater, cooling tower and boiler
blowdown, steam condensate, reactor scrubber water, and contaminated stormwater runoff
which is treated by sedimentation and activated sludge treatment.  Outfall 002 and
Outfall  003 flow intermittently and consist of stormwater runoff which is treated by
sedimentation before discharge.  Limits at  Outfall 001 on BOD are based on
Hsuston  Ship  Channel Wasteload  Allocations, and  TSS and oil and grease limits are
based on state permit  requirements.  Limits on COD and TKN are based on actual
operating data.  It is BPJ that these pollutants are being discharged at the
equivalent of BAT  levels.  Limits on zinc,  toluene, and 1,2-dichlorcethane are based
on proposed BAT effluent guidelines.  Effluent limits at Outfall 002 and Outfall 003
are based on  Region VI guidance on stormwater discharges.  Biomonitoring is required
once per quarter, but  there is no requirement for a BMP Plan.            , V

Effective Date: . October 16, 1984            '             /"'     !        Final Permit
Expiration Date:  October  15, 1989                ,      Abstract Date,:/; March 7,  1985
                               EFFLUENT LIMITS (FINAL)

TX0007021:  Exxon Chemical Americas

       Pollutants         Outfall      Avq./Max.  Limits and Units        Mbnitocing
Flow
BOD-5
COD
TSS
Oil and Grease
Kjeldahl Nitrogen (TKN)
Toluene
1 , 2— Dichloroethane
Zinc
Temperature
pH
Flow
TOC
Oil and Grease
PH
: 001 :report
s : 18/36 kg/d
: :91/181
: :18/36
: :7. 6/10.9
s :3.6/7.3
i :0. 10/0. 20 "
J :0. 07/0. 13 "
s :0. 09/0. 19 "
s treport
: :6.0 - 9.0
:002, 003: report
: :— /50 mg/1
: : — /15 mg/1
: :6.0 - 9.0
:3/d
:2/w
.11
.- n •
. ii ,
.n
	 :l/g

• 11
:3/d

• • . -
•1/d
.••
. • n

24 hr conp

n
"grab
24 hr camp

• - n -
n
in-situ
grab

grab
II
It *-

-------
0X0007439:  SOS Biotech Corp. in Houston, Texas, produces agricultural herbicides,
pesticides, fungicides, and organic chemicals (SIC 2879)  including MSMA.,  Dacthal,. JEN,
and Daconil.  The facility is in the Pesticides Chemicals Category.(40 CER 455) and
the Organic Chemicals Manufacturing Category (40 CFR 414).  Two internal  outfalls are
combined  for total plant discharge at Outfall 001 to the Houston Ship Channel;
Outfall 001 is process and nonprocess wastewater and groundwater leachate (30 day avg
of 0 90 mod),  and Outfall  201 is stormwater runoff (30 day avg. of 0.56 mgd).  Process
wastewater was initially treated with neutralization/, sedimentation and equalization
(4 days retention time), sand filtration, activated carbon filtration, aerated lagoons
K day retention), and final sedimentation  (2.5 days retention).  In addition, ammonia
bearing waste  streams were pretreated by air stripping.   Stormwater runoff received
ferric chloride and caustic precipitation, and multi-media filtration;  stormwater
caused by rainfall exceeding 8 inches, however, was discharged untreated.  The  ;
facility  was scheduled to  have a new treatment system completed by 3/1/86 to
accommcdate the addition of  three waste  streams from groundwater, acid pits, and an
incinerator, and to improve removal efficiencies and allow for increased  stormwater
flows  Process wastewater treatment will include breakpoint ^chlorination to remove
ammonia,  hydrolysis to remove cyanide,  and ferric precipitation to remove arsenic;
Btormwaters will receive additional sediinentation and an arsenic bearing runoff  stream
will be disposed via well injection.  There are no promulgated BCT/BAT guidelines for^
the pesticides and organic chemicals industries; the permit limits are therefore based
on water quality standards and a determination of BCT/BAT levels using BPJ.      „
Biomonitoring once per quarter for two years in 100% effluent sample  using a 24 hour
static method is required; if survival is less than 80%, a replacement static 48 hour
laedian LC50 test will be conducted on the originally collected sample.  A BMP plan is
not required.
 Effective Date:
 Expiration Date:
                  July 1, 1985
                  June 30, 1990
Abstract Date:
Final Permit
May 29, 1986
                                EFFLUENT LIMITS (FINAL)
TX0007439:  SOS Biotech Corp. (Page 1 of 2)

                          Outfall      Avq./Max. Limits and Units
                                                                          Monitoring

Oil and Grease
Bicnvsnitoring 	
jSH 	
Flow
BOD-5
TOG
TSS
Ammonia Nitrogen 	
Daconil
Dacthal
Arsenic
Cyanide 	
Total Chlorinated
Hydrocarbons****
(1) 	 .
Flow
TOG
Daconil
. .
: 001 :
• •
• •
: 101(1) :
• •
» •
B •
• •
m t
e 4

— /15 ma/1***
report
6.0-9.0
report
180/500 Ib/d 24/66.6
640/1280 " '85/171
215/500 " '28.6/66.
20/40 " 2.7/5.3
0.75/1.50 " report/0.
3.75/7.50 " " A.
• :1. 50/2. 25 " " /U.
* •
• <
• ;
0.75/1.50 " " /U.
3.7/7.5 " —/report

: , rreport
: 201 :
"
: :-— /55 ma/1***
•
;— /0.6 " **•*
• ...
\ • . - •
:l/w grab
:l/q 24 hr comp
:l/d. orab
:continuous
mg/1** : 2/w 24 hr comp
n **< . » »
6 n **• . " "
•i **< .n »
2 mg/1 : " "
0 " : " "
3 " : " = „ " •
2 :
, ma/1 : "
..•:.- -
: "
.:l/d(3) instant
:2/w(3V grab,
: " comp

-------
2X0007439!   SOS Biotech Corp. in Houston, Texas, produces agricultural herbicides,
pesticides,  fungicides, and organic chemicals (SIC 2879) including MSMA, Dacthal, IPN,
and Daconil.  "The facility is in the  Pesticides Chemicals Category (40 CFR 455) and
the Organic  Chemicals Manufacturing Category (40 CFR 414).  Two internal outfalls are
combined for total plant  discharge at Outfall 001 to the Houston  Ship Channel;
Outfall  001  is  process and nonprocess wastewater and groundwater leachate (30 day avg
of 0.90 mgd), and Outfall 201 is stormwater runoff (30 day avg.  of 0.56 mgd).  Process
wastewater was ijnitially treated with neutralization, sedimentation and equalization
(4 days retention time),  sand filtration, activated carbon filtration,  aerated lagoons,
(1 day retention), and final  sedimentation  (2.5 days  retention).   In addition,, ammonia
bearing waste streams were: pretreated by air  stripping.  Stormwater runoff received
ferric chloride and caustic precipitation, and multi-media :filtration; stormwater
caused by rainfall exceeding  8 inches, however, was  discharged untreated.  The     >
facility was scheduled to have a new  treatment system completed by 3/1/86 to     -..-
accommodate  the addition  of three waste streams from groundwater,  acid pits, and an ':.,'
incinerator, and to improve removal efficiencies and allow for increased stormwater
flows.  Process wastewater treatment  will include breakpoint chlorination to remove  '••.
ammonia,  hydrolysis to remove cyanide, and  ferric precipitation to remove arsenic;
stormwaters  will  receive  additional sedimentation and an arsenic bearing runoff stream
will .be disposed  via well injection.   There are no promulgated BCT/BAT guidelines for
the! pesticides  and organic chemicals  industries; the  permit limits are therefore based
on water duality  standards and a determination of BCT/BAT levels  using EPJ.
Biomonitorinq once per quarter for two years  in 100% effluent  sample "using a 24 hour
static method is  required;  if survival is less than 80%, a replacement  static 48 hour
median LC50  test  will be  conducted on the originally collected sample.  A BMP plan is
not required.

Effective Date:    July 1,  1985                                            Final Permit
Expiration Dates   June 30,  1990                           Abstract Date:  May 29,, 1986
                               EFFLUENT LIMITS (FINAL)                        •"   ."  '

TX0007439:  SOS Biotech Corp. (Page 2 of 2)
 . ;• '. " .-'' .   •    .   -   -       •-.-''*   - •.   '     '    - .  "'  .  -'•"•"   • ., t   ~         *
       Pollutants         Outfall      Avg./Max. Limits and Units         Monitoring
Dacthal
201   ;— /l.Q    rKT/1***
                                                                        2/w(3) Comp
Arsenic
      :— /0.6      " ***
   *Daily average/daily maximum.
  **Eauivalent concentrations based on 0.90 mgd flow but not included in the permit.
 ***Daily average/instantaneous maximum.            	  .   .  •  • -.    .   '.  . • •
****Sum of carbon tetrachloride, chloroform, me-thyl chloride, methylene chloride,
    1,2-dichloroethane.       	-...._....  	.     -,_.-..••     • •..   • ,,-,./.- .
YD Interim limits apply 7/1/85-2/28/86, initiating upon completion of a new
    treatment system.  Final limits apply 3/1/86-6/30/90.
(2) Carbon tetrachloride, chloroform, methyl chloride, methylene chloride,  and
    1,2-dichloroethane.
(3) When discharging.	'    	  -  -•;

-------
TX0007862:  The Independent Refining Corporation, in Winnie, is in the Petroleum  '  -
Refining Category (40 CFR 419)  and produces  gasoline, normal hexane, naphtha,,  jet
fuel, diesel fuel, and residual fuel oil from crude oil and natural gas condensates/ .
catalytic reforming and hydrocracking, and  solvent extraction (SIC.2911).   Outfall 001
discharges 0.454 mgd of treated process wastewater-and stormwater runoff and Outfall
002 consists of uncontaminated stormwater runoff from the tank farm area.   Both
outfalls empty  into Mayhaw Bayou.  Wastewater treatment consists of equalization.
oil/water separation, activated sludge, an aerated lagoon system,  final clarification
and pH adjustment.  Effluent limitations are based on BAT/BCT/NSPS effluent guidelines
and State water, quality standards.  For a period of two years, the effluent from
Outfall 001 must undergo quarterly range-finding static acute toxicity tests, using-
either Daphnia  sp... or Mysidopsis sp. depending on the  salinity of  the effluent.   If  at
any time, survival  is less than 80%, a replacement static 48-hr median  lethal
concentration test must be conducted on the original effluent.
Effective Date:  July 19, 1986
Expiration Date:  July 18, 1991
Abstract Date:
Final Permit
June 9, 1989
                               EFFLUENT LIMITS  (FINAL)

TX0007862:  Independent Refining Corporation

                          Outfall      Avg./Max.*Limits and Units
                Monitoring
*
Flow : 001
BODS i
TSS *
COD :
Oil and Grease :
Phenolic Conoounds :
Anmonia t
Sulfide :
Total Chromium :
Hpxavalent Chromium :
pH 	 :
Flow : 002
COD 	 :
Oil and Grease :
pH 	 : 	
IT*' 	 '
.
.
*
.

.
. *Paily Average/daily maximum.
.
: monitor onlv
: 124/234 Ib/d
: 101/160 "
: 910/17 85 "
:38/70 ' "
:0. 54/1. 09 "
•89/195 "
:0.7/1.4
:1.7/2T9 "
:0. 13/0. 28 "
:6.0 - 9.0
rmonitor only
•—/ISO ma/1
:— /15
:6.0 - 9.0
. . ...'.- ••.-::
. . '.--•,'•
.
' . ' •
. • - . .
' . . ' ... . ....'.
.


1/d instant.
2/w 24-hr como
n n
n n
" . arab
" 24-hr como
II «l
arab
" 24-hr comp
n n
1/d arab
" estimate _.
arab





. "


• • i •


-------
 2X0008761:  Nalco Chemical Company manufactures tetramethyl lead and    ray
 lead anti-knock compounds (SIC 2869), at its  facility located in  Freeport, Texas.  The
 facility has two discharges to the Dow Chemical Company Plant A Effluent Canal to the
 Brazos River.  Outfall 001 consists of process wastewater,' recycled  process area,
 washwater and stormwater, sanitary wastewater,  and cooling tower blowdown with an
 average flow rate of 0.51  mgd., Outfall  002 is overflow from the stormwater and
 washwater recycle pond system, which discharges only during periods of heavy rainfall
 The facility's treatment system's chief components are steam strippers for the
 reduction of volatile organics, and an iron redox system for the reduction of heavy
 metals.   Discharge from the steam stripping units flow to a cooling  pond and separate
.settling pond prior to discharge.  , There are no effluent guidelines  applicable to
 discharges  from this industry, so limitations in the permit were derived using BPJ.
 Effluent limitations on EDB,  EDC^ and toluene are based-on steam stripping technology
 using data  presented in the EPA Treatability Manual, and an flow rate of 0.57 mgd (the
 highest reported 30 day flow value).  Limits on BOD and IOC are based on information
 in the Development Document for Organic Chemicals (February 1983), and?lead limits at
 Outfall 001 are  based on limits in the Chrome Pigments  Subcategory of the Inorganic
 Chemicals Category (40 CFR 415).  Zinc and TSS limits at Outfall 001 are previous
 Permit limits.   At Outfall 002, zinc  and lead are limited  by water quality standards.
 Biomonitoring screening requiring 80% survival in  100% effluent  is required at both
 outfalls, but there is no  BMP Plan included in the permit.
Effective Date:  October 16, 1984
Expiration Date:  October 15, 1989
                                                 Abstract Date:
                  Final Permit
                April 17, 1985
                               EFFLUENT LIMITS (FIN2VL)

TX0008761:  Nalcd Chemical Company
Pollutants
                          Outfall
arid Units

Flow
Temperature '
BOD-5
TSS
TOG
Lead, Total
Zinc, "
1 , 2-Dibromoethane ( KL)B )
1 , 2-Dichloroethane (EDC)
Toluene
PH
Flow
TOG
Lead, Total
Zinc, "
1 , 2-Dibromoethane (EL)B'
1, 2-Dichloroethane (EDC)
Toluene
PH

' : . - , 	 	 - : - 	 .-• . -. .-• ' — ' — * .
001 :report


: continuous
:— /HO F •..:.•••-.." •••--.:
: 185/320
: 135/250
: 370/600
: 5. 5/10.0
:3. 4/4.2
:4.8/4.8
:4. 8/4.8
:4. 8/4.8
6.0-9.0
002 report
— /70
—/1. 5
— /6.0
—/l.O
—/l.O
—/l.O
6.0 - 9.0

*Equivalent concentrations based on 0.57 mqd
Ib/d
11








mg/1

II





flow,
(38.9/67.3 mcr/1*
•': (28.4/52.6 *
" (77.8/126 *
(1.2/2.1 *
(0.72/0.88 *
= (1.0/1.0 *
(1.0/1.0 *
(1.0/1.0 , *










but not included in
) ; 2/w 24 hr comp
):3/w "
): "
\ • it ill
): " "

): "
): "
; 1/d grab
: " estimate
; " grab

.•«••• -- n -.
. ii. n :
. ll ' ll
.11 • • • n
•1/d "
' V .-'• •••.-.
the permit.

-------
TX0008907:  E.I, djj Pont gie. Nemours & Company,  Inc., operates a facility in Ingleside
that produces freon, chloromethanes,  and cyclohexane (SIC 2869) and is in the Organic
Chemicals^  Plastics. \and Synthetic Fiber Category (40 CFR 414).  Treated process^
wastewater  (Outfall 001;  4.6 mgd) and stormwater  from nonprocess  areas  (Outfall 002)
is discharged to La Ouinta Channel.  Wastewater is  treated, by neutralization,.
equalization, cooling, steam stripping, activated sludge, chlorination, activated
        and filtration.  Effluent limitations are based on BAT effluent guidelines and
       ,               .
State  water  quality standards.  For a period of two years, the effluent from Outfall
001 must undergo quarterly range-finding  static acute toxic itv tests, using either
Daphnia  sp. or Mysidopsis s^.. depending on the salinity of the effluent.  If at any
time,  survival is less  than 80%,  a replacement static 48-hr median lethal   _ '
concentration  test must be conducted on the original  effluent.  A thermal mixing,
of 100 meters  around Outfall 001  has been established.
Effective Date:  August 27,  1985
Expiration Date:  August 26, 1990
                                                         'Abstract Date:
Final Permit
June 9, 1989
                               EFFLUENT LIMITS  (FINAL)

TX0008907:  E.I. du Pont de Nemours & Company, Inc.

                                       Avg./lMax.*Limii:s and Units
                                                                           Monitoring

rT
mq
rn-
To

T_C

i-»
Nj
Tc


„
MJ
«ij 	 • 001 : monitor only
S (Net) • : 1991/3 9 82
n (ytet) 	 . • 540/850
fcal Chlorinated Hydrocarbons :8/16

moerature '- s 104/108 F
inner • :12.5/30.5
,^| 	 ; -6.1/15.0
ckel 	 j 	 ; 20/50 	
>fcal Residual Chlorine ; i70/500 	 _
- -40/200
:6.0 - 9.0
y; 	 . OQ2 : — /70 ma/1
L! and Grease • •- -/15 "
i • :6.5 - 9.5

Ih/d
n
n
n

lb'/d
n

(Until Uo/jU/oo)
" (As of 07/01/86)




rcontinuous
:l/d 24-hr comp

: " "

•continuous
•1/g 24-hr comp
:"•••"


; continuous
;l/d qrab

: 1/w "
                 'daii

-------
                    -or                       , is in the .Fertilizer Manuf^h.r^
                   418) and produces nitrogenous fertilizers^: 2873) ^ Th? facility
 discharges stormwater runoff (Outfall  001) and cooling water/ .boiler Slowdown? arid
 miscellaneous  trap and cooler  water  (Outfall 002) to Rock Q^.   None of the  :
 ?naSflKe7 reC6i^  trf^.ment  before discharge.  Process^aS^terTLe^accumulated
 in a retention eond .and  discharged from the pond to a 120-acre irrigation

            a^3Sf ?°Sai W6ll-1 -EfflUent limitati°n- :are based:o
            and State wafcer quality standards.              v
 Effective Date:  August 27, 1985
 Expiration Date:  August 26, 1990
.•.-"'••          Final, Permit
 .Abstract Date:  June, 9, 1989
         .               ;       EFFLUENT, LB1ITS| (FINAL)

TX0009105:  Cominco American, Inc.             ^

       PollutanfcR
             ^ v
                                                                         M6nitorina>A

-------
TX0052825-  EenrozalS nomoratlon. in Beaumont, is in the Organic Chemisals.
                                .             ,
                             <« CFE 414) and manufactures methyl mercaptan, ethyl
                             'ana aiethyrsulfide  (SIC
                                                                                     t
SinfrSSStion factor, *are required.   Should  the results  indicate nc >  toxicxty at
Uncritical dilution factor  (0.8% effluent) for both species,  these biomonrboring
requirements will S eliminated.  The permit will be reopened should the results   ^
indlcSf actual or ^?ential ambient tSicity to the receiving  stream resulting  from

the discharge.
Effective Date:  September 20, 1988
Expiration Date:  September 19, 1993
                                                          Abstract Date:
 Final Permit
June 12, 1989
                               EFFLUENT LIMITS  (FINAL)
TX0052825

       Pollutants
             Pennwalt Corporation (Page l.of 2)                ,

                           Outfall      Avq./Max.*l.iJnits and Units
 Monitoring
                                                                        •continuous
                                                                             24-hr comp
Flow
EOD5
                                  ?n.Q35/0.070 "
 Zinc (Total)
                                                                             24-hr come
 ficenaphthena
 Acrylon itr ile
                                  :0.00/0.00
 Chlorobenzen
                                  iQ.01/0.02
                                  •0.00/0.00
                                  •0.01/0.03
 3,. 2-D ichloroethane
                 thane
                                   sO.00/0.03
 Hexachloroethane
 1.1-Dichloroethane
            loroethane
 Chloroethane
 Chloroform
                                   •0.00/0.01
                                   i0.00/0.03
  2-Chloropheno]
                                   •Q.00/0.03
                                   ;0.00/0.00
                                   :0.00/0.00
                                   :0.00/0
                                   ;Q.00/0.03
  2,4-D ichloroheaol
                                   •0.02/0.03

-------
     ';   '   , '     ";'•--•   ••'"•'.     EFFLUENT LIMITS (FINAL)

 TX0052825:  Pennwalt Corporation (Page 2 of 2)
                                        Ayg. /Max.*Limits and Units
                                   iQ.OO/Q.Q]
                                                                          1/v 24-^r
                                                                           n       n
 lO.00/0.00
 ;0.01/Q.
         itrotoluene
                                   ;0.03/0.08
 Ethylbenzene
 ;0.00/0.01
                                   ; 0.00/0.0:1
 Bis (2-chloroisopropyll
 i(L04/6.09
 Methvl Chloric
                                  ;0.01/0.02
                                  ;0.00/O.Q]
                                  ;0.01/0.02
                                  ;0.01/0.03
                                  lO,00/0.00
 Bis f2-ethvlhexyl)
 ;0.01/0.03
     ,. -.0
 .-0.01/0
         Phthalate
           Anthracene
           Pvrene
;0.00/0.01
   4-Benzofluorantheng
Benzo  (k) Fluoranthpnp
lO.00/0.01
                                  i0.00/0.03
                                   0.00/0.0]
Acenaphthvlene
;0.00/0.03
                                  ;0.00/0.01
                                  rO.OQ/O.Q]
                                  :0.00/0.03
Tetrachloroethvlenp
Toluene
Trichlor
;0.00/0.01
                                  0.00/0.01
                                 ;0.01/0.03
                                 ;0.09/0.23
                                 !0.12/0.28
                                 ;0.04/0.10
                                 ;0.03/0.06
                                 ;0.14/0.33
                                 ;0.09/0.22
                                  6.0 - 9.0
                                                                        continuous
                                     itor only
                                 :—/75   ma/I
                                 :6.0 - 9.0

-------
5X0055107-  The Stroh Brewery Company located in Longview, Texas, operates a brewery
     2082) rtt^ucir^35MOobd ot malt beverages, and an aluminum can manufacturang
                           4.65 million cans per day.  Plant activities place ttie^ . >
                                   Food and Bev^rp- Processing Category  (40 OR 438)
                               (40 CFR 4bb).  Outfall 001 discharges approxinmtely 2
                                Grace  Creek, thence into a water quality limited -.
                              Process wastewater from the can plant is_ P«tteated for
snen                     .
             l   moval by gravity separation in acidic co^ions,
adjustment and dissolved air flotation; oily wastes are landfilled .
fcrSSSnaSmroi pretreated wastewaters, can plant cooling and sanitary _ waters,
and Swery^tewaters are routed to an activated sludoe treatment plant prior to
S2(£S?5^SSdl  001.  Sludge is thickened ^ aerobica^igsted before
land application.  Effluent guidelines have been promulgated to covertiie can  plant
           (40 CER 465, Subpart D, the Canmaking Subcategory) , but n^for yie^:
                           STlimitations are a ^J determination of BCT and BAT,  _
                   aond a 1.8 mgd flow for the brewery^scharge, and a]E,plicable
                   the production rate of 4.65 million cans/day for the can plant
discharge.  IHe permit does not require a BMP  plan or biomomtoring.
Effective Date:   September 16,  1984
Expiration Date:   September 15, 1989
                                                     Abstract Date:
                               Final Permit
                          February 26,1986
                                EFFLUENT LIMITS (FINHL)
 TX0055107:  The Stroh Brewery Company

        Pollutants
./Max. Iiimits*and Units
                                                                          Monitoring
Flow
COD
TDS
TSS
Chrcmium
Zinc
Aluminum
Fluoride
Total Phosphorous
Fecal Coliform
nil and Grease

001 :report
: 114/200 ka/d.
: 1512/2560
:5675/10000 '
" »997/?Qfi
:0.1/0.2
:3.6/7.2
:1.8/3.6
:47/102
:30/61
: 200/400 per 100 ml
: 39/65 ka/d
:6.0 - 9.0

(15/26 mcr/1**)
(200/338 " **)
(750/1319 **)
(30/53 •**)
fO. 01/0. 02 **)
(0. 48/0. 96 **)
(0.24/0.48 '•**)•
(6.2/13 ' **V
(4/8 ' **)
(5.2/8.6 xnqr/1**)
- • '
•

continuous
3/w 24 hr comp
" "
n ; . • •- ii
ii n . ,
n -H
~~n "
1/d "

          average/daily maximum.
  **Suivalent concentrations based on 2 mod tlow but not Included in permit.

-------
2X0064912:  . Hoffman-La Roche manufactures vitamins and vitamin intermediates
(SIC 2834,  2833) at a plant located in Freeport (Brazoria  County), Texas.  The
facility is in the Pharmaceuticals  Manufacturing Category  (40 CFR 439), discharging to
the Dow Wastewater Canal at Outfall 001 and to Oyster Creek at Outfall 002.  Plant
activities  have been temporarily suspended; therefore 001 consists of sanitary
wastewater and will include process Wastewater for a flow of 0.325 mgd once plant
operations  are resumed.  Outfall  002 consists of untreated stormwater runoff
(variable).  Process  and sanitary wastewaters are treated separately with chemical,
physical, and biological processes  before combining for discharge to the canal.
Sanitary wastewater must be chlorinated sufficiently to maintain a 1.0 mg/1 chlorine
residua! level. " The effluent limitations on both outfalls  are  from the previous
Permit.  However, until the start-upof plant activities, limits on 001 are a BPJ
determination of BCT based  on concentrations of 20 ma/1 BOD and TSS monthly avg., and
30 mg/1 BOD and TSS daily maximum. Mass limits for the waste stream are calculated
using a 0.12 mgd flow.   Effluent guidelines require that cyanide be limited.  The
facility has, however, certified  that cyanide is notused in plant processes;
therefore monitoring is not required.  The permit does not include requirements for
biomonitoring or a BMP plan.
Effective Date:
Expiration Date:
April 16, 1985
April 15, 1990
                 Abstract Date:
  Final Permit
April 25, 1986
                               EFFLUENT LIMITS (FINAL)
TX0064912:  Ifoffman-La Roche
       Pollutants
        Outfall
Avg./Max. Limits*and t&iits
                                                                         Monitoring
Flow
BOD-5
TSS --.•• ' • /• ' r'.:. : '
pH .;--": ••/"..•- • ' -.
Flow
BOD-5 • : : . . •-./... '. ' ..-.•-•
TSS
Oil and Grease
Ammonia as N
TOC :•:..
Temperature
PH
Flow
.TOC
Oil and Grease
PH ... ;;
-••'•"-- - - . .••-..

. , , , L . . -..-,....
001(1) nrtonitor only
:20/40 Ib/d
:20/40 --«...-,-
:5/w instant
:l/m grab '
. _ M n .
:6-9 ;,»
001(2) :report ... ; .
: 81/122 Ib/d (30/45 mg/1**)
:108/190" (40/70.1 "•**•)•
:27/41 ,.. ": (10/15 - »**),
:17/33 " (6.3/12.2 " **)
:407/678 " (150/250 " **)
:— /96 F
:6-9
002 :report
:— /75 itcr/1
:— /15 »
:6-9
... ... : -. . •. - • •
:*** instant
:2/w 24 hr conp
• fi it
: " grab
: " 24 hr coup
."^ M -
:3/d in situ
;l/d grab
:l/d(3)estitnate

: " (3) "
: " (3) "

s : • : • • . , • . :. ...••'-••
: • - - • -• •
*Daily average/daily maximum
**Eguivalent concentrations based on 0.325 mgd flow, but not included
***l/operator shift; length of shift is not specified.
(1) Effective date of permit through the start-up of plant operations.
(2) Start-up of plant operations through the permit expiration date.
(3) When discharging.
. •

in permit.





-------
3X0077593:  Syngas Co.,  located at Strang and Sens RoadS; in Dear Park, Texas,  is a
manufacturer of synthetic gas and methanol (SIC 2861) in the Organic Chemicals and
Plastics and Synthetic Fibers Category (40 CFR 414).   Plant discharges are from three
outfalls to the San Jacinto Bay.  Daily average flows of 0.49 mgd of process and lab ;
wastewaters and spillage and 3.5 ragd of sanitary wastewater, nonprocess utility water,
and contaminated stormwater runoff are from Outfalls 001 and 002, respectively.  /
Outfall 003 consists of a variable amount of  uncontaminated stormwater runoff which
enters the bay untreated.  Outfall 001 is pretreated  chemically with processes
including neutralization, clarification,  flocculation, and ammonia striding? sludge
is treated biologically with activated sludge, thickened, then dewatered by a ,
filter press.  The filter pressed sludge is conveyed by belt filters to  a duinpster  for
off-site disposal in a hazardous waste landfill.  Sanitary wastewater at 002 is
treated by activated sludge  (with extended aeration); the other waste  streams to 002
are monitored in storm sewers and,  if contaminated, diverted to,an emergency;retention
basin.  There are no promulgated guidelines for this industry, therefore limits  at  001
are based on concentrations  using actual operating data.  It is BPJ that the
pollutants are  being discharged at the equivalent of BCT (TSS,  TOC) and BAT (nickel,-;
cyanide) levels.  BOD-5  and ammonia limits are exceptions based on Houston Ship
Channel Waste load Allocations; pH limits are set within normal ranges.  Effluent
Umitg at 002 are from the previous permit.   'Ihe  basis for the temperature limit is
not specified.  Limits at  003 are based  on Region VI stormwater guidance.  24 hour
static bioassavs  showing 80% survival in 100% effluent are required using Daphnia  sp.
or Mvsidopsis sp.  Tests shall be quarterly for two years, and if test results show
greater than 20% mortality,  a replacement 48 hour median LC50 test shall be conducted
on the originally collected sample.  There is no  BMP plan  included in the permit.
 Effective Date:
 Expiration Date:
October 16, 1984
October 15, 1989
Abstract Date:
  Final Permit
April 28, 1986
                                EFFLUENT LIMITS (FINAL)
 3X0077593:  Syngas Co.
Pollutants
Flow
BOD-5
TSS
TOC
Ammonia (as N) 	
Cyanide, Amenable
Nickel
Vanadium
Temperature 	
Biomonitoring 	
pH
Flow
TOC
Temperature 	
pH 	 	
TOC
Oil and Grease
pH
^"
*Daily average/dai 	
Outfall
: 001
•
•
•
:
•
•
•
»
•
.
: 002
•
•
: .
: 003
• "
•
•
Iv maximum.
Avg./Max.
:report
: 48/88 kg/d
: 93/207
: 72/133
: 36/66
:0. 54/1.0 "
:0.91/1.7
: report
• *'
.11
:6. 0-9.0
: report
:--/75 mg/1**
. — /43.3 C **
:6. 0-9.0
:— /75 mcr/1
:~/15 mg/1
:6. 0-9.0
:

Limits* and Units

(26/48 'mg/1**'
(50/112 " **'
(39/72 " **•
(19/36 " **
(0.29/0.56' " **
(0.49/0.91 -"• **





•







Monitoring
:continuous
x : 2/w 24 hr ccmp
«'• : " '•• 	 "••.,..-•.-
*' •-:.•: "•- ',. •,.:" •:",••
fc. ....... „ =n
«:' :1/W ' "'
*) : " • : " r .
:l/m "
:l/d in situ
:l/qL24 hr comp
s continuous
0
' :l/w grab
: continuous
•
:l/d****grab
•
* - •-
;-•••-

**Dailv average/instantaneous maximum.
***Equivalent concentrations based on 0.49 mgd
****When discharging.


flow but not included in paunit.



-------
TX0091855;  GHEMTANK,  located in Houston/ Texas,  operates a bulk liquid storage
•terminal (SIC 4226) facility; the terminals are leased for.-.the storage and processing
of various tchemical products such as chlorinated  organic compounds, phenols, cyanide
and petroleum products.  Ohe facility is a new source in the Qiore Receptx>r and
Bulk Terminals Category (40 CFR 453).  Stormwater runoff is discharged at .Outfalls 001
and 002, and  process wastewater is discharged at Outfall 003.  All three;waste streams
enter the Houston Ship Channel.  Stormwater runoff is held and tested before
discharge.  If the runoff at 002 does not meet the effluent limits, it receives oil/
water separation and is then diverted to the process wastewater treatment syst^"which
includes separation, equalization,  filtration, aeration/ settling and chlorination."•-'
Limits  on 001 and 002  are based on EPA,Region VI  Stormwater guidance (COD, Oil and
Grease) and BPJ of  BAT treatment levels  (phenols,, total purgeable halocarbons).  It is
also BPJ that the limits  on 001 represent BCT (BOD-5,  TSS,  oil and grease) and BAT
(COD, phenols, cyanide, total purgeable hydrocarbons)  levels.  The BOD-5, TSS, and COD
mass limits are calculated using a 0.0565  mgd average flow and the following daily
average/daily maximum concentrations: BOD-5 - 30/60 mg/1, TSS - 35/70 mg/1, and COD -
30tO/450 mg/1.  Quarterly bioassavs  shall be conducted for a period of two years.  A
24-hour static method  will be used for the determination of 80% survival of
Daphnia sp.  or Mvsidopsis sp.  in 100% effluent (Outfall  001).  If mortality is greater
than 20%, a replacement 48  hour median LC50 test  is  required on the originally
collected sample.  A BMP  plan is not included.
Effective Date:
Expiration Date:
May 3, 1985
May 2, 1990
                Abstract Date:
                                                                       Final Permit
                                                                       June 6, 1986
                               :EFFLUENT LIMITS (FINAL)
TX0091855:  CHEMTANK
Pollutants Outfall Ava.
Flow
COD
Oil and Grease
Total Phenols
Total Purqeable Halocarbc
PH
Flow •
BOD-5
TSS
COD,
Oil and Grease
Total Cyanide
Total Phenols
Total Purgeable Halocarbc
Biomonitorinq
PH
001, 002:report *
:— /150
:— /15
:— /0.7
3ns*** .****
: 6. 0-9.0
003 :report
:14.1/28.3
:16.5/33
: 141. 4/212
:10/15
:0.2/0.4
:0.5/0.7
3ns*** .****
: report
:6. 0-9.0
*Daily average/daily maximum.
/Max. Limits*and Units Monitoring
: 1/wQ ^estimate
mg/1**
» ** 	 -•
..«'** .



Ib/d


mg/1






: " (IV grabm
; " (1) " (2V
:l/3mfl) " (-.2)
_^ 	 ; " (IV " (2)
:l/w (1) " (2\
:l/d instant.
:2/w 24 hr comp
.11 • - ii
.11 ii
:l/w grab
." ii
. n H
:l/m
	 ;l/q 24 hr comp
:l/d grab

        Test Method 601.
*Daily maximum limits are as follows;
                      '  acrvlonitrile i
Methylene chloride, pheno
carbon tetrachloride— 50
                                                   (carbolic acidT
                                                    1 ; na
                                                                   uq/1 ;  napthalene ,
     • -•- •  	         	     •    —-* — — ~.—~~~	-~-r    ,~-~--~-f» »j^
    chlorobenzene—100 uq/1; 1,1,2-trichloroethane,  chloroform—75 ug/1;  toluene
    225 ug/1; benzene—125 uq/1; dichlorobenzene—250 ug/1;  ethylbenzene—275 i
                                                            ig/1
(1)  When discharging.
(2)  Samples to be obtained within 30 minutes after discharge begins.

-------
2X0094498: 'Uranium Resources, Inc. - Kingsville Dome Facility,  is a New Source in the
Ore Mining and Dressing Category (40 CFR 440),  located six miles south of Kingsville
in Kleberg County, Texas.   The facility conducts in-situ leach uranium mining
operations (SIC 1094),  and 400,000  pounds of U308 Will be produced from five mine
areas over a six year period; possibly longer if new reserves are discovered or
recovery techniques improve.  The uranium is removed and processed in a yellow cake
slurry, forming a precipitate.  There is a discharge of mine process water and/or
restoration qroundwater through Outfall 001 to Arroyo de Los Angeles, thence to Baffin
Bay thence to the Laguna Madre.  Pollutants are removed-from process waters either by
Ion exchange or barium chloride precipitation.  Effluent limitations are based on
NSPS guidelines (40 CFR 440.34(b),  Subpart C, Uranium, Radium, and Vanadium Ores
Subcategory).A BMP plan and biomonitoring nsquirements are not included in the
permit.                         -    -     •   •   •"       .  • •. •  "  •            ':, •"•.•• .-.  .
Effective Date:
Expiration Date:
October 16, 1984
 October 15, 1989
Abstract Date:
     Final Permit
February 13, 1986
                                EFFLUENT LIMITS  (FINAL)
 TX0094498:   Uranium Resources,  Inc.,
             Kingsville Dome Facility
        Pollutants
         Outfall      Avg./Max. Limits*and Units
                                                                          Monitoring
Flow
TSS
COD

Ra 226 (Dissolved)
Ra 226 (Total) 	
: 00
•
•
•
:
•
1 treport
:20. 0/30.0 mg/
: 100/200
:0. 5/1.0
: 3. 0/10.0
:10. 0/30.0
:l/w 24 hr comp
'!>-•. : •"
-.-.•-•.• . :"-... " .
: " "
* '
.-.-.- • • . - : . • -
 Uranium
 EiL
                                  :6.0 - 9.0
                                                             grab
 *Daily average/daily maximum.

-------
UT0000507:  Phillips' Petroleum Company's Woods Cross refinery is in the Cracking
               th       le   Eefiaina GaiegoEy.  (40 CFR 419, Subpaft B) and processes
            /                                 .            ,                  rcesses
        bbls/day of feed  stock  to produce  gasoline,  distillates,  fuel oils,  asphalts,
 and liquified petroleum gases (SIC 2911).  Outfall  001 consists  of  0.860 MOD of
 process was tewater, miscellaneous  washwater, cooling tower blowdown, water treater and
 boiler blowdown,; and stormwater runoff which is discharged into the State Industrial
 Canal and/or the Gee&t Salt Lake.   Outfall 002  discharges 0.4 MGD of nort-contact
 cooling iWater intaMill  Creek.  Wastewater treatment includes sedimentation.  oil
 separation > in an API Segara±or. and Induced Air  Flotation  unit, and  biological
 treatment in a six-celled lagoon system.   The effluent limitations  ate based on
 fSs  arY 5eftroeni; Si;and95ds and  the. State's BPJ of BAT/BCT.  Beginning in  January
 1988,  quarterly asute static renewal  to*ipity tests,  using Ceriodaphnia ™x  fathead
 mojinows,  are required at Outfall 001.  Should the first four consecutive tests
 indicate no acute toxicity, the permittee  may request that only -one species be  used in
        *         "                                     '"    ' ••    '•''''•
Effective Date:  November 1, 1987
Expiration Date:  September 30, 1992
                                                       Abstract Date:
  Final Permit
March 13, 1989
                               EFFLUENT LIMITS (FINAL)

UT0000507:  Phillips Petroleum Company
       Pollutants
                         Outfall
                                       Avg./Max. .Limits.and Units
                                                                         Monitoring
Flow
BOD5
COD
: 00.. : monitor 01
: : 220/400 "
. • • - : -LoU/zoU
: :1500/3000
Oil and Grease • : 65/120
Ammonia .:.... , . •120/270
Sulf ide : : 1 . 2/2 . 6
Total
Chromium , : :2.1/5.9
Hexavalent Chromium : : 0.17/0. 39
llv . . , 	 •cnnf-innnn.e;
Lb/d (25/35 ma /I *) «l/w grab
" , (25/35 " 	 *) . n ?«.
— - : — . , • • — n
(10/15 ma/H il/w - "- •
".-•••, . n n

" . •• n
" . n n
Flow
Temperature

	 	 ; 002 rmonitor only . 	 ' 	 ;l/m insl

	 •- 	 L 	 ;27 C maximum 	 .-."•- n
: :6.5 - 9.0 . • » arah
 ^30-day avg/7-day avg

-------
UT0000531:  The Eastmen Christian. Inc.. facility in Salt I^ke City reclaims Diamonds
and tungsten, as well as electroplating machine parts with chrome, nickel,  zinc, and
^™^  Kir nnknown)   This plant is  in the Nonferrous Metals Manufacturing. Category
^VStSpSt A?S Sfthe W                    (40 CPR 433,  Subpart A).
Process wastewaters are treated by chromium reduction. Palpitation,  and  _.   ,
neutralization, before .being combined in a hoWina JmlL ,  From the h°^g  tank,
treated process wastewaters are combined with noncontact cooling water and borne
stormwater runoff prior to discharge via Outfall 001 to an unnamed tributary  to,Stfiat
                                                            within
             TSS and oil and grease are BPTj cadmium,  total chromium,  hexavalent
chromium,  iron,  lead,  and  zinc are from the pjeevious pjoiiiJ . and the remaining
parameSs are based on BAT.  A BMP Plan must  be submitted  within six  months and ,
impleraentea no later than  one year from permit issuance.  As an alternative to
Sitortog for TIO, the permittee may submit a Toxic Organic Manaqemen.t
three months of permit issuance.
 Effective Date:  August  17,  1986
 Expiration Date:  August 31, 1991
                                        Abstract Date:
 Final Permit
March 6, 1989
                                EFFLUENT LIMITS  (FINAL)

 UT0000531:  Eastmen  Christian, Inc.

        Pollutants         Outfall      Ava./Max. Limits and Units
                                                         Monitories.
 ffexavalent
       Chromium
olatles should be
  **Sanples

-------
4m? ?J r. ^--tea^fihlW L Power Company operates a steam electric power plant, (sic
4911) iii carbo, and is in the gteam Electric Power Generating Category (40  ^R 423)
eSwn¥emnTS1St? -°f f*1^ ^ °verflow (001) / was tewaterlbrSmJnt plant     ~ ';
effluent (003),  cooling tower, blowdown (004), low volume waste stream (005) 7: material
storage and construction runoff .(007, 014) /sewage treatment plant ef
cooling tower overflows. and drains (009, 010, Oil/ 012). ,  All  outfalls

                      nt     ists
                                 are
                                            on gtate jvater guality. staodrnd
 inust consist of toxicity tests on ambient stream samples f rol ?he CliSh Sver Sd
 Dump's Creek ^representing control  stations,  zones  of impact,  and retovery^tati?ns
                                                         a                        :
 Effective Date:   February 28,  1985
 Expiration Date:   February 28,  1990
                                                    Abstract Date:,
     Final Permit
December 21, 1988
                               EFFLUENT LIMITS  (FINAL)

VAOQ01Q15:  Appalachian Power Company
       Pollutants
                                       Ava./Max. Limits* and Units
                                                                         Monitoring
                                 ; monitor onlv
                                                                             measure
                                                                     While discharging
                                                                       ;l/m   grab
                                 ;6.0 - 9.0
                                 ;monitor only
                                 012   monitor onlv
                                                                       continuous
                                                                       ;l/m estimafee
Temperature
                  004.009.03 0,011.
                                rreni
                                          t to exceed lowest:'
                                      	latlng cooling water
                                 ;56/140	g/hr   f0.2/0.5  mg/1)
  ;continuous
                             005 imonitg
                                 ;30/100
                                              (as of Dec
                                                                           24rhr coma
                                                                             grab
                                 ;6.0  -  9.0
                                 monitor onlv
                                   /50
                                 ;6.0 - 9.0
                                 ;monitor only
                                 :1.36/?.n4
                                 ;shall not exceed 4.0 mg/1 ***
                                 t'6.0 — 9.0
                                imonitor on!
                                                                     : 6/w
                                           (ineluae in-yr 24-hr rain); •
                                                                             grab
 *Avg. Monthlv/Max
                              from anv nnir For more than two hours in anv one
                             a£i be G^«\te the rannP nf T  n - 2.0 rna/1  for anv

-------
                      Pepoeeell, Inc.r Kevsville Plant,  located in Keysyille,
                       tBSd rugs and related bath accessories from cottovand




^"^C^oi^^^^i consiitog of process -E5S£J"°°contact
Soilna water, and boiler blowdown.  Wastewaters are treated by screening,










Plan is  not included in the permit.
 Effective Date:  April 26, 1985
 Expiration Date:  April 26, 1990
Abstract Date:
   Final Permit
January 1, 1985
                                EFFLUENT LIMITS (FINKL)


 YAD001295:  Westpoint Pepperell,  Inc.
                                                                         Monitoring
jfOJULUcanus
Flow
CCD
TSS
Color
Chronium, Total
Phenol, "
sulfide
Zinc, Totaj.
Chlorine Residual, " **
rH
*Et[uivalent concentrati
**If chlorinatina for co
001 :monitor only
: 15/30 kQ/d
: 118/236 "
: 20/40
: 220/340 ADMI
:0. 06/0. 13 kc
: 0.06/0. 13
:0. 13/0. 26
. — /4.o mg/1
:— /O.I
.en- 9.0
*
ons based on 0.162 mgd
lor removal.
(24.4/48.8 ira/1*)
f 192/384 " *)
(32.6/65.1 " *)
units
r/d (0.098/0.21 ma/l*V
» (0.21/0.42 " *) :
••
flow, but not included i
continuous
./w 24 hr comp
2/w "
1/W -"•
1/m
' . , •
1/d cjrab
n •gisnnit .

-------
            United States Gypsum Company, located in Danville, Virginia, manufactures
 smooth two-side hardboard where operations include wood pulping, wet forming and dry
 pressing (SIC 2499) and production is reported as 1,000,000 pounds hardboard per day.
 She facility is in the Pulp, Paper and Paper Board Category (40 CER  430^ and there is
 a  single discharge from Outfall 001 to;the Dan River which consists  of 1.02 mgd  -
 process wastewater and 0.01 mgd sanitary wastewater.  Wastewater treatment consists of
 secondary treatment system  which includes an aeration pond, activated  sludge
 treatment,  and settling pond.   Sludge .is  disposed of by land application.~Eff luerit
 limitations on TSS and oil  and grease are based on BPT/BAT effluent  guidelines  and
 BOD is  limited by water quality standards. A schedule of compliance reaulres "that
 the ammonia limit be achieved eighteen months after  permit issuance.  Upon completion
 of the treatment system to reduce ammonia concentration levels, semi-annual bioassays
 using fathead minnows (96 hour acute tests) and mayfly species (48 hour acute tests)
 must be conducted. A tcod.c monitoring program is required where monthly sampling for
 zinc, copper, trivalent and hexavalent chromium,  iron, and phthalate esters is
 required.  Oliere is no BMP  Plan included  in the permit.
Effective Date:  July 3, 1984
Eviration Dates  July 3, 1989
                                                          Abstract Date:
                                   Final Permit
                                   May 30, 1985
                               EETUJENT KEMITS (FINAL)

VAQ001660:  United States Gypsum Company
       Pollutants
                          Outfall
Avq./Max. Limits and Units
                                                                          Monitoring
Flow
BOD-5
                                 :report
                                  971/2913   kg/d   (249/746  mj/1*)   ;l/d ^TTiFo
TSS
                                  1720/5160
                                                    (440/1322
                            ±
                                                                       •  "
Oil
    and Grease
Ammonia
                                  49.1/74
             (12.6/18.9 '"*)   :l/w   grab
                                    -75  mg/1
m.
                                  6.0 - 8.5
                                :l/d
fcEquivalent^^concentrations based on 1.03 mqd, but not included in permit.

-------
VA0002160:  E.I.. duPont de Nemours  §. Co., Inc.,  in Waynesboro, manufactures acrylic,  :•
aramid, nylon,  and spandex resins (SIC 2821) and fiber  (SIC 2824).   This facility is
in the Organic  Chemicals,  Plastics, and Synthetic Fiber Category (40'CFR 414).
Internal Outfall 101 discharges effluent from the Wastewater Treatment System and
Internal Outfall 201 discharges cooling tower blowdown.  These two outfalls are     ;
combined and discharged  to the South River  via Outfall  001.  Once-through cooling
water  (Outfall  007) and cooling tower blowdown  (Outfall Oil) are also discharged to
the South River.  The wastewater treatment facilities are comprised of premising,
neutralization,, equalization,  cooling, activated sludge with biological nitrification,
extended aeration, and dual media filtration.  Effluent  limitations are based on HM;.-.,
of BCT, BAT, and  State water Quality standards.  Annual static acute toxicitv. tests,
using Daphnia pulex or Daphnia magna and fathead minnow, are to be conducted to
determine the LC50 of the effluent at Outfall 001.   Should the LC50 be, less than,100%,,
additional testing may be required.   This same toxicity testing procedure is also tor-
be performed during the  first two years on'Out fall Oil, and during the first year on
Outfall 007.  On a monthly basis, Outfall 001 is to be  analysed for dissolved
hexavalent chromium? total recoverable cadmium,  silver, mercury,  copper,  and  zinc;
free cyanide; phenol;  and bis (2-ethylhexyl) phthalate.  Once per month for the first:
three months, Outfall 001 is also to be analysed for total thallium.  A, BMP PJLan must
be submitted within six months and implemented within twelve months of the effective,
date of the permit.                                                              '
 Effective Date:   October 17,  1986
 Expiration  Date:   October 17, 1991
Abstract Date:
     Final Permit
December 21^1988
                                EFFLUENT LIMITS (FINAL)

 VA0002160:   E.I.  duPont de Nemours & Co.,  Inc., (Page 1  of 2)

                           Outfall      Avg./Max.  Limits* and Units
                     Monitoring
. ' • . . • ••
Plow 	 _^_ : 001 :monitor only 	 	 _ 	 —
BOD5** : : 64/134 kq/d
TSS** : i308/870 n
Total, Amronia** 	 5 	 : 12/23 "
Total Cyanide 	 ; :0.95/2.2 "
Oil ancj Grease 	 ; : 10/15 mg/.
Tenperature 	 . 	 -31 c
D-jggfQyprl Oxygen (6/1 - 10/31 ^ :6.0/ — mg/.



.

. minimum value^__ 	
Nitrat^ Nitrogen 	 : 	 :monitor only 	 _^_ 	 _


ihVVflJi p ^ -60-95
plow 	 ; 101 : monitor onlv ..._: 	 	 	 = —
prrj^ : : "
qiq<5 j t n
Total Cyanic!0 	 I 	 ' "
Tofcgl Argenig 	 : : "
Total Chromium 	 .; : "
^Vvff* VtHVIMAWl! 	 * 	
Total Copper 	 ; :
Total r^fld - -
jfcVVffJ. UK-V® 	 	 	 » „








•Tofat Nickel "
Total Seleniiim 	 ; : "
^. i f- >uu<" 	 	 I n
rpr»4-al farhin'iiTn : : "
sfsr : -: -
Acrolein 	 ; 	 5 	 	 	
Aervlonitrilf3 	 ? 	 '
*Avn . Monthly/Ma^. Daily

Continuous
1/d 24-hr, comb.- ^
n , ,, ii-,. .;. .,;••

1/w grabW*
n ti
Continuous
1/d, grab
1/w 24-hr comp

continuous

1/d 24-hr comp

1 /w grab
2/m 24-hr comp

.






T
. 	 T

^Limitations ^. ^onii-nrinq requirements are applicable to the combinpri mspfiarge rrom
Qtifefalls 001 and Oil. 	 : 	


-------
 ^0002160:  EJs. duPont de Nemours  &  Co.. Tng^ in Waynesboro, manufactures acrylic,
 aramid, nylon,  and spandex resins (SIC ,2821) and fiber  (SIC 2824).  This facility is
 in the Organic  Chemicals.  Elastics, and Synthetic Fiber Category (40 CFR 414).    '
 Internal Outfall 101 discharges effluent from the Wastewater Treatment System and  -
 InternalOutfall 201 discharges cooling tower blowdown.  These two outfalls are
 combined and discharged to the S^uth River, via Outfall  001.  Once-through cooling
 water (Outfall 007) and cooling tower blowdown (Outfall Oil) are also discharged to
 the South River. The wastewater treatment facilities are comprised of premixina.
 neutralization,  equalization, cooling, activated sludge Kith biological nitrification.
 expended aeration,  and dual media filtration.  Effluent limitations are based on BPJ
 of BCT<_ BAT, and State, water gualitv standards.  Annual static acute toxicitv tests.
 using paphnia pulex or  Daphriiaiimggna and fathead  minnow, are to be conducted to
 determine the LC50 of the effluent at Outfall  001.  Should the LC50 be less than 100%,
 additional testing  may be required. ;TMs same toxicity testing procedure is also to
 be performed during the first two years on Outfall Oil, and during the first year on
 Outfall 007.   On a  monthly basis, Outfall 001 is to be analysed for dissolved
 hexavalent chromium; total recoverable cadmium, silver, mercury, copper, and zinc;
 free cyanide;  phenol; and bis (2-ethylhexyl)  phthalatev  ,Once per  month for the first
 three months, Outfall 001 is also to: be analysed for total; thallium.   A BMP Plan must
 be submitted within six months and implemented within twelve months of the~effective
 date of the permit.
 Effective Date:   October 17,  1986
 Expiration Date:   October 17, 1991
            :  '       Final Permit
Abstract Date:  December 21, 1988
                                EFFLUENT LIMITS (FINAL)

VA0002160:   E.I.  duPont de Nemours  & Co.,  Inc.  (Page 2  of 2)

       'Pollutants         Outfall       Ayg./Max. Limits*  and
                     Monitoring
Plow : 201 :moni
Total Chromium • ; *2 8/
Tota.. Zinc • :14.0
Flow : 007 :moni
Temoerature : :31 C
EH.
: :6.5 -
Flow ; OM :moni'
See the parameters for OutfaM 001 marl
Qi:
.or on..v -1/d calcu
3.3 kg/d • :1/W 24-hr
/' 6.7 " . n • n
Lor on..v -continuou
. n
- 9-5 .i/w qra
:Or On..V -cont-innon
ced (**). .
. and Grease » : 10/15 ma/1 .--i /,., • >,~^
lated




b '



Total Chromium : s 0-43/0. 52 ka/d : ' . " 24^ comp
                                               n.-, -
Temperature : :3' C
Total
PH
Ammonia as N : jmonito
: :6.0 -
; continuous
r On..V i «l/w 54-hr nnmr,
9*5 	 ; 	 : 	 ^continuous
 *Ava. Monthlv/Max. Daily
**Limitations & monitoring trectuirements are applicable to the combined dischai
  Outfalls 001 and Oil.

-------
V&0003051*  Virginia Dyeing and Finishing Corporation of Emporia, Virginia,  is in the
Textile Mills  Category (40 CFR 410).  The facility is engaged in the dyeing  and
finishing of woven fabric (SIC 2262), 90% of which is synthetic, 10% natural fabrics
in the Woven Fabric Finishing Subcategory (24,200 Ibs/day).   In the low Water Use
Subcateqory, the facility produces 3,000 Ibs/day foam backing of drapery materials
(SIC 2295^ and fielding Hausman Fabrics, a nearby facility, contributes wastewater from
the production of 20,627  Ibs/day broad woven fabrics (SIC 2221).  Dyehouse and
slashing wastewater,  foam process washup,  air compressor and air conditioner water,_
and boiler blowdown are treated in an aerated lagoon before discharge from Outfall  001
to the Meherrin River at a rate  of  0.092 mgd.  Effluent limits at the facility are
based on BPT/BaT "effluent guidelines except pH which is water guality limited.
Bioassay tests (a  48 hour acute daphnia test, and a 96-hour fathead minnow test) are
rpqm*T*sd to be conducted semi-annually and a report shall be submitted witkLn two
months  foUowing initiation of the activity.  After two years, toxicity monitoring
reguicements may be changed.   There is no requirement for a  BMP Plan included
permit.
 Effective Date:   January 31,  1984
 Expiration Date:  January 31, 1989
Abstract Date:
  Final Permit
March 15, 1985
                                EFFLUENT LIMITS (FINAL)

 VA0003051:  Virginia Dyeing and Finishing Corporation

        Pollutants         Outfall      Avg./Max. Limits and Units
                  Monitoring

                :con1diiuous_
JjJLCW 	 	
BOD-5
COD
TSS
Sulfides
Total Phenol
Total Chromium
: : 44/88 kg/d
: : 444/887
: : 105/211 "
: :l.l/2.4 " <
: :0. 54/1.1 "
: :0. 54/1.1 "
126/252 mg/1*)
f 1273/2543 " *
f 301/604 " *
(3.2/6.8 " *
ri.5/3.2 " *
ri.5/3.2 " *
:l/m 24 hr camp
a
9
• • * .
: ;:_:' ' • ' .
• ', , - -
  PH
   Eauivalent concentrations based on 0.092 mad, but not includedin permit.

-------
  0003433:  Hercales^ Inc^  is  located in Franklin, and is in the
          ^teaoj^  40 CFR 454).   This facility processes crude talX on  it   rosin
           fa"y ^?ids b^ f^tionation, processes rosin  into a paste sizSg agent
           and produces organic peroxide (SIC 2861, 2869).  Outfall 001 discharges


SO. Sfcmmina.baaua to an equalization pond,  From .here,  it is pumped fc/nrDugn two
Jiatoliza^ion ^nks and then to an activated sludge aeration tank.  Upon leaving- the
dX^m^V?6 ^^  flows throu9h a-'-rertSSiLS^SnfiEtrfS being  '
discharged to the receiving  stream.  Waste  sludge is spray irrigated.  Effluent
                                                                    .       uen







              n91 - tef °TriiSin '«* te^ng maybe reduced to^s^S^uSb'Ssf A
               S^S ~ and+non7ri^ity P^l^tant Organics must be' conducted  during
          f or >hf ^permit.  For the first eight weeks,  weekly analyses must be
            lead n n^9 P3^6^5 at the designated detection levels:  total     :
sve:     na/fr  AL9^ n^31/^0^^16 nickel  ^^/^'  total  recoverable
silver (0.2 ug/1),  phenol (10.0 ug/1),  and total phenols (10.0 ug/1).
Effective Date;  September 16, 1985
Expiration Date:  September 16, 1990
                                                    Abstract Date:
     Final Permit
December 20, 1988
                               EFFLUENT LIMITS (FINftL)
VA0003433:  Hercules, Inc.

       Pollutants        Outfall
                                      Ava./Max.  Limits*  and Units
                                                                         Monitoring
Flow
DH .
Flow
:BOD5 :
TSS :
Total Phosphorus
DH ;
*Avg. Monthly/Max. Dailv
— r>m 	 ' 	 : 	 ' 	 ~ 	 — — 	 	 ' ' ' ; ••'
uux :monitor only •1/m
: 85 P . n
• -.-.--»!. ' ' - - ' ' »
	 — 	 -16,0-9.0 ,., .,;!•/„
002 ; monitor only • rcont
: 55 8/1050 - Ibs/d '.i/w
8245/711- " .: «
J15.5/31 ."•• . .«.
: :6.0 - 9.0 I -n
. .•• • •• .•.•••.-••• .. ~~ r~ : — ; 	 — • 	 •• 	
_^_ 	 ;._,... • ..... • •• '. .••;..
• . --. • - -. .
• . . - ; . .
- — •• 	 * — = — - ..... --.•-:
• ' • 1 . - • ' -
* - -,..=..
— 	 : 	 S 	 : 	 ; 	 ~. 	 _ 	 . - . - ... -•••--•-,
.» . - ' -
• . •

measured
immersion
grab
24-hr comp
n


-------
VA0003654:  gASE Corporation - Pib^s -ttsiaJfllr  in
fibers  acrvlic apparel spun yarns, and antistatic yarns  (SIC 2281, 2299, and
Tnil facility is Ifthe Organic Chemicals, Plastics, and Synthetic Jttfit          <40
CFR 414K  ^ree separate^ts (chemical, dye, and sanitary)  enter  the 0.65 MOD
Satment facility.  The treatment facility consists of a jsrimary. clarifies, two
                   two rotating biological contactors, and four lagoons, that are  used
                                 addition of sulfur ic acid for the precipi tatagL of
          edncTreae  wastewater is discharged via Outfall 101 to a £ufi
  n  that discharges to an unnamed tributary to Wood Creek through Outfall 001.
Onfall 002 discharges untreated non-contact cooling water to the James BuzfiE, . Sludge
           to one of the several sludge lagoons located on the property.  The sludge,
           e dewatered by gravlty.^fek that return the underflow to one of the
        .   Affluent limitafenTIre based  on m f or BCE and, BBJ (ut ilizmg a 99th



      C50 be lesf than  100%,  additional testing may , be  required.  Beginning the second
       fter permit iSuance and annually,  thereafter, a 7-day mysid chronic. t°xicity_
      must b?Srformed,  to determine  the "No Observed Effect Concentration."  A GgMS
      f SrprioStv and  non-priority pollutant organics  is required one year prior to
     ifeSatS.  The effluent  is^lso  to be analyzed for the following parameters:







 SI ?S^ames Sver to determine  if Water Quality Criteria for zinc, mercury,  ammonia,
 phthalate esters, copper, cyanide, and phenols may be exceeded.
 Effective Date:  September 30, 1986
 Expiration Date:  September 30, 1991
                                                    Abstract Date:
     Final Permit
December 20, 1988
                               EFFLUENT LIMITS (FINAL}

VA0003654:  BASF Corp. - Fibers bivisipn _

       Pollutants         qil-fnVL     ' '^,,/taav, ''
                                                          and Units
                                                                           Monitoring
  Phenol
  phthalates
  m—
  Plow
                                   i300/400  ft/100 m]
  Fecal Coliform
  ElSH
  Tenperature
  EH

-------
VA0003697:  Bafebck and Wilcox Company - Naval Nuclear Fuel Division, located in
Lynchburg, is involved in the manufacturing of nuclear reactor  cores (SIC  3443)
There is no Point Source Category for this facility.   Wast ewaters originating from
metal pickling operations in the uranium and non-uranium production areas,  sanitary
Sf-St^Si ^   V°m 1 Water- treatment Plant are discharged to the James River via
Outfall 001.  Treatment consists of neutralizing  the/acids from the picklinq
operations, followed by .clarification ,  and sanitary wastes are treated in a rackaqe
secondary treatment facility. Following treatment, all wastewaters are routed to a
hoidpi pond where they are chlorinated before being discfirged   EfSuent  I
are based .on     and State *ater_ quality standards.  Send-anSS static acute
                *   UCtedusin
               h  ,                        BUlex  (48-hr) and fathead minnows (96H
            to be determined,  and should the LC50 be  less than 100%, further toxicity



?oS?ie?e,YT ^K? the te™ination of thermit,' a compleS >^-S s?^ lot
volatile and  extractable organics at Outfall 001 must be performed to determine the
presence of priority pollutant organics  and other organicVln thTef fluent   ?he
permit  contains a reopener clause.                                   .j.u«it..  ±LK
Effective Date:  March 29, 1985
Expiration Date:  March 29, 1990
                                                                    ,     Final Permit,
                                                    Abstract Date:  December 15, 1988
                               EFFLUENT LIMITS (FINAL)

VA0003697:  Babcock and Wilcox Company - Naval Nuclear Fuel Division

       Pollutants         Outfall
Flow
TSS
BODS
Chromium (Tot;
Coooer "
Fluoride
Oil and Grease
Cadmium (Tota]
Chlorine Resic
Fecal Coliforn
PH
Cadmium (Acti^
Dissolved Hexs
Mercury (Total
Molybdenum
Antimony
Dissolved Tr: \
Beryllium
Active Lead
Nickel (Total
Total Inoraani
Thallium
Zinc (Total Re
Free Cvainide
Vanadium,
Boron
*Ava. Monthly
•""•" v"»-»-a.i.j. fwy./i«icLx. jjimins'1 anr
• ' . -
. 	 ; 001 ;mbnitor only 	 	
	 	 i 	 ;18.2/36.4 kg/rl (40/80
	 J 	 : 	 ;18.2/36.4 " (40/80
i:L> : :0.i/o.2 " rn.^/n,
: :1.0/1.5 " (2 2/3
: : 15. 0/30.0 " (33/66
; : :9.1/14 " (20/30
;? 	 5__ — ;— /0.04 ma/1
Jual : :*1.0/1 5 "
1 : : 200/400 #/100 ml
: :6.0 - 8.5
^1 	 ; 	 ; monitor only
tvalent Chromium : • "
. Recoverable) : "
. . n - - • - • • . • . - .
. n ' - - •• •
alent Arsenic : "
. n
''".'"•,'' . n ......
Recoverable) • "
c Selenium: : "
. n
soverable) : : "
•"' '-"••" . '. ' " n"" -
''tex. Daily
?_units Monitorina
• : continuous
Ibs/d) il/w 24-hr nnmp
" ) . n n
4 " J . n n
3 " ) 	 . n n
n • \ . n n
• •' .il/m 24-hr .eornp-
	 	 ;l/w arab
.-• 	 . n n .
	 continuous
. n n
. n n "-..'-,
. n n
.."'-' n ,
. n n ,
. n n
. " n
. " T
. n , n '

-------
VA0004677-  Burlington Industries, Inc.,  located in Glasgow, manufactures, dyes, arid
finishes woven and tufted carpets  (SIC 2272, 2271, 2269, 2281) and is in the Textile
Mills Category (40 CFR 410).  Wastewaters, consisting of process wastewater from   ;
carpet manufacturing  (Outfall 001), cooling  (002, 003, 005, 006, 007) and sanitary
wastes  (004) are discharged to the Maury River.  Outfall 008 is an internal ^onitopng
point.  Treatment for the industrial process wastewaters consists of screening, an
grated lagoon^ final clarification, and a polishing pond.   Sanitary wastewater is   ;
treated by screening, activated sludge, and chlorination.  Spent cooling waters are ,
discharged untreated.  Effluent limitations  are based on BPT,  the State's BPJ of BCT
and BAT guidelines. State water quality standards, and the definition of secondary
treatment for the sanitary  discharge.  Annual static  acute toxicity  tests, are to be
conducted  on  Outfall 001, using Daphnia pulex  (48-hr) and fathead minnows  (96-hr)...  An
LC50 is to be determined, and should the  LC50 be less than  100%, further toxicity
testing may be required.  Within 90 days of the permit modification  date, the
abovementioned toxicity tests are to be conducted on Outfall  007 in  an effort to
evaluate effluent toxicity.  One year before the termination of the permit, a complete
GC-MS scan is to be completed to determine the presence of priority  pollutant organics
and other  organics  in the effluent.  The permittee is required to continue  the  ongoing
       Water  Monitoring Program.                                            ,         ,,..

                                                                          Final Permit
                                                                     December 15, 1988
Effective Date:  June 4, 1985
Expiration Date:  June 4, 1990
Abstract Date:
                               EFFLUEOT LIMITS (FINAL)
VA0004677:  Burlington Industries, Inc.
                                                                          Mcaiitoring

FlOW
Sss
BODS
gVVv
cop 	 ._
Chromium (Total)
Phenols (Total)
Sulfide
pU-^*.*v"^
Zinc (Total) 	

Ammonia - N
Nitrates - N

ElQW, 	
Temoerature
Flow
r .LWtY
BOD5
Suspended Solids 	
Chlorine Residual
VI IA*""- •*•'"' *xv-^'*v4v"-'''' •
OH
Plow
r J.I-JW
Oil and Grease

*Ava. MonthlY/Maj
**No more than 12
: 001 :monitor only .. ___^ 	 	 : — -. 	 1
: : 1253/2507 kg/d
: : 707/1414 "
• :7334/14.668 n
i :5. 0/10.0 "
:5. 0/10-0 " .-.,.•:•-.
:10. 0/20.0 "
t : — /3.0 ma/:
; 	 imonitor only 	 _i
. . n •
n
t :6.5 - 9.5
002.003,005.006.007 monitor only 	 	 	 	 	 ,
: — /31 C • *••*•—, 	 - 	 - 	
; . ;6.5 - 9.5 	 	 	 • • -
	 i_004 : monitor only 	 	 ; 	
: :30/— ma/1 (4.4/— ka/d)
: :30/— " (4.4/— "
; : < 4.0 ma/1 at all tiroes ** —
: :6.5 - 9.5 	 	 	
: 008 smonitor on..y ^ 	 	 : 	
: : 30/100 ma/1 j 	 - 	
. -15/20 " 	 	 —
:6.5 - 9.5
•
Continuous
2/w 24-hr como


1/w "
" qrab
" 24-hr comp
1/m "



1/rl qrab
1/m estimate
?/m in-situ
?j/ni grab
1/d measured
1/m qrab,

1/rl

l/Tp estimate
" qrab


<. Daily • • ' ' ' ' 	 	 " 	 - 	 •."." '• " 	 •- — -
analyses per month mav be outside the range of . 1.0 - 2.0 ms/L. 	

-------
 VA0004804:   The Newport News Shipbuilding and Drydock Company,  in Newport News,  is   •,.
 involved in the building,  maintenance, and repair of ships (SIC 3731) and is in  the
 Shipbuilding and Repair Category (40 CFR 47QK  Odtfalls Q3Rf 022, 032, 037, and 044
.discharge waters from the drydocks  and shipway dewatering.  Treatment consists of
 drydock cleaning prior to flooding. Outfalls 017,  021,  031,  036, 041, and 043
 discharge waters from the drydocks  and shipway drainage, and treatment consists  of
 baffles and dams for solids removal.   There  are  trenches around the areas to avoid .
 contamination of waters from potential pollutants from  the drydock and shipway floors.
 Outfall 042 is from the oil recovery barge and  is treated  by an oil/water separator.
 Outfalls 052 and  053 consist of wastewater from  the water de ionizer,  which is
 neutralized prior to discharge.  The remaining thirty-five outfalls consist of non-
 contact cooling water,  boiler blowdown,  and  stormwater  runoff.  All outfalls empty
 into the James River.  Effluent  limitations  are  based on State  water quality
 Standards,  EPJ,  and the Guidance Document for Shipbuilding and  Repair.  Annual s_fca£i£
 acute toxicity tests, using mysid shrimp and sheepshead  minnows are required on
 Outfalls 017,  018,  021,  and 042.  An LC50 is to be determined,  and should the LC50 be
 less than 100%,  additional testing  may be required.  During the first two years, an
 instream survey of the  macrobenthos must be conducted  in the vicinity of the facility.
 The  study must be designed to quantify the bipta, as well  as elucidate density and
 diversity values  of various locations emanating from the facility. Concurrent with
 the  toxicity tests,  analysis for the following parameters must be, performed: free
 cyanide,  total phenols, and total recoverable antimony,  trivalent arsenic,  beryllium,
 cadmium, hexavalent chromium, trivalent  chromium, copper,  lead, mercury, nickel,
 selenium, silver, thallium, and  zinc.  The permit contains a reopener clause for the
 incorporation of  effluent  limitations  for tributyltin, an anti-fouling paint.  The  ,
 permittee must notify the State  prior  to applying or removing these prganotin paints.
 The permit  requires the implementation of BMPs to comply with the Water Pollution
 Control Plan.
Effective Date:  July 1, 1986
Expiration Date:  July 1, 1991                          Abstract Date:

                               EFFLUENT LIMITS  (FINAL)

VA0004804:  Newport News Shipbuilding and Drydock Co. (Page 1 of 2)

     *• Pollutants
  Final Permit
March 30, 1989
.;•"•• . - • -'•••-.-. •-••-. . <•'•.'••'.
Flow •'. - 001.003.0
Temperature
pH
Flow 002.0
Temperature
PH .-.-.••.••
Flow 004.0
Temperature -
DH
Flow 015.02
Temperature
DH
Flow 017.021.
TSS ^
Chromium (Total)
Copper •-."•'.
Zinc:---" "
Lead «
Tin
Soluble Zinc '
Soluble Tin
.0,019. 03 8. .050. 0-51 monitor only
:— 743 C
:6.0 - 9.0
9,016,023 monitor only -
:~/43 C ~\
:6.0 - 9.0
6,007,008.011.012 monitor only
:--/38 C
:6.0 - 9.0
. 029. 030 rmonitor onlv
:— 738 C
:6.0 - 9.0
31.036.041.043 monitor onlv
: - • • " •"•. - •• --
' : ":.-•' "' •.
:~/490 ua/1
:monitor only
s— 7335 ua7l
rmonitor only
n
: 1/w measured
: " I-S
: " arab
:l/q measured
•s " I-S
: " arab
: " measured
: " I-S
: " arab
:l/m estimate
: " I-S ;
: " arab
: " estimate
••:"••- 8-hr comp

. - - , , . n • n . • '
i n n
:••--..". « ' n
I " n
. n n
. B . n n
Oil and Grease : : n
	 	 ; " grab

-------
VA0004804:  The Newport News Shipbuilding and Drydock Company,  in Newport News,  is
involved in the building, maintenance, and repair of  ships (SIC 3731)  and is in  the
Shipbuilding and Repair Category (40 CFR 470).  Outfalls, 018, 022,.  032,  037,  and 044
discharge waters from the drydocks and shipway de watering.  Treatment  consists of
drydock cleaning prior to flooding.  Outfalls 017,  021,  031,  036, 041, and  043
discharge waters from the drydocks and shipway drainage, and  treatment consists  of
baffles and dams for solids removal.  There are trenches around the areas to avoid
contamination of waters from potential pollutants from the drydock  and shipway floors.
Outfall 042 is from the oil recovery barge and is treated by an oil/water separator.
Outfalls 052 and 053 consist ofwastewater from the water deionizer, which is
neutralized prior to discharge.  The remaining thirty-five outfalls consist of non-
contact cooling water, boiler blowdown, and stormwater runoff.   All outfalls empty
into the James River.  Effluent limitations are based on State  water quality
standards. BPJ. and the Gu idance Document for Shipbuilding and  Repair.  Annual static
acute toxic Ity tests , using mysid shrimp and sheepshead minnows are required on
Outfalls 017, 018, 021, and 042.  An LC50 is to be  determined,  and  should the LC50 be
less than 100%, additional testing may be required.  During the first  two years, an
         survey of the macrobenthos must be conducted in the vicinity of the facility.
.
The study must be designed to quantify the biota/ as well as elucidate density and
diversity values of various locations emanating from the facility.  Concurrent With
the toxicity tests, analysis for the following parameters must be performed:  free
cyanide, total phenols, and total recoverable antimony, trivalent arsenic,  beryllium,
cadmium, hexavalent chromium, trivalent chromium, copper, lead, mercury, nickel,
selenium, silver, thallium, and zinc.  The permit contains a reopener clause  for the
incorporation of effluent limitations for tributyltin, an anti-fouling paint. The
permittee must notify the State prior to applying or removing  these organot. in paints.
The permit requires the implementation of BMPs to comply with  the Water Pollution
Control Plan.
Effective Date:  July 1, 1986
Expiration Date:  July 1, 1991
Abstract Date:
  Final Permit
March 30, 1989
                               EFFLUENT LIMITS  (FINAL)
VA0004804:  Newport News Shipbuilding and Drydock Co.  (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                  Monitoring

Nickel (Total)
Tributvltin
t>H
IT*'
Flow


Flow
Temnerature
Oil and Grease
oH
Plow
Temperature
OH





. .
017.021. 031. 036. 041. 043 monitor only
• • " ,
• :6.0 - 9.0
018.022,032.037.044 These outfalls must meet
: :BMPs outlined in the Water Pollution
: iControl Plan.
: 042 :monitor only
-. :— 740 C
: :— 715 ma/1
s :6.0 - 9.0
: 048, 049 :monitor only
: :— 743 C
: :6.0 - 9.0





—
i/m
see
1/m
___


1/m
n
n
n
. n
n







8— hr comp
narrative)
grab



estimate
' 'I-S
grab
" .
estimate
I-S
grab






-------
 1510005215:  The Norfolk Naval Shipyard, in Portsmouth,  is  the oldest and largest Naval
 shipyard in the United States and the primary mission of the  shipyard is to provide
 logistic support for assigned ships, service craft, perform construction, conversion,
 overhaul, repair, alteration, dry docking,  and outfitting  ships and craft (SIC 3731,
 9711).   The facility is in the  Shipbuilding and Repair  Category (40 CFR 470).'  There
 is a steam electric power generating station (SIC 4911)  which falls under  the Steam
 Electric Power  Generating Category (40 CFR 423).   Outfall:-001 (1.4 MGD)  is for  the  #56
 storm sewer and includes the once-through power plant condenser  cooling (internal
 monitoring point 201).  Effluent limitations for this outfall are based  on the
 categorical effluent guidelines for low volume wastes and cooling water  discharges
 from steam electric power plants.   The remaining outfalls  are described as follows:
 003, 005, 006 -drainage sumps for  drydocks  2,  4, and 8, respectively;  007, 008,  010,
 021, 022 - storm sewers; 020..- industrial waste treatment  plant effluent; 023,  024  -
 oil/water separator; 100 - storm sewer discharges.  The Industrial Waste Treatment
 Plant consists of an inline mixer,  reaction tank, dissolved air  flotation (DAF). DAF
 §eum removal system, pH ad.-iustment tank, thickener tank, and sludge  filter.  .Effluent
 limitations are based on State water.quality standards and  wasteload  allocations.
 except for Outfall  020,  which is based  on BPT/BAT effluent  guidelines from the Metal
 Finishing Category (40 CFR 433). Outfalls 023 and 024 discharge to Paradise Creek and
 the remaining outfalls discharge to the Southern:'Br anch of  the Elizabeth River.  A BMP
 Plan, is to be developed within 6 months and implemented no  later than one year from
 the effective date of the permit..  The  permittee is .'required to submit a plan for a;
 m~"*'-"- Monitoring Program within 180 days of the effective date  of the permit.
 Effective Date:   October 11, 1985     ':,„,  ^ -,L •• ^ • J^:" •.'''*'.." \V ^           Final Permit
 Expiration Date:   October 11, 1990           ; ;,' y      Abstract Date:  March 30, 1989
                 ; •   .           ,'   "    •    -"•,'"''   -'•         '      " • -  i       -...£-••
           .-',_..    .   ,   .,„     EFFLUENT LIMITS  (FINAL)     ,    >.,-'* •    r       ,.-•,

 VA0005215:  Norfolk  Naval Shipyard (Page ,1 of 2)      I                :   '    *    .x

       Pollutants       ...... Outfall      Avg./Max. Limits and Units  :     ^Monitoring
 ———                    *         *       -         -  '              ..;••'.         ' -'
 Flow  	              i   001   monitor  only	                ; 1/w estimate
 Temperature              ;         :35/43 C   	:_'.„ ' ..•-..:..- •	    . "     j_s ,..,-
 PH       	     :         .;6.0 - 9.0                           / .i/m   arab
 Flow	003.005.006imonitor  onlv                         il/m recorded
 Total Organic Carbon    •	;     "          /                    . "     arab
 Oil  and Grease	;.••..   ;     "                               ; "       "
 Fecal Coliform	,	;	;.     " ..-/-     ...-.-.	  . n       n
 Cadmium  (TotaD	:	 ;         ;—/100  ug/1   :          .            . "   24-hr como
 Chromium   "	     :         ;—/1QO ?   "                           . «       "
 Copper     "             ;         .—/335    "               	. "	«
 Mercury    "             ;         .—/2      "  '•••.-".	      . y  ,     n
 Zinc      "	;   	;— /765    "     	           . "       "
 Lead      "             •         J--/100    "                           '. «       n
 Nickel     "	    ;	;monitor only       	          . "       "
 Hexavalent Chromium      ;	;     "	   .	.,_»_	n
 Dissolved  Tributvltin Oxide      •     "  (permittee must develop      •	'
 —	_	'.	  :  	  ;     analytical protocol)	        •	
 ^	=	—		:         ;6.Q  - 9.0    	               :l/m    grab
 Flow	          ;   007   ;monitor only .     \.      	  ;l/m estimate
 Fecal Coliform'           ;	;     "  	..  .  , '	   .  n     grab

 SSh5^JT?t-a1)	-*-	  •   •••"           	      •--...-	1"  24-hr pomp
Cup
Nip
3er " : : » . n
eel " - : i rt
n
— n — •—
SS	;	:6.0 - 9.0	.          	;  "    grab

-------
                               EFFLUENT LIMITS (FINAL)




WI005215:  Norfolk Naval Shipyard  (Page 2 of 2)
                                                                           Monitoring
^ruxj.uucun,s
PlQtf 	
Temoerature
Conner f Total)
Rexavalent Chromium
f!vaniele» ( Total)
taH
fJarlmitim (Total)
pisg 	
^pffswstaEe
Coooer f Total)
Nickel "
Zinc "
Chromium "
Cyanide " 	
Cyanide (Amenable)
He>xavalent Chromium
Cadmium (Total)

Oil and Grease
Tron (Total)
Lead " 	
Jfethvlene Blue Active
Nitrate 	
Phosphorus (Total)
Total Toxic Organ ics^
r»H
Flow
Temperature 	 	
Plow
fr •V"'"
Oil and Grease

pH 	 _
Plow
£ J.\J\H
Oil and Grease 	
T>H
Jyr
-------
 VA0005291:   The Allied Corporation, in Hopewell, produces caprolacfcam from phenol,
 with by-product production of adipic acid and ammonium sulfate;  methylethyl ketoxime
 via reaction of methylethyl ketone with hydroxylamine; sulfuric acid (oleum) by
 contact process; specialty oximes (methylthioisobutyraldehyde oxime, aldicarb oxime,
 hydroxylamine sulf ate, acetaldehyde oxime) by oximation,  chlorination,  and
 thiomethylation process; liquid carbon dioxide  by refrigeration  and  compression by
 Airco,  Inc.; Cyclohexanol, and cyclohexanone from phenol; steam; hydroxylamine, ammonia
 synthesis gas,  and carbon dioxide;  cobalt catalyst; terminal  operation  for Uran
 fertilizer solutions,  and manufacture of ammonical fertilizer solutions and SURAN
 fertilizer solution.   Site operations also include the purification  of  phenol and
 caprolactam (SIC 2869, 2819,  2873,  and 4961).   This facility  is  in the  Organic
 Chemicals,  Plastics,  and Synthetic Fiber Category '(40. CFR 414),  the  Inorganic
 Chemicals Category (40 CFR 415),  and the Fertilizer Manufacturing CatggnVy (an CFR
 tl\•,.?*oce?? wastewaters are conveyed to the Hopewell Regional Wastewater Treatment
 ff!0**1*??  *j£le-the remaining wastewaters are discharged untreated to Gravelly"Run~~:
 (Outfalls 001 and 002) and Povthress Bun,  (Outfall 003).  The following  is  a
 description of  the outfalls: 001 -  once-through cooling water, stormwater, and
 internal outfalls 101, 201, and 301; 002 - once-through cooling water and stormwater;
 003 -once-through cooling water, and internal  outfall 103.   Internal outfall 101
 consists of contact cooling water from iammonium sulfate manufacturing;  201 and 301
 convey  stormwater from fuel oil storage containment .dikes; and 103 consists of cooling
 tower blowdown from the Kellogg Plant.  Effluent limitations  are based  on  BPJ Of BPT.
 BC^ BAT and State water quality standards.  An annual chronic 7-day life cycle
 toxicity test,  using Ceriodaphnia sp. or a 21-day DapJboia. life cycle test is  to be
 conducted on Outfalls  001, 002, and 003 to determine  the  "No Observed Effect
 Concentration"  (NOEC)  for survival,  growth, and reproduction.   Should a toxicity test
 result  in a NOEC of less than 100%  effluent, the next toxicity test  for that outfall
 shall include sampling for the following: beryllium, total recoverable cadmium, total
 chromium,  total recoverable copper, total  recoverable lead, phenol, total recoverable
 nickel,  total recoverable  silver, thallium, total recoverable zinc,  free cyanide,
 total recoverable mercury, and volatile and extractable priority pollutant organics
 and non-priority pollutant organics.       ,
Effective Date:  December 1, 1986 ,
Expiration Date:  December 1, 1991
                                                Final Permit
                           Abstract Date:  December 15, 1988
                         ,      EFFLUENT LIMITS(FINAL)

VA0005291:  Allied Corporation (Page 1 of 2)
       Pollutants
Outfall
Ava./Max. Limits* and Units
                                                                          Monitoring
.• , : , ""-••.
Flow •:.... 001
Total Organic Carbon 'Net) :
Total Residual Chlorine :
Phenols (Total :
Toluene •
Ethvlbenzene :
Tetrachloroethvlene :
Trichloroethy_.ene :
Cvanide (Total' :
Benzene :
Lead (Total) ••..-..
Nickel (Tota:.) ..:......
Temperature :
pH .;•-..-


*Ayg. Monthly/Max. Daily

.monitor only icontinuou
— /1Q ma/1 --.-; :l/d 24-hr
monitor only .i/m «
n • 	 ~ 	 : 	 — — r— 	 V 	 JT
: " In n
•» . n n
" . n n
-•"••-. ' .-• •••-••-, ..' . In n

•-•"•- ' " 24 hr
" . I ' n n
• " :continuom
6.0 - 9.0 . «




















-------
                                EFFLUENT LIMITS (FINAL)
VA0005291:  Allied Corporation (Page 2 of 2),
                                        Aver./Max. Limits* and Units
Monitoring

Plow
Ammonia as N
Plow
Oil and Greas
*•/*•«• VUiV VJlVri^
Plow
S: Avrr 	
Total Organic
Total Residua
xv-n-qx J\^JA\^V*"
Nickel (Total
IIJ.VIS^.1, \ AVVMJ,
Chloroform
Tetrachloroet
,tci,i.q\y JJJS/Q — i — t 	
	 	 • 	 • 1.0/1.0 ma/1 	 	 	 i 	
Pollutants ; tmonitor only ** 	 _ 	 ^l/£
chromium and zinc) 	 : 	 — _U 	 	 	 	 « 	
[ 24-hr comp


*Avg. Monti
**Limitatioi
Pollutant!
pollutant!
•llY/Ma^. Daily — 	 : 	 — 	 —- 	 	 —
ic; and monitoring requirements may be removed for the 126 Priority 	
= . inrOnrlina zinc and .chromium, if the permittee certifies jthal
'-. none or
- are contained in chemicals added for cooli"q fnwer maintenance.

-------
                        Corporation, ,ln • Chesterfield, manufactures synthetic resins and
                  (Nylon 6; SIC 2821, 2824) and is in the Oceanic f Chemicals.
     aznttetML Elber. Category  (40 CFR  414).
                    .                      .   Outfall 001                     cco
 water, stormwater,  and excess distillation column overheads and overheads from steam
 evaporators  (from  internal outfall 101).   Outfall 002 discharges non-contact cooliS
 water, stormwater,  treated sanitary wastewater (from internal outfall 102),  and
 contact cooling water (from internal outfall 202).   Outfalls '001 and  002 empty into
 the Oajneg. jiygr.  Sanitary wastewater is  held in  a stabilization pnn^ ^ iJ
 chl°rinated.   h6 remainin9 Process  wastewaters go untreated,  are^ollected  and  land

            ^^^r a>°?Sent *^ Ord*r'   EfflUSnt  l^atiS1r?basifon


                       ^

                            !StLg^^
 plan withirv six months and implement it within twelve months of the effective Ste
                                                                '
                                                             •     '         Final Permit
                                                      Abstract Date:   December 19,  1988
 Effective Date:  September 30, 1986
 Expiration Date:  September 30, 1991
                                EFFLUENT LIMITS (FINAL)          ;. '     -,....'•   •   ...-..•..'"

 VA0005312:   Allied Corporation                                                       '

        Pollutants    :     Outfall      Ava./Max.  Limits* and:rinit-s        Monitbrina^
 Flow
                         : 001,002  monitor only
                                                                            it
                  son (Net)
Total Organ
Total Residual Chlorine
Temperature
;5.0/10.0   ma/1
                                    -70.35
                                       F fool)    ion F
               ;l/d 24-hr comp
               t  "    orab
Ammonia - N
Phosphorus
                                   onitor only
                                            4-
Benzene	
1,1,1-Trichloroethane
Tetrachloroethyle
PH
                                  ;6.0  - 9.0
                                                                        Li/d.
                                    onitor  only
                                                                       j.l/w 24-hr comp
1,1,1-Tr ichloroethane
Tetrachloroethylene
                                                                       Ll/j
Benzene
Flow
                                  ;monitor only
BOD
                                  :45/6'
                                          mgA
                                                                       il/d 24-
                                  i60/90
Total Residual
ES	    .
                 lor me
                                  jiunimum of
                 ma/1
**
                                 ;6.0 - 9.
     . Monthly/Max. Daily
  :Any two consecutive ^results < 1.0 ma/1 are .to be report-ed immediate^
                                                                          Nc
  14 of all total residual chlorine analyses shall
                                                              th
                                       >f 1.0
  1.5 ma/1 foi
                  calendar year

-------
VA0026557:  Park 500 Division of PhJIJP Morris. Inc.,   located in Chester, Virginia,;
is engaged in the reclamation of tobacco steins and scrap for use in cigarette _
manufacture, where dry tobacco  scrap is cut and pulped in a water slurry and liquor is
pressed out.  The resultant tobacco stock  is  refined and  made into sheets  similar,to
paper and the sheets are dried, shredded, and packed for use in cigarettes
manufactured at other  locations (SIC 2141).   The facility has one discharge to the  •
James River, which consists of  2.2 mgd process wastewater which discharges from
Outfall 001.  The pretreatment system consists of a bar rack, grit chamber, goarse,
screen and aeration basin and treatment is by primary and secondary clarification,
chlorinatioa and gravity filtration. Sludge is dumped to a thickening tank and treated
by chemical addition and belt filter presses  or vacuum filters for dewatering.  There
is no effluent guideline category  applicable  to this facility, so effluent limitations
on TSS and BCD are based on BPJ.  Limits on pH and total residual chlorine are based
on water quality standards.  Limitations and monitoring for TKN and ammonia have been
deleted because nutrient monitoring is now being accomplished pursuant to special^
studies of the James River.  A two-part Toxics Monitoring Program is to be initiated
by the permittee in an effort to evaluate effluent  toxicity.  Annual ehromfi. toxicity
tests are to be conducted on Outfall 001 using the fathead minnow Larval and Growth
Test and the ceriodaphnia  Survival and Reproduction Test.  From these results, the m
ffrggrvgj Effect concentration (NOEC) will be determined.   Monthly grab samples from
Outfall 001 are to be  analyzed  for chloroform and dichlorobrompmethane.  Should the
results of tests indicate that  toxic amounts  or bioaccumulative pollutants are being
discharged, the permittee  must  submit a toxicitv control plan and 3 implementation
schedule  within 90 days.                              .
 Effective Date:   August 31,  1987
 Expiration Date:   August 31, 1992
Abstract Date:
   Final Permit
October 5, 1988
                                EFFLUENT LIMITS (FINAL)


 VA0026557:  Park 500 Division of Philip Morris, Inc.

                                       Axrg./Ma*. Limits* and
                   Monitoring
,f O-LiUT-aJTCO V1-11--1-01-*-"1- *nw^«* *.n,uf»» ^^-»M*.>— ^ — »T- TT-L^— ^
i ow 	 ; 001 ; report 	 : 	 • ••• -:- 	 —*.
if£.5 . -273/545 ka/d (32.7/65.3 ma/1**):
~jF 	 . -205/409 " (24.6/49.0 " **li
hlorine, TotaL-Residi.^; tl.5 - 2.5*** mg/1 	 1
„ . ;Ktn 9.0 :
i 	 « 1% 'SWC (1% effluent) :
. : 	 _ 	 1
* Monthly Average/Daily Maximum 	 . 	 	 	 . 	 — — «
**T^i1ivalPni- concentrations based on 2.2 mad flow, but not included m
**No more than 12 analyses can be outside tne range of 1.5 - 2.5 roa/1^.
calendarjionth; any single test result not within range of 1.0 - 4.0
nMst be Deported immediately f no single analysis shall exceed 4.0 ma/

•S/y 24 hr comP
" arab
" grab

•.
the permit.
n one
rlf

-------
 VAQQ5Q822:   J.P. Stevens and  Company.  Inc.,  in Drakes Branch,  produces »cotton yarn and
 weaves cotton blend towels (SIC 2211), and is in the Textile Mill Category (40 CFR
 410,  Subparts C & D).  Wastewaters consisting of cooling water, boiler blowdown,
 cooling tower blowdown, slasher wastewater, sand filter backwash, and sanitary
 wastewater are discharged to an unnamed  tributary  of Twitty's Creek through Outfall
 001.  Sanitary and slasher area wastewater receive  treatment from an Imhoff tank,  a
 trickling filter,  a final  clarifier.  and chlorine contact.   The remaining wastewater
 is treated by primary clarification,  flow equalization, and chlorination.   All the
 wastestreams are combined into a single  discharge  at the chlorine contact tank.
 Effluent limitations are in eonformance  with the Roanoke River Basin  303(e) Plan.
 Annual  static acute toxicity tests are to be conducted, using Daphniapulex (48-hr)
 and fathead minnows (96-hr).  An IXZ50  is  to be determined,  and should the LC50 be  less
 than  100%,  further toxicity testing may be required.
 Effective Date:   June 30,  1986
 Expiration Date:   June 30,  1991
                             Abstract Date:
                            Final Permit
                       December 15 >•-.19.88
                    ,    .        EFFLUENT LIMITS (FINAL)

VA0050822:  J.P.  Stevens and Company,  Inc.        *

       Pollutants        Outfall       Avg./Max. Limits*  and Units
                                                  Monitoring
Flow
;  001   ;monitor only
                          continuous
TSS.
         ;12.7/25.4   ka/d   (28/56  lbs/d)     ;l/w 24-hr comp
         _ C A /T *"\ rt     II     / T A /f\f\    it  -\       ••      '••
BOD5
         ;6.4/12.8
       (14/28
                                  = 25.4/50.. 8
                             (56/112
Total Residual Chlorine  ;
         ;—/0.13
ma/1
     **
;l/d   grab
Dissolved Oxygen
         ; 6.0  mg/1   (Daily minimum)
EH_
         ;6.0 - 9.0
Copper  (Total Recoverable)
Zinc             "      :
         ;monitor only (Detection Limit 5 ug/1);l/m 24-hr comp
         ;      "       (Detection Limit 50 ug/1)   "
Cyanide  (Total) *.**
                     ^Detection Limit 5 ug/1)  ;  "
  *Avg. Monthlv/Max. Daily
 **
   All analyses taken prior to dechlorination and after chlorine contact time shall
   be greater than or equal to 1.0 mg/1 and monitored 1/d bv grab sample.
***if the monthly average of the effluent values for the first year does not exceed
   30 ug/1, the monthly monitoring for this parameter may be deleted.

-------
WA0000078: The Longview Fiber Company,  in Longview, produces about 2530 tons/day of
kraft pulp, paper, and paperboard (SIC 2611,  2621,  2631,  2643,  2653);  90% of which is
unbleached kraft and 10% bleached kraft.  The facility is in the Pulp, Paper.,,,  and
Paperboard Category (40 CFR 430)  and discharges 53  MGD of noncontact cooling water,
boiler blowdown, process wastewater, and sanitary wastewater to the Columbia River via
Outfall 001.  Outfall 002  is the North Stormwater sump.  Wastewater treatment  consists
of primary clarification, activated sludae. and secondary clarification.  Waste sludge
is incinerated.  Effluent limitations are based on BCT effluent guidelines and proven.
treatment  system capabilities.  Quarterly 96-hr acute toxicTity tests, using a
salmonid, must show  a survival rate of  at least 80% in, 65% effluent.  If the survival
rate is lower than 80%, the testing frequency may be increased.  The permittee must  "
submit a complete update of the SPCC Plan on a yearly basis.  Raw materials and
process wastestreams are  to be tested to determine the source and/or generation of the
following  pollutants:  001 - chloroform,  carbon tetrachloride, and  1,1,1-
trichloroethane; 002 -carbon tetrachloride, and 1,1,1-trichloroethane.   ,
Effective Date:  September 30, 1986
Expiration Date:  September 30, 1991
                   Abstract Date;
Final Permit
May 22, 1989
                               EFFLUENT LIMITS  (FINAL)
WA0000078:  Longview Fiber Company

       Pollutants
Ava./Max. Limits* and Units
Monitoring
• - •>, •• • : J
Flow : 001
BODS :
TSS :
pH :
Temoerature :
Production :
SEWAGE TREATMENT PLANT (prior to
Flow 	 •
BCD5 :
TSS :
Chlorine Residual :
Fecal Coliform :
oH :
Oil and Grease :

pH :
THERMAL DISCHARGE LIMITATION
	 No^measurable_increase (0.
tmonitor only
: 9000/36. 800 Ib/d
: 35. 600/70. '200 " .
:5.4 - 9.0
: monitor only
•
-iunction with 001 effluent)
tmonitor only
: 3 8/90 Ib/d (30/45 mg/1)
: 3 8/90 " (30/45 " )
irange of 0.1 - 5.0 mg/1
: 200/400 #/100 ml
•6.0 - 9.0
: 10/30 mg/1 (Until 10/01/87)
•10/15 " (After 10/01/87)
i6.0 - 9.0
.

Continuous
1/d 24-hr comn
n n ,
continuous
•-.''•" , ': .,
1/d

continuous
1/m grab
n n
5/w
1/m
1/d
1/w
n n


3 C) shall be permitted which results in a water
 	temperature exceeding 20 C.  nor  an increase  arising  from the discharge  in excess
 	of "tnt  where "t" ~ (34/T  + 9) and T - resulting water  temperature.   .	__—
 	j_	;    	.	• • . '	;	
 *Avg. Daily/Max. Daily	_	.—	——

-------
Wa0000230«  Pendleton Woolen Mills, in Washougal, is in the Wool Finishing Subcafceaorv
of the Textile Mills Category and produces 19,500 Ibs/day  of wool fiber.  Wool fiber
processing  includes  such operations as dyeing,  mixing,  barding,  spinning, weaving, and
finishing  (SIC 2231).  Outfall 001 discharges 0.8103 mgd of process wastewater and
boiler blowdown to the Columbia River after treatment in an activated sludge system
and clarification.  Waste activated sludge is screened  and land  irrigated and sanitary
wastes are routed  to the Washougal Sanitary Treatment Plant via Outfall 003 and
Outfalls 004, 005, and 006 discharge untreated  air conditioning  cpndensate  and
stormwater runoff to an unnamed tributarv to'-Gibbons Greek.  Effluent limitations are
based on the effluent guidelines.  Acute 96-hrtoxicity tests, with salmonids, are
required on a monthly basis  for one year and seml-annually, thereafter, at  Outfall
001.  Mortality must not exceed 20% in 100% effluent.  Should mortality exceed 20% > a
retest must be performed, concurrent chemical analyses  must be done, and the permittee
must  investigate for any unusual conditions that may cause toxicity.  In year three of
the permit, a chronic toxicity jfeest.must be performed.:  The permit contains a reopener
clause..                •  "  .  '  '  -..."", .'.  ,        '" .   ,"   '   .   ..'-,''-.''•
Effective Date:  June 30, 1985
Expiration Date:  June 30, 1990
                                                                   .     ,  Final Permit
                                                           Abstract Pate:  May 8, 1989
                               EFFLUENT LIMITS  (FINAL)

WA0000230:  Pendleton Woolen Mills
       Pollutants
                          Outfall
                                       Avg./Max. Limits* and Units
                                                                          Monitoring
Flow
                           001
                                  : 1.0/1. 25  MGD
                                                                        : 1/d  metered
BCO_
                                  •194/387   Ibs.
                                                                        !1/w 24-hr comp
COD
                                  :1408/2817
                                                                        2/w
TSg_
                                  •304/60-8
Total Chromium
Phenol
                                 ;1.2/2.4
                                 ;1.2/2.4
Sulfide
                                 :2. 4/4.8
pIL
                                 ;6.0 - 9.0
                                                                       scontiriuous
Oil and Grease
                                 :10/15   ma/1
                                                                       :l/w 24—hr como
Temperature
                                 :21/—  C
                                                                        :2/w   grab
Acute Toxicitv
                                 VMoftalitv < 20% in 100% effluent
                                                                        il/m 24-hr comp
                                                                        ;2/y
Priority Pollutants
                                 :monitor onlv
Temperature
                           004   ;—/18  C
                                                                        :l/m   grab
Unionized Ammonia
                                 ;0.016/0.032   mg/1
Zinc (Total Recoverable);
                                 •0.05/0.1
Oil and Grease
                                 s'no visible sheen
                                                                       ;l/d  visual
pEL
                                 ;6.0 - 9.0
                                                                        :l/w   grab
Oil and Grease
                        ;005.006' ;'no visible sheen (monitor Oct. - Mar.) 1/m  visual
pH_
                                 s'6.0 - 9.0    (monitor Oct. - March)
                                                                              grgb
 *Dailv Avg. /Daily Max.

-------
WA0000264: Boise Cascade Corporation operates two mills at its facility in Vancouver.
Mill A is a nonintegrated fine paper mill  (SIC 2621), which utilizes purchased pulp
deinked secondary fiber to produce an average of 310 tpd of paper,  with about 25 tpd
of deinked secondary fiber used in that production.   Production  at  Mill B  is at  305
tpd, with about 55 tpd of deinked secondary fiber used in that production.   Both mills
have outfalls designated 001, which discharge to  the Columbia River.  Wastewater
treatment consists of recycling, screening, and clarification.  Recovered  solids are
filtered, pressed, and hauled to a landfill.  Sanitary wastes are diverted to the
municipal treatment plant.   Effluent limitations are based on BAT/BCT effluent      ^
guidelines for the Pulp, Paper, and Paperboard Category (40 CFR 430).   Semi-annual  96-
hjc acute toxicity tests, using salmonids in 65% effluent, are required. Survival must
be 100%.  A change in processes or effluent composition requires testing for three
consecutive months before reverting to a semi-annual frequency.  The mixing zone
boundaries are defined as one foot below the surface, one foot above the bottom, 300
feet from the centerline of  the d iff user, and the area between 500 feet and 900  feet
from the north bank of the Columbia River.  All process wastewater  must be studied  for
the presence of PCB-1242.  If the EPA does not finalize a limitation for PCB--1242
within 270 days of permit issuance, the permit will be reopened  and modified based  on
the data from the study.  A SPCC Plan is to be updated and submitted for approval
within six months of permit  issuance.
Effective Date:  June 25, 1984
Expiration Date:  June 25, 1989
Abstract Date:
Final Permit
May 23, 1989
                               EFFLUENT LIMITS.(FINAL)
WA0000264:  Boise Cascade Corporation

       Pollutants         Outfall      Avg./taax. Limits* and Units
                Monitoring
MILL A
Plpw
Temoerature
Production
BCD5
TSS
nH

MILL B
Plow
Temperature 	
Production
BOD5
TSS
t>H

Temoerature







. . . . - •• '
: 001 tmonitor only
"
«'.'•' -. . '
: : 2900/5600 Ub/d
• :4000/7500 "
• :5.0 - 9.0 '
.
. - . '" '
: " :monitor only

• • - • •:-.',
• :3600/7000 Ib/d
: :5000/9350 "
• :5.0 - 9.0
. . •:'.'.
Receiving Stream Not to exceed 20 C
. . . . -
. . '•"-.,'
•
. . '-••.-.
•',.••'- , , • '• -
• , . ,
: s . , . -.......:...

Continuous
n
daily average
3/w 24-hr comn

continuous


continuous
"
daily average
3/w 24^hr comp

continuous





•,..-



 *Avo. Dailv/Max.  Daily

-------
 WM000281:  Kalama Chemical Inc. in Kalama, Washington, manufactures organic chemicals
 based on the air oxidation of toluene (SIC 2865).  the facility is in the Organic
 Qiemicals and Plastics and Synthetics Category (40 CFR 414) and average daily
 production is as follows:  benzaldehyde -25,000 Ibs; benzoic acid (industrial and
 technical) - 300,000  Ibs and 70,000 Ibs;  benzyl alcohol - 1$,000" Ibs; K-flex
 plasticizers - 30,000 Ibs; nonyl phenol - 50,000 Ibs; and phenol - 130,000 IbsV
 Discharge to the Columbia River consists of noncontact cooling itfat-^-f^niit-fai-i
 process wastewater: and stormwater runoff froiti process areas (Outfall 002), and
 stormwater runoff from npnprocess areas  (Outfall 003).  At Outfall 002,  daily flow  '
 rates vary from 25,000 to 120,000  gpd.Approximately 10% of total wastewater flow
 undergoes anaerobic treatment before being channeled to an actrvated sludge treatment
 plant.   The treated effluent combines with up to 20 million gallons of noncontact
 cooling water before discharge.   Effluent limits at Outfall 001 are based on  water
 quality standards.  Limitations  at Outfall 002 are based on proposed BflT/BCT effSIent ''•
 guidelines in the Goddation Subcategory (low water use)  except ammonia and total
 phosphorus where limits were added by BP J because these parameters add to the    <•
 eutrophication of the receiving  stream.  Since effluent  limits werei riot being achieved
 at the time of permit issuance,  a  schedule of compliance requires compliance  with all>
 limits no later than January 1,  1986.  A single static; salmoriid bioassay where 80% pf
 greater survival is considered passing is required, arid  based on the results  of theV
 test,  final biomonitoring requirements will be established.  A solid waste management
 plan addressing the problem of sludge disposal is required,  and a groundwater.
 monitoring program is required by May 1, 1985 to ensure early detection of grbundwater
 contamination.   '.'•• .'  *   ..••-•-•-..---.-•-•  •••-..•• ,  •.-•:.••.-- ••::•:, ..,.-••><.-,.,  ';•-•-; •-  -    ••-,  :;
Effective Date:  March 1,  1985
Expiration  Dates   March 1, 1990
Abstract Date:
  Final Permit
April 30, 1985
                                EFFLUENT LIMITS (FINAL)
WA0000281:  Kalama "Chemical Inc.  (Page 1 of  2)
Pollutants Outfall Avg.
Flow
Temperature
pH
Flow
BOD-5 ':
COD
TSS ,
pH -.-..-.- . ••-. - - -
Ammonia (as N)
Total Phosphorus
Cyanide
Total Phenols
Phenol
2,4, 6-Trichlorophenol
2-Chlorophenol
2 , 4-Dichlorophenol
2 , 4-Dimethylphenol
2-Nitrophenol
001 : 18/20
:--/30 C*
:6.0 - 9.0
002** : 0.12/0. 15
:58/146
•report
: 120/353
:6.0 - 9.0
: 30/50
:5/8
:180/410
:report
:— /50
: 100/175
: 50/75
: 100/200
: — /50
: 75/100
4-Nitrophenol : : 325/500
2,4-Danitrophenol , : :100/150
/fcfcx. laMts arid Units V Me
nicpd :cont
- - - ; ' ' ••;..'•;• •'••-.- .••.'.
• ../ '- - . • : i • "
mgd :
mg/1 :l/d
' ' . -•-•.• '.-. : ••,'.:• ' . - - - , II '
mg/1 -.--.-••-. ... „
'•'••:-;-.-.. ."••. • , ' .--•"• n '
mg/1 :i/w
••,>.:•-. ' ' ' . »
ug/1 :4/m
-•;- ; :l/d
ug/1 • "
:4/m.
' - - „-- .; m II
••.-•".-•• :;- •'• ' :.••:"
; ,, - - -.'•-- -;.-
• • -'- . -. '•----••'• .•••: ••:.'/ ::
- - - ;. .-.••; - . > ; ••: •'.-••.-•
- . • . • "• • - • ,». • • • •"" ,
aaitoring
iinuous

it - • -
n




24 hr "'comp
• ,•- - . ' II --.,-'-•,.,
II ••'•'• .
grab


24 hr comp

'cdrap
'... : » - -
grab
n
n
n
H
n
•• -
ti




.





Pentachlorophenol : :50/100 . ••
 *Temperature of Columbia River shall not exceed 20  C; temperature increase above
  ambient shall not exceed 0.30  G.  River monitoring is reguired.
**Monitorjng frequency for priority pollutants at Outfall 002
         be reduced to twice
  per year after a review of the first 3 months of data.  During the first 3 months

-------
                                 EFFLUENT /LIMITS - (FINMj)

V3A0000281:  Kalama Chemical Inc.  (Page 2 of 2)        •
Pollutants
Flow
Acenaphthene 	
1 , 2 , 4-Trichloroben2ene
1,2-Dichlorobenzene
Isophorone 	
Bis ( 2-^thvlhexyl)Phtha,
Di~n~butyl Phthalate
Diethyl Phthalate

.SeenatSithylene
Outfall ' Avg./Max. Limits and Units Monitoring
: 002** (continued) '
: :W50 ug/1-, ; :4/m grab
: : 125/225. ". » : ; "•'" .:•• s " "
: :125/250 " , ...v ' . ' r. : ", •.-•".
: :— /50 " ' " "
late :150/350 ' " : ' ".-•£ /"
: :150/300 " . •' " "
: :125/275 " ;.-. - ' ' •'» - "
-. • ;175/375 " ' , . 8 "
: j— /50 .•-". " • '-* "
Fluorelie * J'—/50 " ' ? "

Benzene
Carbon Tetrachloride
1 , 2-Dichloroethane
1 , 1 , l~Trichloroethane
1 , l-Dichloroethane
1,1, 2-Trichloroethane
Chloroethane
Chloroform
1 , l~Dichloroethylene
Ethylbenzene 	
Methylene Chloride
Msthyl Chloride
Methyl Bromide 	
Dictoorobromomethane
Toluene
Trichloroethylene
Antimony
Cadmium
Chromium
Lead
M^r^ry 	 ____
Copper
Zinc
Flow
TSS
Oil and Gcease
pH
BOD-5
COD
Fecal Colif orm
Phenol
Total Phenols
Copper 	
- s • .-- t— 750 " "•'-, ••-• ---.. i "
: :75/125 " : s "
. ;— 750 " ••»• • ' • - « "• "
: :100/150 "- ' •' ' "
: :—/50 " ...-.'•-.-•;•• : " "
: :125/225 " - '• " "
": ' :50/75 " - •-*••- •••' ' • : " "
: :— 750 " s " "
s :50/75 " • "
: :75/125 " ••-.;• *.'V.
: ; :150/275 " • : "
: :— /50 ug/1 :4/m grab
: :— 750 " '• v- . : "
. :— 750 " : "
: : — /50 " ..-.•:•" "
: : 125/225 " ...»
: :50/75 " . . :"
: : 370/780 .... . " • "
: :40/70 " 	 : " "
: • :90/190 " - .-..••.;.'. • " " --
: :40/70 " : .." . - . : " "
: :50/90 " , s " "
: :70/150 .. : "
: :100/210 :.", , ' "
: 003 treport :l/d estimate
: :— 750 mg/1 :2/m grab
• : — /15 ."''.- • . - - :-",••• 	 -.„....,,„
: :6.0 - 9.0 : "
. : — 745 mg/1 :
: treport :
• • " *•*=;,• .'-..-.-.. w. . , ,
: t— /SO ug/1 . s "- "
: :report •
: :— /ISO ug/1 - s "
    X AJI ULUWJUJJlAVj jL.L>p^tMH^iJ^*y ^v^-  ^^•^.^^^-»*.%«'j p^-^^——.—.—^—.	.	           _.      ...           	
    per year after a review of  the first 3 months of data.  During the f rest S montns —
    sampling shall be 4 consecutive days per month alternating sampling days each month.

-------
WA0000299:  AI£QA,•••-in Vancouver, operates a primary aluminum smelter and associated
facilities consisting of  five potlihes, anode baking .furnaces, rod/wire mill,
extrusion plant,  and anodizing  plant (SIC 3334,  3335,  3471).  The permittee has a full
operating capacity of approximately  325 tons/day of metal and is in the' Primary
Aluminum Smelting Subcategory of the Nonferrous Metals Category (40  CFR 421, Subpart
B).  Outfall 001 discharges  lagoon-treated process wagt-ewai-e.r  f mm. primly aluminum   ;,
production arid  aluminum, forming production and Outfall 002 discharges sanitary
effluent after  it receives  conventional secondary treatment and chlorination.  Both
outfalls empty  into the Columbia-River.  Effluent limitations for  Outfall 001 are
based on BPJ and  BAT effluent guidelines, and the limitations for Outfall 002 are a  '
BPJ determination of B£T, using  the  BPT effluent guidelines.  The permittee must
conduct semi-annual 96-hr acute toxicity tests,  using  salmonids  in 100% effluent.
Mortality shall not exceed  -20%.  Should processes or treatment change, causing a
change in the; composition of the effluent,  the toxicity tests must be conduction a
monthly basis for three consecutive  months.  If the test results indicate no acute
toxicity, the frequency may revert back to; semi-annually.  A two year study of the  • '
stormwater j&nofJL is required,  and shall include a water quality analysis of process
wastewater sources and  nonscope  sources not covered by the categorical effluent
guidelines.   The  permit may be  lessened, according to the results.
Effective Date:  June 27, 1984
Expiration Date:  June 27, 1989
                                   Final Permit
                   Abstract Date:  May 12, 1989
     '        .        ,   ;    :   EFFLUENT LIMITS (FINAL)

WA0000299:  ALCOA - Vancouver Works                 "
       Pollutants
Avg
Limits* and Units
                                                                          Monitoring
- ' •:-... .".•- ; , .• / . :• • '•''•'...' • • ' • 'i - •••-• ••'. " '»'.• .-<
Flow
Temoerature (Receiving S
Production (tons/day)
Benzo (a) ovrene
Fluoride
Antimony , , „
Nickel
Cyanide
Aluminum . .
Chromium 	
Zinc
TSS ...': .-.-....:• , .
Oil and Grease
DH
Acute Toxicitv
Flow
BOD5 ,, 	
TSS
Fecal Coliform
Residual Chlorine


001, :monitor onlv
:ream) :No measurable increase (0.5 F)
:monitor only .'.•--..
:0. 02/0. 05 Ib/d
:100. 0/200.0 " .,•-.- . .. .
:2. 0/3.0 "
:2.4/3.4 "
:0.15/0.4 "
.•--•,-. :66. 0/148.0 "
:0. 8/1.5 " ,
:1.8/3.9
: 930. 0/1860. 0" '
	 :70. 0/150.0 .-." ,
:7.0 - 9.0
: Survival greater than 80% (96-hr)
002 imonitor only
: 40/80 i Ib/d (25/45 mg/1)
: 50/70 " (30/45 " )
:200/400 */100 ml
:0.5 mg/1 (minimum) 0.2 mg/1 (max.)
.-. •••.-,- - - •. '; - - , :.'-.-•-,..
. '•:..' ' .
;continuous
n
' idailv average
:l/d 24— hr como
. » "
.ti n
. n n •
. n1 n • ,
. n ti
. n n
. " "
. n n
: 5/w grab
;continuous
•2/v
;l/d continuous
;l/w 24-hr comp
. n n
: " grab.
:l/d "
• . " ; •
•
*Dailv Avg. /Daily Max. ,

-------
WA0000540: The Commonwealth Aluminum Company,  in Goldendale, operates a primary       '
aluminum  smelter  (SIC  3334), using the Hall-Heroult process, producing 0.921 million
Ib/day by direct chill casting, 0.921 million Ib/day from electrolytic Deduction, and
0.658 million Ib/day of anode/briquette production.   This facility  is  in  the
Nonferrous Metals Manufacturing Category  (40 CFR 42l, Subpart B)  and discharges a
daily average of 20 mgd from Outfall 001 to the Columbia River.   Industrial water is
discharged into a pond, neutralized and the fluorides precipitated  out-   The    ,    ;;
wastewater is routed to two additional ponds for oil and  grease skimming,  and   •  -
sedimentation prior to discharge.  Effluent limitations are based on  BAT/BCT_effluent
guidelines and BPJ.  Semi-annual 96-hr acute toxicitv tests are required, using
salmonids in 100% effluent.  Survival must be  80% or greater;  Should  a process or
treatment change, causing a change in effluent composition,  toxicity tests must be  run
for three consecutive months.before reverting back to the semi-annual schedule.  A
plan to study all surface and groundwater sources within 0.5 mile of  the  main  plant,
Including stormwater runoff, must be submitted within ep.days, implemented within 30
days of State approval, and completed within 180 days of approval.  The sediments of
the lagoon system and  the Columbia River must be analyzed for, possible contamination
by heavy  metals and organic pollutants.
Effective Date:  June 26, 1985
Expiration Date:  June 26, 1990
Abstract Date:
Final Permit
May 23, 1989
                               EFFLUENT LIMITS  (FINAL)
WA0000540:  Commonwealth Aluminum Company                      •

                          Outfall      Avo. /Max. Limits* and Units
                Monitoring

plow 	 ; 001 rmonitor onlv 	 	 	 -.
Spmoerat'ure : * —- 	 •
Production : • " 	 — «
BenZQ (a) nvrene* : : 0.1/0. 2 lb/d _ 	 — •
Fluoride
Antimony
Nickel
Aluminum

Oil and_Gi

SBCObDAHX1
Fluoride

• :210/485 "
- :5.6/12.6 "
:2.4/3.6 -.".--•
: :40. 0/90.0 "
: 500/1500 "
^.ase * ' 200/500 "
:7.0 - 9.0
ROOF SCRUBBING TREATMENT SYSTEM PRIOR TO MIXING WITH OUTFALL
: 25. 0/50.0 lb/d
. -50.0/100.0 n . . -
AMODE CONTArT1 rOOT.TNG WATEP PRIOR TO MIXING WITH OUTFALL 001 __ 	 ,
Benzo (a)
Antimonv
Nickel
Aluminum
Fluoride
SANITARY \
flfUVJ, J.FW,
Flow
fTi.AVrr
BODS

Fecal Col
Residual <
a^vPAVViH* '

*Ava. Dai
pyrene i • 0.002/0. 005 lb/d
. -0 12/0 .27 "
. :0. 05/0. 08 "
• :0. 37/0. 84 "
•3 63/8 18 "
AJASTEWATER PRIOR TO MIXING WITH OUTFALL 001 	 	
	 j 	 jmonitor onlv . '• ' ' 	
i :25/45 ma/1
: :30/45 "
^form : : 200/400 #/100 ml
?hTnrinp : :0. 5/5.0 ma/1

continuous

dailv averaae
1/d 24-hr como
n n
" "...-•
n n

n n
" arab
coni:inuous
m
1/d 24-hr comb


1/w 24-hr comp
n 11

n n


r;nnlhinuous
1/w 24-hr como

grab
V/rl


lv/Max. Daily 	 • 	 ; 	 ; 	 ; 	 ; 	 — . 	 ; 	 ; — 	 ; 	 	

-------
WRQ000621-S.  Sdott Paper Company in Everett, Washington,  operates a sulf ite palp and
paper mill (2611)  in the Pulp, Paper,and Paperboard Category (40/GER 430).-
Production rates for 1981 are reported as  518  tpd of.-.sulfite pulp,  32 tpd of  ;
groundwbod pulp, and 41 tpd of  nonintegrated tissue paper/  Three regulated discharges
consisting of both process wastewater and rainwater enter Everett Harbor (Outfalls 003
and 008). and Port Gardner Bay  (Outfall 001).   Discharges from 001 and 003 (6 and 7 mgd
respectively) are treated in two sedimentation clarifiers,  followed by neutralization
and discharge,  The, settled solids are chemically treated .with a f locculant polymer,
mixed with secondary sludge, filtered and compressed on a belt filter to about 25%
solids, and 'then incinerated in a power boiler.   008 (13.5 mgd)  is treated in  a
recently installed activated sludge plant  before entering the harbor.  She permit
limitations are based  on BPT/BAT effluent guidelines using a BPJ determination of  BCT  ,
being equal to  EPT in  the absence of  promulgated BCT guidelines. Limits are
calculated based on 1981 production rates  mentioned above.   By 12/24/85, the facility
was required to submit an SPCC  plan,  a wastewater treatment system operating plan  to
describe two operational modes, and a stormwater evaluation plan.   Composite samples
of the discharges shall show a salmonidsurvival rate of at least 80% in a 96-hour
bioassay of 65% effluent concentratioh.  Testing shall be conducted monthly in
accordance with the Department of Ecology'Acute Toxicity Test Method (1974), oir  an
approved equivalent method.
Effective Date:
Expiration Date:
June 24, 1985
June 24, 1990
Abstract Date:
  Final Permit
April 21, 1986
WAQ000621:  Scott Paper Company

      Pollutants   ,        Outfall
             EFFLUENT LIMITS  (FINftL)


                    , Ayg./Max. Ljjmite* .and Units
                  Mbru-toring

Flow
BOD-5
TSS
Dissolved Oxygen***
Temperature
Production, tpd sulf ite j.
pH

- ' ' - :

'-
-
• - /•. : .-"'...••'. • ". • . ,..' , '•,•' . •. ' " - • ' *'•;'-• •; - ' .••"•
001,003,:monitor only
008** s 7640/32200 kq/d
-..' "; : 11500/21400 "
imonitbr
^continuous
:l/d 24 hr comp
-.,..- „ ir., ".,."-. ii
: 1/8 hours grab
'••"•. • : " ., :continuous ' ,
3ulp rreport ,
:5.0 - 9.0****
:monthly avg.
tcontinuous
- ...'.'.:-/./'• •• '• - ' '•' . : . •••'..' •.'.. ' : • .' .- ; "• :;
: .. '.- ' ' • ' ' .- - • '•••••'" .•'"-..''•
•-''•' s ' "..'•- .•.."-'••• ; s '•". •'• • • " ••-
: . .'"•.-.• , . - . . : '.-.'. :>.".;. . •.•
    *Daily average/da i ly maximum
   **Sum of  the three as determined from monitoring each outfall.
  ***From August 1 to November 30,  Outfall 008 shall have a DO concentration of
    not less than 5 mg/1.            ~  ~  ~   ~~   ':  ~       •  •-'          .•'•
 ****pH excursions for Outfalls 001 and 003 are allowable as follows;
     (1) Total excursion time for both outfalls shall not exceed 90 minutes per month.
     (2) No individual excursion shall continue for more than 30 minutes.
     (3)  No individual excursion shall exceed a pH range of 3.5 -- 10.5 for more than
         10 minutes.   '••-. '-,...  .',....- :.: -..' v    •••.-•.. - •'"•"•..  -- ••-.- ••- •.'' -::'c '-<:\-':^ •• .'-•-.--"- -- •' •'.:

-------
V5&Q000680:  Aluminum Company of America/ located 10 miles south of Wenatchee/
Washington/ on the west bank of the Columbia River/ is a primary aluminum smelting-
facility  (SIC 3334) in the Honferrous Metals Manufacturing Category (40 CFR 421),.'  The
smelter uses center-worked pre-baked reduction cells to pfroduce approximately 600 tpd
of aluminum metal.   Most of the metal is cast by the direct chill process either into
ingots or sows; anodes are produced on-site and baked in ring furnaces.  Thes facility
discharges 7.84 mgd from a single outfall to the Columbia River-, consisting of   ,   ,
noncontact cooling and sanitary sewage treatment waters. Treatment consists of
activated sludge at the sanitary sewage facility.  Contact water from casting aluminum
ingots (1.5 mgd) is biologically treated in rapid infiltration lagoons.  Limitations
for benzo(a)pyrene/  fluoride/  antimony,  temperature/ and residual chlorine cire based
on BPJ and EM? guidelines (40 CFR 421/ Subpart B,  Primary Aluminum Smelting
Subcategory).   TSS/  oil and grease/  pH/  and fecal coliform limitations are based on a
BPJ determination of BCT/ using BPT guidelines.  Limits are based on average monthly
production rates of 24 million pounds of anodes and 24 million pounds pf direct chill
cast ingots. BPJ was  also used to determine allowances for stormwater runoff and
pollutants in the process intake water.  Permit requirements include a SPCO plan,
sanitary treatment plant limitations/ a stormwater-runoff study/  and a serni--annual  -
salmonid  bioassay with 80% survival in  100% effluent  for a 96-hour period. ,A BMP plan
is not included.                                                       .•••--.;.,-,.-  .. t  ,;,
Effective Date:  June 24/ 1985
Expiration Date:  June  24/  1990
                       Abstract Date:
 ,;•:;Final Permit
Februciry, 6/19,86
                               EFFLUENT LIMITS (FINSL)
W&0000680: Aluminum Company of America
Pollutants Outfall Avg./Max. Limits*and Units
Flow
Production (tpd)
TSS
Benzo ( a )pyrene
Fluoride
Antiitoay
Nickel
Aluminum
Oil and Grease
Temperature

PH
Benzo (a )pyrene****
Antimony****
Nickel****
Aluminum****
Fluoride****
Flow
BOD-5
TSS
Fecal Coliform
001 :report

Monitoring
: continuous
: " ; :dai].y avg
: 250/500 Ib/d
:0. 02/0. 04
: 85/150
:l.l/2.4
:0.5/0.7
:21/46
:50/250 •"• r
(3.2/6.4 » mg/1
(negligible
(1.09/1.9
(0.014/0.031 "
(0.006/0.009 "
(0.27/0.59 "
(0.64/3.2
**):l/d 24 hr cogp
**):l/w
**):l/d v-
**): "
**). »
**): " , •..
**): •"• |'5/w) grab
tAmbient not to exceed 20 C/ nor an rcbntJnuous
: increase in excess
:7.0 - 9.0
(1) : 0.003/0. 005 Ib/d
of »t"***
'".'"'/ . -

{,. ' : '"" ' . ,.,/*'"
. ,.^ , , .. . ,,
•: 1/d 8 hr ccttp
:0. 14/0. 32 » - • • :i/w
:0. 06/0. 09
:0. 45/1. 01 "
:4.4/9.8
(2) :report
: 25/45 mg/1
: 30/45
: 200/400 per 100 ml







' , n " ~ M
.n n
.n ii
rcontJnuous
: 1/w 24 hr comp
--.. n •, ,, »
: 1/w grab
Residual Chlorine
  :0.5/2.0 mg/1
*Dailv averaqe/riaT ly maximum.
but not included in permit.
**Bquivalen.t concentrations based on 9.34 mgci flow,
***t=(34/T+9); T=resultlng water temperature
****Anode contact cooling water discharge has been stopped.  ALCOA no longer uses any
water to  cool anodes.	:	      ..•;".'?   '   -  : -; • r .• '•.•.>•'••-- ' -  -
(l)ALCOA  has switched to all dry scrubbing.  Exhaust gas scrubbing using water has
been  discontinued.  Lime addition, coagulation, and sedimentation are no longer being
used.  There is no recycling.  Stormwater runoff and noncontact cooling water is
discharged along with sanitary.	     ' r ••

-------
Wft0000809;  Weyerhaeuser Company of Cosmopolis,,>Washington,;is  in the Pulp, Paper, and.
Paperboard Category (40 CFR 430).   The facility.^manufactures "approximately 5Q3
tons/day of dissolving grade sulfite. pulp (SIC 2611) for commercial sale.  Process
wastewater (23 mgd) is discharged  from Outfall  001  and nonopntact cooling jwater-, (0.8
mgd) is discharged from Outfall 002.   The; most contaminated process wastewater is    '
routed to an activated sludge secorvfoTy treatment plant.  .The treatment plant effluent
is combined with the  remaining wastewater and piped through a series  of\fpur lagoons/
three of which are aerated, before entering Grays Harbor Estuary on the  cjutgoina tide
Ncancontact cooling water receives  lagoon settling followed by .discharge.-to the     ?
Chehalis River.   BOD-5,' TSS and pH limits are based on BAT and  BPT=BCT (as per BPJ)
effluent- guidelines.   The, fecal -coliform limit is based on water quality .standards.
Lagoon effluent at 002 shall meet  water quality criteria as specif ied in the permit,^
including turbidity < 5 NTU over natural  conditions and dissolved oxygen >  6.0 mg/1.;^
An 80% salmonid  survival rate in a 96-hour bioassay of  65% effluent concentration is
required; tests shall be conducted quarterly at 001.  In addition, biweekly water.
quality surveys of Grays Harbor are required to obtain flow, dissolved oxygen, fecal
coliform, salinity, pH, and temperature data.  Six months  after the permit issuance
date, the permittee was-to submit  an  updated  version of a SPCC  plan already On file.
Thereafter, yearly updates are required.   The permit is subject to reopening for
toxics and the promulgation of BCT guidelines.
Effective Dates
Expiration Dates
February 13, 1985
February 13, 1990
Abstract Date:
Final Permit
June 6, 1986
                               EFFLUENT LIMITS (FINAL)

WAQ000809:  Wsyerhaeuser Company

       Pollutants         Outfall      Avg./Max. Limits* and Units
                                                         Monitoring

Flow
BOD-5 (1)
TSS
Fecal Coliform
Acidity
Settleable Solids
Temperature
Pulp Production
pH.








• > < '.-•>••.
. • . - - - • ' - - • .,' . -. '
001, 002 rmonitor only
:24900/47900***lb/d
: 38000/70700 ,"
:— /1000 per 100 ml
smonitor
- . . • ':•- " - '. - ..-.--.
: " - ' .. .
sreport
:5. 0-9.0
s
:
'•
• ..-.•' " .
• "- •
•
•
. •
:
: •
•
•
: . - • •
scontinuous '-•""-•=.
(124/239 mor/1**) :l/d 24 hr ccmp
(190/353 " **) : "
:5/w(2).grab
:l/d 24 hie ccmp
'..-.. sl/w grab
scontinuous
rdaily ,
rcontihudus
•
:
'•*••"
•
•
:
•
•
'-.--. :
:• • : • - • '
  *Daily averagje/daily maximum.
 **Equivalent concentrations based on 24 mgd flow but not included in permit.
***For river flow less than 2000 cfs, daily maximum limit is 35000
 (1) Daily maximum BOD-5 at Outfall 002 is 500 Ib/d.
 (2) Manthly grabs at 002.

-------
W&0000825: The Inland Empire Paper Company, operates a newsprint pulp and paper mill
(SIC 2611, 2621), in Millwood,  with  a. pulp production of 150 tpd of: groundwood-CMN; •
papers pulp and 85 tpd of groundwood-chemi-mechanical (CMP) pulp, with newsprint    -
production totalling 235 tpd.   This facility  is in  the Pulp. Paper. and Paperboard
Category and discharges an average of 3.5 MOD of treated process  wastewater to the
Spokane River via Outfall 001.  Wastewater  treatment consists of  screening. vacuum
filtration, activated sludoe. and final clarification prior to discharge.   Effluent
limitations are a BPJ determination  of BPT.  Five quarterly 96-hr acute toxicity tests
must be performed, using a salmonid  as the test organism.  If survival is 80% or
greater in 65% effluent, the testing frequency may be reduced to an annual  basis.  The
permittee must conduct  a mill-scale  study  to determine .the effect of conversion of a
portion of the pulp production to the groundwood-CMP process on the characteristics of
the final mill effluent.  The results of the study may be cause to reopen the permit
for modification.                                   :           - *   ;  .
Effective Date:  June 25, 1984
Expiration Date:  June 25, 1989
                Final Permit
Abstract Date:  May 22, 1989
                               EFFLUENT LIMITS (FINAL)

WR0000825:  Inland Empire Paper Company

       Pollutants         Outfall      Avg./Max. Limits* and Units
                Monitoring

Flow 	
BODS
TSS
pH
Temperature
Production












*Avg» Daily/Max * Dailv_
Q) Not to exceed 2374
(2) Not to exceed 4536
(3) Not to exceed 3854
(4) Not to exceed 7191
. ' . . •. . ,' •
: 001 s3.5/4.5 MOD
: :10.1 (1) /19.2 (2) Ib/ton
: :16.4 (3V /30.6 (4) "
: ' :5.0 - 9.0
: rmonitor only
"
. . - . • .- , • . - -'
. * - ' . • -I
• •
. ..'•••' .
* - . • ' -
• •.
• * -
• • '
• • " •
• • .
• •
• • • .
•.'••.- • . . .-.'•
Ib/dav :
Ib/day t
Ib/dav :
Ib/day 	 ; 	 	 	 : 	 ^ 	

contmuous
_5/w 24-hr come
n "
continuous
n - "./•"
i/d












' - ; - - .' •'



' , ' .

-------
WaOOOQ93l!  Kaiser Aluminum and Chemical Corporation, located in Tacoma, Washington/
operates^ primaryjiluminumf smelter which produces aluminum metal from alumina (SIC
3334).  !Ihe plant has three potlines using the horizontal stud soderberg process and
one potline Busing the center work prebake process; production is reported as 421 000
pounds per day.  She facility is in the Nbnferrous Metals Gateo^MnH^r  ' '
Subpart B).   Cooling water,  boiler make-up,  stormwater and wastewater from the 'spent
«??£? digg^g area xlxscharge at an average rate of 2.1 mgd f rom Outfall 001 to the
Hylebos Waterway, and treatment is  by. chemical oxidation.  Effluent limits in the
permit are^based on EFT/BAT effluent guidelines.   Dlsch*^ i im<+*  
-------
WA0001040- Boise
Steilacoom
                         Corporation manufactures newsprint  (SIC 2621), at their _
                     uKig the thermo-mechanical: pulping process.  This plant :_IBUI
                                          (40 CFR 430, Subpart M), produces 585 tpd
                                                    ,
                n.  Outfall 001 consists of treated processed sanitary
           f  002 is  thefifieT^lant backwash, and 003:is,the cleaa water from the,
clawl, hill tank overflow, and potable overflow to Asylum Creek.   Wastewater
        t  was not specified.  Effluent limitations are based on a BM determination
         is equivalent to BPT.  Semi-annual .
       e^  consecutive months  if the processes or effluent composition changes.  The
Mxng  Zone  boundaries are defined as one, foot below the surface, one foot above the
bolS,1??ateral distance of 180 feet from: the diffuser, and a longitudinal distance
of 200 feet,  A SPCC Plan must.be developed, and maintained.         '"'-''.
Effective Date:  June  29,  1984
Expiration Date:  June 29, 1989
                                                               •   , •     •  :Final Permit
                                                          Abstract Date:  May 23, 1989
                                EFFLUENT LIMITS (FINAL)

 WA0001040:  Boise Cascade Corporation

        Pollutants         Outfall      Ava.Max. TiiTnits* and Units
                                                                           Monitoring'
                                                                        tcontinuous
                                  ;monitor only.
                                        11
 production
 BCP5 ...
 2SS	
 EH
                                                                        ;5/w 24-hr comp
                                   :65QQ/I2_,5QQ
                                   •9900/18.500
                                   :6.0 -  9.0
{continuous
                                                                         •1/d 24-hr comp
                                   MIXING AT OUTFALL OQ]
                                   snot  to exceed  30- mg/3
                                   ;0.5 ma/1 minimum
 Residual. Chlorine
 Fecal Coliforu

-------
 .. 'QeOCTda-Bacific Corp.. located in Bellingham, Washington, is in the
 Paper/ and Paperboard Category ,t 40 CFR 430).   The prSnaiy pulp and^ne? 'mfl 1
                     JF1** ^ discharge through ttes.merged oul

                               g



   not to cause temperature  increases .outside of the faci
        Srf ^cess+.of ti1086 Allowed by applicable water quality standar
        WAC).  A wastewater; treatment system operation pla£, an updated^oUd  ate
control plan  and a fflOC :j4«n were required by 12/27/85:  The faSli^is  resp^Sle
o^t-SSSH11?^11 ^JPervious^ asphalt covering over a mercury (0.17%^oonoeSrSonl
contaminated sludge deposit site.  Discharge samples from Outfall 009 arelequSed to
  ow a salinorud survival rate of at least 80% ih a ^ 9,6-hour
                                           semi-annually.  -
                         is
 Effective Date:  June 27, 1985
 Expiration Date:  June 27, 1990
                                                    Abstract Date:
     Final Permit
February 13, 1986
: ••'..'•'  •            ;;            . EFFLUENT LIMITS  (FINAL)

WA0001091:  Georgia-Pacific Corp.


       Pollutants        Outfall      Avg./Max. Limits and imit-^
Flow . 009
BOD-5 ~ 	
TSS
Production (tpdV,sulfite i
Production ( tpd i , chemi-*ne<
Msrcury
Temperature
PH : .
• - - - r
%
*Composite sample refriq
**Equivalent concentratic
pulp
dh. pulp
•'• -
ferated du
«ris based
report -
QRnn/iPonn r,— ./-> /CA /^^* — /, . . .
yow/ J.DOUU Kg/Q (64/124 mg/1**)
15300/2850U " (101/188 " **{
report ' 	 ^~
0.023/0.05 kq/d
report ~
5.0 - 9.0 !
ring collection.
on 40 mod flow but not included in per
jaano.Tx>rinq
continuous
1/d 24 hr coup
monthly aver
1/d 24 hr camp
continuous -
It.
• -
•
•
mit. :, -"" : ..

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                                                -:»!ras%?r^:.
                                             ^
                            -
              from drydock number six; and 021 is the outfall for the proposed steam
  etplt discharge.  All outfalls empty into Sinclair Islet.  Wastewaters     -
generated from the various  activities,  are  routed to  the central treatment^system,
             oil/water separation, flow. equalization, neutralization, ^ffiJS^
                        gravity filtrafcion and final ES adiustment-  Solids are_  •
                    and l^ndfllled off-site.  Effluent limitations  for Outfall021
                                      the      ^o
(40 CFR 423) and the limitations for the other outfalls are based  on

          A SiSq^one has been designated and is defined as that area encompassed
                          from the end of the outfall and from the water surface to
                                                                     Final-.'-Permit:

                                                      Abstract Date:  May 25, 1989
the bottom.


Effective Date:  September 12, 1986
Expiration Date:  September 11, 1991
                              EFFLUENT LIMITS  (FINAL)
 VZA0002062:  Puget Sound Naval Shipyard


       Pollutants        Outfall     Avg./MaxM.imi.ts and Units

                       •

                       *"" 003
                                                                     Monitoring
             	
 Free Available Chlorine
 Chromium (Total)

-------
 WAQQ03000t  Weyerhaeuser Corporation - Everett Kraft Mill, located .in Everett
 Washington, produces bleached market pulp using a kraf t pulping process (SIC 2611V in
 the  Pulp; Paper, and Paperboard Category MO CFR 430).  Outfall 001, consisting of
 process wastewater (19 mgd),  is  the only waste stream discharged to a channel
 connected to Steamboat Slough.  Discharges from 001  are limited to periods of outgoing
• t^ffej.f low' receiving treatment  in an aerated stabilization lagoon.  Three outfalls
 are discharged without treatment to the Snohomish River;  002^-stormwa-teT- r-nrwFf and
 condensate^O^ mgd);  004—fresh  water filter plant backwash and river water bypass
 (11 mgd); 005—surface water runoff (0.3 mgd).  Information on other outfalls is^ot
 given.  Limitations are based on BAT and a BPJ determination of BCT (=BPT) effluent
 guidelines for Subpart G, Market Bleached Kraf t Subcategory; limits are calculated
 ^f1??/^/^11^ aJer!W production rate of 409  tpd of air dried market bleached pulp.
 liy 12/25/85, the facility was to submit a SPTC plan,  and a solid waste control plan to
 include disposal methods, generation rate, and  source of waste.  The permit requires
 three monthly bioassays ,for the determination of 80%  survival of salmonid test fishes
^,65% ^effluent concentration, and an in-situ bioassay conducted in Steamboat Slough
during the salmon smolt stage, a juvenile stage of salmon about two years old
Effective Date:  June 25, 1985
Expiration Date:  June 25, 1990
                                                         Abstract Date:
                                        Final Permit
                                       March 4, 1986
                               EFFLUENT LIMITS  (FINAL) -

WA0003000:  ffeyerhaeuser Oorporation - Everett Kraft Mill

       Pollutants         Qutfall      Avg./Max. Idmits*and Units
                                                                         Monitoring
Flow
TSS
                        001,004**
monitor only                         ;continuous
13400/24900  f Ib/d (54/100 mg/1****) ;i/diWJaTcd
                                                                                   mg
BCD-5
Temperature
                           001
6600/12600
(42/80
                                                               '•  ****
                                  — /84 F
                                                                       : continuous
m.
                                  5.0 - 9.0***
   ^Daily average/daily maximum                    	•••• - ;
   Total discharge  from  001 and filter plant backwash from 004
   Excursions for pH limits under continuous monitoring are not allowed (i.e.
   40 CFR 401.17 does not apply~~  :   ~   ~~	———^—1	
   *Equivalent concentrations, based oh 30 mad (TSS) and 19 mad rBQD-5V flows
   but not included in permit.                       ~~~	    \ ••^:-      -•'

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WA0021954:  The Department sL Defense operates Fort Lewis, located in Pierce County,
which has five sources for discharge.  Outfall 001 is the effluent from a secondary
wastewater  treatment plant consisting of primary, and sjjcondao: clar if ler s , tcTicjLUrig
filters, and nhlorination.  Solids are apaerobicallv digested, and landfilled.   The
^veS monthly flow, which  empties into Eagsfr fifflfflfi*.  is 4.1 mgd, however theses ign
capacity is 7.6 mgd. Outfall 002 discharges effluent from the DuPont Stormwater
Treatment facility,  which consists of dissolved, air. flotation and oil §k mmm t
Mackav MjjEsfc.  Outfalls 003,  004, and 005 discharge stormwater runoff to
                                                                               to
 acav  jjEs.              ,    ,
Marsh   Only the discharge from 003 receives treatment  (ail skimming) prior to
discharge.  Effluent limitations for 001 are based on secondary treatment standards  •
and those for 002, 003, 004, and 005 are based on water quality standard^.  Etemi-
annual static chronic toxicitv tests are required with six dilutions ranging from a   •
control to  the highest concentration that produces no adverse salinity effects.  The ;.-
tesS must  use one of three species of echlnoderms and  one of two species of bivalve.
Those test  organisms showing  no adverse response may be dropped from the testing _- -,
regimen.  A NOEC should be determined for those  exhibiting an adverse effect.  Shoul£ •.
tS rlsults indicate acute or chronic toxicity, a Toxicity Reduction EvalyrtMQ ^y be
required.
Effective Date:  January 28, 1987
Expiration Date:  January 27, 1992
                                                          Abstract Dates
Final Permit
May 25, 1989
                                EFFLUENT LIMITS (FINAL)

 WA0021954:  Dept. of Defense - Fort Lewis

        Pollutants         Outfall      Ava./Max. Limits* and Units
                                                                           Monitorinq
                                  •200/400   i/100 mJ
   *Avg. Monthlv/Ava.  Weekly for Outfa
    and 005.
  **Monthlv
    influent
                            TSS concentrations  shall not exceed 30 ma/1 or 15% of the.
                            whichever  is more stringent.

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WA0025721:  The ;Dawn Mining Company proposes to pump put- water  that has accumlated in
two pits remaining from past open pit uranium mining projects, mine the remaining ore,
and reclaim the  mine  area, .which is on the Spokane Indian Reservation located 35 miles
northwest of Spokane.   The two pits: and a retention ,pond would be emptied and the
water treated by reverse osmosis prior  to being discharged  into Blue Creek.  Three
seepages flow in discrete channels and have, been designated 'as: Outfalls 001 (west
^u^jP™,002,, (cei?^al Drainage), .and 003 (east  drainage).  The treatment system- is
rSS   S£and<-tn  -5 .flows ^to the west drainage prior to its convergence with Blue
Creek.  Effluent limitations are based on effluent limitations for the Ore Mining and
Dressing Category ,(40,CFR 440,  Subpart : G) : ;and water quality criteria.   Qulr
acute. toxicity tests must yield  80%  survival  of salmonids in  100% effluent.
                                                                         n.     so
 quarterly 2=da^ Shrpjuc iosicity tests, using Ceriodaphnia in treatments ranging from
 a control to .100%  effluent, must be performed to determine the ,NO|E. ,   ,   ;;  ;.     ,

 Effective Date:  October 30, 1986 "'"', ''        "'     st" '.']    ',   '     :/    Final Permit
 Expiration Date:   October 29, 1991    ,'. ,  ":.;:V ;,-:*, '•" '  .Abstract Date/ May 23, 1989;
      •.-,•,-;.-.,,         .  ,     , EFFLUENT LIMITS" (FINAL)

WA0025721:  Dawn Mining Company

       Pollutants

Flow
COD
TSS
Ra 226
Ra 226
Uranium
Zinc •
001


[Dissolved)
Total


Manqanese "
.002.003.004 monitor only . **
: - :100/200 ma/1- ff : , ,», .. -i/m 24 hr como
: :20/30 " . « «
: :3. 0/10.0 pCi/1 ..-..» «
: :10. 0/30.0 " . n «
: :2. 0/4.0 ma/1 . " " >
: ',•'•,.. i0.5/1.0 ; '•-"•'. " .' . » ••
: :3. 0/10.0 " -.,.-•' . « n
Aluminum (Total Recoverable) : monitor onlv • • .i/rr "
Sodium
Sulfate
Nitrate
Total


Hardness
PH

Temperature
Conductivity

Copper

Cadmium


.Total Recover ab]

(Tota. . Recoverah


: • " . n •„,-.,.
: ••; .-•• : " :-: >-. , .'-.••.- . , . . 'v: ' - " . . . n - n" •
: : " -./• V „ 	 :•- • ' • • . n -..-' n ••
: • " , , ... n n
:6-° - 9-° -continuous **
: tmonitor onlv ' -1/m ar'ab
: - " -continuous **
s : ..-HR AVGv 4-DAY AVG . :
-e : 0.096 ma/1 -1/m arab
" '• QtQ55 Trig/I i " •Qfi-hr"™mp
)..e) : 0.030 maA . ....".",> -. Varab"' ' ••
-^ 	 J 0.005 mg/1 ; V 96-hr nnrnp
« • ' " -.-'-•'
*Ava. Daily/Max. Daily
**Measurements for Oni^
11 004 shall be continuous during discharge. Measurements for

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WA0030899:  Matins power and Equipment Qo^ In^ in Seattle, is a,shipbuildin,g,    -
repair, and conversion facility .(SIC 3731) .in the Shipbuilding aM/Se^air. gafeggace (40
CFR 470).  Shipyard activities include paint removal  (primarily by abrasive blasting),
painting, welding, fabrication, testing of marine electrical equipment, and the _
cleaning and repair of marine equipment.  Wastewater sources are stormwater runoff,
flooding of drydocks, hydrocaster water runoff, syncrplift deck runoff, cooling water
ballast water, pump testing,  high pressure wash water,  gray water, ship's sanitary
waste, and bilge water.  The ship's sanitary wastes, engine bilge,  and oily wastes are
collected and disposed of by a contracted disposal  firm.  Solvent, caustic wash, and
washwater tank liquids are recycled to minimize wastage and  are not discharged.  The
following is a description of the outfalls which empty  Into the Duwamish.. Slyer.; 001 -
operations occuring at the drydock and drydock  runoff;  002 - runoff from the
syncrolift; 003, 004, 005, 006,  007, 008, 009,  010  - stormwater runoff.  Effluent
limitations are based on State water quality standards  and addressed according to
operation rather than outfall number.  The permittee  is required to maintain a BMP _
Plan which is to address the following items at a minimum:  1) control of large solid
material;  2) control of blasting debris;  3)  oil, grease,  and fuel spills;  4) paint and
solvent  spills; 5) abrasive blasting debris; 6) segregation of wastewater flow in dry
dock;  7) contact between water  and debris;  8)  maintenance of gate seals and closure;
9) water blasting,  hydroblasting,  and water-cone abrasive blasting; 10) maintenance of
hoses, soil chutes, and piping;  and  11) overall general house cleaning  operations and
procedures to prevent wastes from entering waters by air, stormwater, or dirfect      •>•
discharges.  The biological and  chemical  characteristics  of  the water and the sediment
of the Duwamish River are to be  monitored at least  two  times, with a three year
interval in between sampling efforts.   The permit contains a standard reopenej: clause.
 Effective Date:  August 12, 1987
 Expiration Date:  August 10, 1992
Abstract Date:
  Final Permit;
March 30, 19.89
                                EFFLUENT LIMITS (FINAL)
 YJA0030899:  Marine Power and Equipment,Co.,  Inc. (Page 1 of 2)
                                                                          • Monitoring

DRYDOCK 	 	 	 	 * 	
P1OW . 001 : 36.000/381.000 cubic ft/dock raising:,
TUp^-j^y 	 ; :— /10 NTU IK 	 	 	 	 --«
Oil ancl Grease 	 ; 	 jlO/15 ma/.r 	 	 •
SVU3POTVTFT 	 : 	 ___ 	
F1OW . 002 :416. 000/665. 600 cubic ft/dock raisincL.
Tur3:.ditv 	 ; 	 « — /iu NJAJ tx) 	 	 	 	 	 ~j
rvM anrl fire>a«;e» : : 10/15 ma/.. 	 — 	 	 	 •

Oil ary* Grease 	 ; : 10/15 ma/1 - 	 	 .
BILGE WRTER 	 - 	 •— 	
nn wtf Grease ; : 10/15 ma/1 — — : 	 _.
nv.y.u^,-*-,, - ;--/10 NTU 1) 	 	 	 — .
pH 	 ; ffi.n - 9.0 	 ___:
NON-CONTACT COOLING WATER 	 , 	 ^_._ . - • ••• •'-• 	 •. 	 — 	
^mperafaire 	 J^ *— /2i c 2) 	 " ' ' • _.

. . • '- ' ' ' •' :
'.-'--' ;
fl> Limited +" 1" ™™ above ^ackgrpyind . unless backaround is above 50 NTj
tsoint, the allowable increase is 20 percent. 	 	 — __^_ — _ — _


1/m estimate
" conro


1/m estimate

-.-•
?^ch use/arab

^^ch use/drab


1/m arab



T; ?ft this
ival rrmrl i t- 1 ons
(2 'When arn^ieiit water temperature exceeos ^x oearees ^exsiuta. miuei. ua.*^**.**** .•*• — ^,-rrr -~r
no temperature increase will be allowed which -will raise the receivingi-Hater, — _ —
                      fchan  0,3 c

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                               EFFLUENT LIMITS  (FINAL)  , , :



WA0030899:  Marine Power and Equipment Co., Inc.  (Page 2 of 2).




 ;      Pollutants         Outfall      Avg./Max. Limits and
                                                                          Monitoring
HIGH: PRESSURE WASH WATRT?
_ Coooer (Total)
-Zinc "
Nickel "
Lead ' . "
STORMWATRR DRAINS
Flow :
•__ TSS
DH ' ' :
Flow
Oil and Grease
TSS
pH
Tenperature :
Flow
Oil and Grease
TSS
DH
Temperature
Flow
Oil and Grease
TSS /
pH •-
Tenperature
Flow
Oil and Grease
TSS
DH
Temperature
Flow
Oil and Grease
TSS
DH ,,
Tenperature
Flow
Oil and Grease
TSS
DH
Flow
Oil and Grease
TSS
DH
Tenperature

M) Limited to 10 MTU
point, the allowat
(2)When anfcient watei
temperature more 1
_t31Eaci vessel mqst IT
nonsign:.ficant met
be no more than h;=
•1. 5/2.4 mg/1 (3) , .M(-h M
— i — ' 	 MU/15 mg/l , . » grab
: : — /45 " . n ' n
.-:-..-! :6iO - 9.0 . . " n
: 004 :2/9 GPM • -1/m estimate
• : : 10/15 mb/1 : ..«.•. qrab

: s-6.0--- 9.0 . " n
: :~/21 C f2V . " n
: 005 : 4/1000 GPM . » estimate
	 s__- :10/15 ma/1 •;-.-• . .••• . ••. --;. ^rab ;-

: :6.0 - 9.0 . " n
".':... : — /21 C (2) . n n
: 006 :10/1000 GPM ' • " estimat-e>
— — L- 	 1 10/15 ma/1 • •-••••' •- ; ": nrab •-
: • — /45 " . n n
: :6.0 - 9.0 . " «
•'•• t— /21 C (2) , ; n n
: 007 :7/2000 GPM - • 1/m estimate
	 ! 	 ::_.. ' : 10/15 mg/1 , ..-.•-•'- /. " nrqh
: :~/45 -•-"' . ..«••"••"«•"
: :6.0 - 9.0 . n n
' : — /21 C (2) . n n
: 008 :42/2000 GPM .i/™ ^04-^=4-^ '


: :6.0 	 9.0 . » " »
: i — /21 C (2) • " "•-
: 009 :14/:.000 GPM •" estimate
: :10/15 mq/'. - ^ drah
; . 	 745 n . n n
: :6.0 - 9.0 . « n
: 010 :9/47 GPM . " estimate
	 L 	 : 10/15 mg/.. ; ; " grab
: :— /45 " . n „
: :6.0 - 9.0 . " n
: i — /21 C (2) . n •• ~
: : ' ' :- ••-;...-.• - . - : •
.above background, un.. ess background js above- 50 NTU; at thiq
>..e increase is 20 percent.
•temperature exceeds 21 degrees Celsius, under natural conditions -
.j..*=!cibe wixx Lie cu-Jujwea wnicn will raise the receiving water
;han 0.3 C.
>e__sampJLed. unless the paint svstem has been documented to h«=- a
aLsource. Nonsignificant means the highest concentration shall
at the allowable average effluent limit. 	 .

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WA0037265:  Occidental Chemical Corporation of Tacoma, Washington, is in the
inorganic Chei5.cals Manufacturing Category (40 CER 415).  The facility IB primarily a
diaphragm cell chlor-alkali plant (SIC 2812),  but it also has ammonia and muriatic aci
Plants and a calcium chloride plant.  Commercial products include chlorine, sodium
         , sodium hypochlorite, calcium chloride, muriatic acid, and ammonia,  A singl
          from Outfall 002, the only outfall addressed in the permit, to the      ™
                           ,                                                        .
          includes process,  cooling, and storm waters for a maxumom flow .of 24.5 mgd.
         and caustic soda are produced by the electrolysis of brine in the type of oel
mentioned above.  The cell room wastewaters containing metal pollutants are recycled t
Halt pile and then through a brine mrif ication system to the cells again in a close
loop.  Chlorine waters are treated with steam stripping or, if necessary, Jhe addition
ofS02.  Lead contaminated asbestos designated as dangerous waste is drummed for shipm
to a^ecorfLSmi,  Brine muds are sent to a gity landfill? if , toveyer  tJiey fa^
under state regulations for 10% salt, they are sent to a secure landfill. ^ Limitations
      opper, lead, nickel, and TRC are based on RAT effluent guidelines  40 CFR
     3^Tusing a produckon rate of 495 kkg of chlorine P^A^,.^;g *)r ^ ^
    , {Stag the same production rate, are based on BCT (=BPT,40 CFR 415.62(b),( as
determined by BPJ;  BCT guidelines have  not yet been promulgated.  The ammonia
limitations  axe-also BPJ,  though based  on EAT guidelines for the Fertilizer    .
Manufacturing Category~(40 CER 418.23) using a production rate of 73 kkg of  ammonia
    dayTBie Tf lowlimit is based on a  10-year storm event, and a pH excursion is_
          water quality criteria as  determined by the WDOE.  A bioassay is to be added
          TO^providel saltwater bioassay monitoring techniques.  A tejaDerafaare survey
                                                "          "
w
was to be conducted during the summer of 1985  ("worst case" conditions)  f or  ^
                      temperature limit  will not violate water quality standards. A
                               to include air scrubber water at the calcium dHoride
                                                                      The prmit is
         and
was to be submitted by 5/1/85.

Effective Date:  March 1, 1985
Expiration Date:  March 1, 1990
                      water- at the muriatic acid facility is required.
                      after promulgation of applicable BCT guidelines, and a SPCC plan
                                                         Abstract Date:
                                                                          Final Permit
                                                                        March 25,  1986
                                EFFLUENT LIMITS (FINAL)

 WA0037265:  Occidental Chemical Corporatioh

                           Outfall     "Avq./Max. LimLts*and Units
                                                                          Monitoring
.fonutantb
Temperature
rpcQ (net) 	
Copper, Total ( " )
T&aAr " ( " )
Nickel, " ( " )
Total Residual Chlorine
Ammonia (as N)

*Daily Average/Daily Ma:
**Equivalent concentrati*
002 : 24, 500, 000 aallons
.. 	 /94 p- •.•
: : 158/317 kq/d (1.7/3.4
:2. 42/5. 94 ^~ (0.026/0.064
:1. 19/2. 92 " (0.013/0.03
:1. 83/4. 80 " (0.02/0.05
net} :3. 91/6. 44 " (0.04/0.07
:5. 68/8. 18 " (0.06/0.09
:6.0 - 9.0
:l/d estimate
: continuous
mq/l**):l/m 24 hr comp
" **)! " •-
H ** \ . » "
" **): " " 	
" **i ;4/d grab
" **):l/m 24 nr cavp
t continuous
•
x±mum 	 	 — 	
-.T.R based on 24.5 mod flow but not included in permit. _

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 WI0001309r The Kphler Company,  which is located  in Kohler, manufactures cast iron and
 ?™e°^? ^oat^e' bra?S Plumbin9  fixtures, and internal combustion engines (SIC
 ?40Cp! 2*   5 ?' P  ^  •   ^ f^Uity is in ^e  Jfetal.JfcUina-.aa Castina Category
 (40 CFR 464),  the Porcelain Enameling Category (40 CFR 466)  and  the Metal
          (40 CFR 433).  An  average of Sfm^of process
                and stormwater runoff is routed through two settling lagoons prior to
being discharged  to  the Sfteboygan River via Outfall 001.  There are seven internal
fflg^OGS points. and are described in the following: 101 consists of  50,000 gpd of
electroplating  wastewater; 201 (A, B,  and C) is 250,000 gpd of foundry waste water and
air scrubber-dust control wastes;  301 (A and B) cUschargeY 170,000^3 f ?Sm S
pottery process;  401 consists  of  600 gpd of porcelain enameling wastewater and
groundcoat washwater; 501 is 110,000 gpd of enamel smelting frit quench
consists of 6000  gpd from the  die cast building wastewater; and T^lse
ISIS fnen??> >^ing Process wastewater.  Effluent limitations for Outf Si
based on S£ate_  wjatej: gualrfcy. s±angards and BPJ.  Limitations for the internal
?n?  ^g ^n? are baS6d °n the foll°wing categorical  effluent guideline and ^;
101, 601, and 701 -  Metal Finishing;  201 - Metal Molding  and Casting; 401 - Porcela~£
Enameling; 301  and 501  -  BPJ.  Two abbreviated c^nic. -fcaiaUs Sta "Se reguirS
       S     "      '   P?-mlt issuance '«3 once every four months/thereafter:  The
                                                                                601
                                                                                5000
         ,7           nn           C^iodaphnia in treatments consisting ofa cbhtol,
the IWC J57.8%),  and 100% effluent.  In lieu of obtaining an acute value from tte
abbreviated chronk:. tests, the permittee may elect to eliminate the Too% effluent
treatment and perf9rm a«su±e. issiciiy. te^s  at  the same frequency as the chronic tests
                                                                                     '
                            .         .                              s   e cronc  t
       g?^.yecies.;;nie:,acute tests must use treatments consisting o£  a control
     effluent  treatment.  With either  test type, should one species prove to oe the
most sensitive in three consecutive tests; the other species may be eliminated.  A
TQ*i£iiy_ R^Wtion Evaluation may be required .should  the effluent  prove ,to  be  toxic
Effective Date:  To Be Issued
Expiration Date:  December 31, 1992

   .       ;--":..;^ '          : ,.~ : EFFLUENT LIMITS , (FINAL)

WI0001309:  Kohler Company (Page 1 of 3)
                                                       Abstract Date:
.  Draft Permit
April 27, 1989
       Pollutants
                                       Avg./Max. Limits and Units
                                                                         Monitoring
Flow
Antimonv (Total)
Bervllium "
Cadmium "
Cocker "
Lead "
Silver
Cvanide (Amenable to ch
Cvanide (Tota: ;
Total Hardness
TSS
DH - ,
Flow
Cadmium (Tpt?
Chromium n
Cooper "
: 001 rmonitor onlv -To^al Dai
: * 444/1300 ug/1 	 • . 	 	 *l/m gra
: rl.3/ — " . n n
: :6. 4/22.0 " . « n
: i 71. 8/84.0 " ! " n
' ' £. / • //~™* • . ft n
: :2. 0/19.6 " ! » n
lor inat ion) 10. 0/44.0 " . » n
_i 	 :monitor only . n n
: ..-",....,' . n n
: : 25/50 nu/1 -l/w oral
x :6.0 - 9.0 . " •>
_J 	 101^ :monitor only 	 	 	 .ip^^g-^ Pa|-
s :0. 26/0. 69 mg/1 -1/m 24-hr
s :1. 71/2. 77 " \-$/v n
s :2. 07/3. 38 " . " "
ly.









KT 	




-------
                               EFFLUENT LIMITS  (FINAL)
WI0001309:  Kohler Company  (Page 2 of 3)
                                                 Limits and Units
Monitoring
Jb'OXJ.UCeUUi
Lead (Total)
Nickel 	
Silver 	 : 	
Zinc 	
Cvanide "
Total Toxic Orga
Oil and Grease__


Flow 	
Conner (Total)
WI«qASl- * A VUCTJ. >
Lead "

Total Phenols__


Copper (Totall_
Total Phenols
fVvirvav fTVit'al ^
»-__a n
Zinc "
Total Phenols 	
p£l and Grease
TSS
Flow
Zinc "
Trnn "

EH 	 _
Flow
Chromium (Total
**Qgtfall 301A


• 101 :0T43/0.69 ma/1
	 1 	 :2. 38/3. 98 	 j! 	 . 	 —
	 • 	 ;0.24/0»43 	 ; 	 : 	
- :1. 48/2. 61 "
• -0.65/1.20 "
nics t :— /2.13 "
-26/52 "
• 31/60 •"
: :6.0 - 10.5
	 • 201A : monitor on,.y 	 : — : — ; 	
: 0.016/0. 029 ka/d
:0. 026/0. 053 " 	 ' - •••' 	 	
•0.037/0.98 " 	 .
	 _. 	 -Q. 03/0. 086 "
	 ; - 	 jl.5/3.81 " --.— • 	 — 	 —
	 . 	 j7^0 - 10.0 :_ 	 - 	 	
	 • 201B ; monitor onlv 	 -.. • 	 —
	 ; ; 0.0086/0. 016 ka/d 	 	 	 .
	 	 • 	 ; 0.015/0. 029 " 	 ; — ; 	
: :0-02/0.054 n
	 ; 	 iQ. 016/0. 048 " • . 	 	
	 ; 	 ;Q. 54/1. 68 " 	 - ••' 	 — —
	 ._ 	 ; 0.82/2. 09 " ^^ 	 	 	 	
	 ? ;7.Q - 10.0 	 ^__ 	 _
	 ; 201C tmonitor only 	 ; 	
: 0.005/0. 009 ka/d
	 . -Q. 012/0. 024 " 	 	
T017/0.045 	 	 	 ; 	
- -0.009/0.027 ' "
: -0-31/0.92 "
: :0. 46/1. 16
	 ; 	 i7.Q - 10.0 	 -- 	
** 301B :monitor only 	 	 : 	 	
) • :0. 12/0. 42 ma/1
	 ; 	 -n.1?/nT15 " ' .
:0. 75/1. 41 "
-0.41/1.33
-1.8/4.55 "
rO-51/1.23 "
:monitor onlv ^ 	 	
401 imonitor onlv 	 ^ 	
> -0.0027/0.0065 ka/d
: 0.0019/0, 0023 «
jjjist be monitored for the same parameters and at the
hnw<=.wr no limitations have been placed on 301A. 	 _

•£ • • • '-- •..:'.-
s3/w 24-hr comp

3/w "
../m " ....
" arab
3/w "
" 24-hr come
1/d continuous
Total Dailv
/y 24-hr como



" 24-hr como
/d continuous
-"o1;al Daily
•1/w 24-hr corno
-1/m
:1/W arab •
• " 24-hr como
s 1/d continuous
:Total Dailv
. . n n
sl/m- "
• 1/w arab
j_" 24-hr come
•1/d continuous
•1/w 24-hr como

	 i-H — •"• — ^-'
i Total DailiL 	
://w 24— hc_tLWiM




-------
     •'.._•'        :         \    EFFLUENT,LIMITS  (FINAL)



WI0001309:  Kohler Company  (Page 3 of 3)



       Pollutants         Outfall      Ayg./Max. Limits and Units

ickel (Total)

Aluminum. "
Iron (Total) '
Oil and Grease
TSS
DH
Flow
Chromium (Total)
Lead ..-••«•
Nickel "
Zinc -.".'••
Aluminum "
Iron
TSS
DH
Flow
Cadmium (Total)
Chromium "
CoDoer
Lead «
Nickel —
Silver "
Zinc
Cvanide
Total Toxic Oraanics
Oil and Grease
TSS "' . _,
DH
Flow
Cadmium" "(Total)
Chromium "
Copper
Lead "
Nickel "
Silver
Zinc "
Cvanide "
Total Toxic Oraanics
OJ.1 and Grease
TSS, '
DH
' .. ' " .',: -
."."-•-. • ; .
•



^} •-:.: . ;, •.-,••>•,--•. >•••••••• •••..-. •• ,
401 :0. 015/0. 022 ka/d
=0.0087/0.02 "
sO,0288/0.07 "
iO. 0097/0. 019 ka/d ,-
:0. 102/0. 17 ?" .
•: 0.17/0 .35 "
:7.5 - 10
501 rmonitor onlv :
: 0.12/0. 42 ma /I
:0.12/0.15 "
iQ.75/1.41 "
ifl.41/1.33 •• "
:1.8/4.55
: 0.51/1. 23 "
s monitor only
1-7-.5 - 10
601 rmonitor onlv
:0. 26/0. 69 ma/1
:1.71/2.77 "
:2. 07/3.38 "
:0. 43/0. 69 "
:2.38/3.98 "
jQ. 24/0. 43 "
:1. 48/2. 61 "
:0. 65/1. 20 "
:— /2.13 »
:26/52 "
:31/60 "
:6.0 - 10.5
701 :monitor only
iO. -26/0. 69 ma/1 .
jl. 71/2, 77 "
:2. 07/3. 38 "
:0. 43/0. 69 "
:2. 38/3. 98 "
:0.24/0.43 "
:1. 48/2. 61 •«
: 0.65/1. 20 "
:— /2.13 " • •'• • -.-•;.-
:26/52 :"-.'-
:31/60 -'"---
:6.0 - 10.5

... .•-..-..•• - . • • .• . . < . • • •
......-, ,. . . - ,
-•• • 'i'y .-••:. "•:• ' .-:•--

' - ' :-•'•-.-.• ' ' - • - •" : •" • - -.• .

;2/w 24-hr comp
.•-..'•--'*.'».- . " , :
• . .i, . n ^n .,;,.
:2/w 24-hr comp
-•...-. " - »
. n n
:l/d arab
: Total Dailv
:l/m 24-hr comp
il/W

•1/w "
•1/m • "
• 1/w - "
. n it
: " arab
: Total Daily
:l/m 24-hr comp
•". ," " ;
:2/w ."- .
..-.«. n ,
:l/m : "
. n n
:2/w
:l/m "
r " arab
:2/w
: -"'• 24-hr comp
:l/d continuous
rTotal Daily
: 1/w 24-hr comp
:2/w "
. n n
. n n
:l/w "

:2/w "
:l/m "
: " arab
:2/w "
: " 24-hr comp
: 1/d continuous

. • = --
: .'•''. •... •'..•' /
•
.••-..- . . " --• •
• .

-------
WI0002798:  Superior Fiber Products. Inc.. in Superior,  produces hardboard form aspen
logs using the wet manufacturing process  (SIC 2499).  The final product is  <
characterized as Smooth-One Side, and is used for garage doors, table tops, and other
additional furniture.  The facility is in the Timber Products Processing Category
(40 CFR 429) and discharges 10,000 gpd of process wastewaters and 670,000 gpd of
vacuum seal pump water and noncontact cooling water into. Superior Bay.   Wastewaters
are treated in two settling ponds, and neutralized  with caustic soda prior to
discharge via Outfall 002.  The effluent limitations for BOD are based, on the. proposed
SEE effluent guidelines. TSS is from the previous permit, and the remaining parameters
are based on water quality criteria.  Acute toxicity tests are required on a quarterly
basis for two years  and annually, thereafter.  Chronic toxic ity tests must be     ,
conducted every six months on  effluent concentrations of 100%, 30%, 10%,  3%, and  1%.
The State is in the process of determining the mixing zone and.the,Instrearn Waste  .,  r
Concentration.  Upon completion, the chronic tests will use a control, .the TWC, and be
conducted quarterly.  At least two species must be  used for each test.  The permittee
is required to perform a  Toxicitv Reduction  Evaluation.                ,
Effective Date:  September 9, 1988
Expiration Date:  June 30, 1993
                   Final Permit
Abstract Date: /April 27,  1989
                                EFFLUENT LIMITS  (FINAL)

 WI0002798:   Superior Fiber Products,  Inc.           V,
                                                                          Monitoring
jC-yj. j.u ucu i L.O
Plow
BODS
rpqq

r>H
Oil and Grease
Zinc
Total Hardness





: 002 :monitor only :
• : 1359/2603 kg/d
• : 340/680 "
. — 732 c
: :6.0 - 9.0
: :monitor onlv
. . **
. . n
. . • . • -
« . '"'•:•
. •
: :

(l/d continuous
" 24-hr COITID
•-"• " ,
grab :-v..
: n n
I/in grab
,JL/q 24-hr comp
n n





-------
WI0002810:  The Nekoosa Packaging Corporation, in Tomahawk, produces sodium-based
neutral sulfite semi-chemical pulp from hardwood logs and waste paperboard (SIC 2631).
The pulp  is used to produce the paper  which serves as  the corrugated center medium  in
cardboard.  The annual average paper production, at 10% moisture,  is  1177 tons/day.
This  facility  is  in  the Pulp. Paper,  and Paperboard Category (40 CFR  430).  The
permittee has. five outfalls .and are described as follows: 001 is the emergency
overflow  from the south  sump (raw wastewater); '.003  is 4.3 mgd of tr.eated. process
wastewater  from Lagoon No. 4;  004  is 9.1 mgd of noncontact cooling.water; 005 consists
of the seepage from  the lagoons to the ground water; and 009 discharges  0.001 mgd of
stormwater  drainage  from a. ditch.adjacent , to Pond No,. 4,..  All outfalls,  except 005,
empty/into  the Wisconsin  River (Lake Mohawks in).   Wastewater is treated in'a series of
four  lagoons.  The first lagoon is operated under anaerobic conditions'and provides
BCD reduction, and solids settling.  The .second lagoon  has six surface aerators and  the
third and fourth lagoons are  used  for  stabilization.  Effluent limitations, are based
On the categorical effluent.guidelines, water quality  criteria, and those for BCD5  and
TSS reflect those in the previous permit.  Limits for  Outfalls 001 and 003 are
variable with  respect to ammonia, BODS, and Dissolved Oxygen.'  Daily, maximum ammonia
limits are temperature/pH dependent and are listed in a matrix contained in ,the
permit.   They range from 1005.2 mg/1  (T = 0-5; pH.= 6.0-6.5);to 0..59 rag/1 (T =40.1-
45.0;  pH = 8.51-9.0).   BOD5 limits are dependent on river flow, and  temperature between
May 1 and October 31, and range from 1500 Ib/d ,(T >  80 F; flow < 800 cfs) ,to
18,152 Ib/d (T <. 50 F;  flow < 800, cfs;  or T > 80 F; flow > 2801 cfs).  The permittee
may-discharge  BOD5 independent of  the  abovementioned if the daily average dissolved ./
oxygen concentrations downstream from  001 and .003 meet the minimum levels, (range of
5.10 - 5.36  mg/1)  listed  in the permit.  For the first two years, quarterly abbreviated
chrpnic toxicity igafcs, using Ceriodaphnia. _must be performed on a control, the IWC
(3.6%), and,100% effluent.  After two years, testing may be reduced to an-annual  •
basis.  Quarterly acute toxic ity tests, using Ceriodaphnia. Daphnia magng or Dj. pulex.
and fathead minnows  are required with  a control,and 100%, effluent.  Should one species
consistently (three consecutive tests)  prove to be the most,sensitive  species,  further
testing may be limited to  that .species only.  Due to seepage into the groundwater, a
groundwater monitor ing. program is. included in the permit.                            .
Effective Date:  September 16, 1988
Expiration Date: .June 30, ,.1993 ".„
Abstract; -.JDaJte:
  Final Permit
April 24, 1989
                               EFFLUENT LIMITS (FINAL)
WI0002810:  Nekoosa Packaging Corporation  (Page 1 of 2)

       Pollutants ,. ..,    .  Outfall
' ' "•'""' ."••"•'••• ' '
Flow
BODS .
TSS . . .. . .' , .
PH
Flow •:-.-•
BODS .- ,
TSS :..
pH
Temperature
Ammonia (Until 12/31/90)
JAs of 01/01/91L,
Copper (Total)
Cadmium "
Lead «

001 * :monitor onlv
: 10, 579/21. 158
: 13. 376/26. 752
i6.0 - 9.0
•003 :monitor onlv •
: 10. 579/21. 158
=13.376/26.752
:6.0 - 9.0
- :monitor only
• "

Ib/d
n


lb/a .;•
ii



:Daily max. determined from matrix

• " , '


- . : " (Effective until 12/31/90)
••• -s— 713.14 ma/1
(As of 01/01/91)
:continuous
:2/h represent.
. n n
: " grab
:l/d continuous
: " 24-hr como

: " continuous
. n n
:l/m 24-hr comp
. n n
. n n
.n . n
.11 n
. " n
 *Discharge is limited to short-term situations caused bv unavoidable mechanical
  breakdowns.

-------
                               EFFLUENT LIMITS  (FINAL)
WI0002810:  Nekoosa Packaging Corporation  (Page 2 of  2)
                                       Ava./Max• Limits and Units
Monitoring

Zinc (Total) :
4 , 6-D in i tro-o-crespl •
P-chloro-m-cresol :
(As of 01/01/91) :
Hardness (Total) :
Effluent Toxicity :
Total Kneldahl Nitrogen :
Nitrate + Nitrite :
Tofcal Phosohorus :
pH 	 :
: monitor only
• " i ~
" (Effective until 12/31/90)
:No detection at 10 ug/1
smonitor only
• • .
: " (monitor May - October)
. •» f " ." " )
. it ( n n "•)-.-.
:6.0 - 9.0
Flow rlnfluent** monitor onlv
rpqq
Tot-al Conner *** r
Total Iron *** :
Oil and Grease s

Flow : 004
Temoerature :
Flow (Hvdraulic Seeoaae) : 005
FJ,OW 	 ; 009
D issolved BCP5 	 ; 	
Dissolved CCD :
Dissolved Oraanic Nitrogen
Dissolved Ammonia :
Dissolved Nitrate +.. Nitrite
Dissolved Sodium :
Dissolved Alkalinity ;
Total Dissolved Solids :
Soecif ic Conductivitv j

: 74/367 kg/d (30/100 ma/1)
:4/4 " (]. 0/1.0 ." )
s4/4 " (1.0/1.0 " )
: 37/73 " (15/20 " )
:6.0 - 9.0
tmonitor only
:— /140 F
:monitor onlv -—- — .
. i
» , " - ,
n
• -
n
• • .
n
•
n , . .
n ... ;-•'••..
n
TyROmFi-MENTS FQR GRQUNDWATER MONITORING WELLS ' 	 __

ScojjpgJWflter' Elevation ?
Dissolved BODS 	 "
Dissolved COP 	 ;
Dissolved Organic Nitrogen
Siissolwd Ammonia :
Dissolved Nitrate + Njtr ite
Dissolved Sodium 	 ;
nieicol vpd AlkalinitV ?
To^l Dissolved Solids ;
Srx^aific Conductivitv :

Color i

tmonitor only — — , 	

: (1)
. n
n
• ** .• •
:2.0 mg/1 (Preventive Action Limit)
r (1)
• - . .
•250.0 ma/1 (Preventive Action Limit)
: (1)

:7.5 color units (PAL)
* . •
. •




**In fluent flow monitoring to
fro the wastewater treatment
m Limits will be calculated.

^P
L/m 24-hr comp
n n
•-".--. r ."'. ...
n n
it , ti
see narrative
L/m 24-hr comp
II II ,,
" "
n n
Total Dailv
l/d 24-hr comp
n n
it n
" : qrab
n n
Total Daily -
l/d continuous
1/m estimated
1/q . " • •
arab
It II ... . . •:. '
' ' 	 	 • — . 	
II W,
' ••'• '- •" 	 ' A
' " •
n " ^^^
" "
n n
n n
n n

1/m arab
n . n
n n
n n
n ii
it n

n n
.
n n
n it
n n






m^
be performed on raw wastewater and ±eacnate aiscnargeg — ^pp
_gystem. • ' • -- 	 •— — 	 	 •— 	
after the State evaluates exist?ncl d?ta-


-------
 WI0003620:  Nekoosa Papers,  Inc^. operates a wastewater  treatment facility that treats
 effluent from both the Nekposaand Port Edwards pulp and paper mills  (SIC 2611, 2621).
 The Nekoosa facility has a bleached kraft pulping operation and  the Port Edwards     - '*
 facility has a. magnesium-based sulfite pulp mill.  Both facilities are in the Pulp.
 paper, and Paperboard Category (40CFR 430) and manufacture writing grade papers.  The
 company has nine outfalls/ eight of ,which discharge': to  the  Wisconsin Rjvg£/and
 Outfall 005 discharges to the groundwater from the alum sludge dewatering system.  The
 following is a description of the outfalls: 001 is the emergency overflow  for  the
 Chlorine dioxide lift station; 002 consists, of 31.9 mgd from the joint wastewater
 treatment system; 003 is an  emergency overflow for the  No.  8 paper machine clear
 sewer; 004 discharges Port Edwards noncontact turbine cooling  water; 005  is the
 seepage from the alum sludge settling basin;  006  discharges once-through noncontact
 cooling water from the Nekoosa mill;  007 is an emergency overflow  for  the Port Edwards
 bleach plant;  008: is an emergency overflow used during a lift pump failure at the
 Nekoosa mill; and 009 is the emergency overflow used during a  lift pump failure at the
 Port Edwards mill.  Outfalls 001,  007,  008, and 009 are only emergency outfalls
 through which raw wastewaters are discharged in the event of mechanical failures.  In
 the event of an overflow, the discharge must  be sampled no  less  than once per hour.
 Total quantities discharged  may not exceed the effluent limitations. Wastewater
 treatment consists of primary clarifiers. two settling lagoons where nutrients are
 added,  an activated sludge system,  three secondary clarifiers. and a foam pond.
 Primary sludge is mixed  with thickened  secondary  sludge, and dewatered in coil
 filters.  The sludge is monitored according to the Sludge Management Plan prior to
 land-application.   Effluent limitations are water quality-based limitations.  Daily
 maximum ammonia limits are pH and temperature dependent and are  listed in a matrix
 contained in the permit.  Maximum daily wasteload allocations for BOD5 are temperature
 and river dependent, and  are  also listed in a  table.  Quarterly abbreviated chronic
 toxicity £g§£s are required for two years and annually beginning one year prior to
 expiration.  The  tests must use fathead minnows and Ceriodaphnia/in treatments
 consisting of a  control, the  IWC  (14.5%), and  100% effluent.  In  lieu of obtaining, an
 acute value from the abbreviated chronic tests, the permittee may elect to eliminate
 the 100% effluent treatment and perform acute toxicity ±g§£s_ at the same frequency as
 the chronic tests, using three species.  The acute tests must use treatments
 consisting of a control.and 100% effluent treatment.  With either test type,  should
 one species prove  to be the most sensitive in three consecutive tests,  :the other
 species may be eliminated,  A Toxicity Reduction Evaluation  may be required should the
 effluent  prove to be toxic.                                      ,

 Effective Date:  ^September 29, 1988                                       Final Permit
 Expiration Date*; , June 30, 1993     .           ,   .,   ^ Abstract Date:   April  25,  1989

                               EFFLUENT LIMITS (FINAL)              .

WI0003620:  Nekoosa Papers,  Inc. (Page 1 of 2)          ,/•                          '

       Pollutants
---..••-..,- s s ',•••- . . ..-•• • • • • . • . - '
Flow 001
BODS
TSS
Temperature
PH ' ; •-.
Total Kne..dahl Nitrogen
Nitrite and Nitrate
Tota... Phosphorus
.002.007.008.009 monitor only
: •-7172/13.808 kg/d
: ; : 12. 232/22. 764 "
; 	 :monitor on:.v
: :5.0 - 9.0
: tmonitor only
. . n
•.. n • • .-'••'.,-
; 1/d continuous
•-'•.-. V" , 24-hr COTTTO
-• • -:., •• . -.•«"; " • n'
. " continuous
. n n
il/m 24^-hr comp
. n n
. n n

-------
WI0003620:  Nekoosa Papers. Inc. operates a wastewater  treatment facility that treats
effluent from both the Nekoosa and Port Edwards pulp and paper mills '(SIC 2(511, 2621).
The Nekoosa facility has a bleached kraft pulpirig operation and the Port Edwards
facility has a magnesium-based sulfite pulp mill.  Both facilities are in the Pylp,
ESBgEi snsl Paperboard Category (40 CFR 430)  and  manufacture writing grade papers.  The
company has nine outfalls, eight of which discharge to  the Wisconsin River,  and
Outfall 005 discharges to the ground water from the alum sludge dewatering system.  The
following is a description of the outfalls: -001  is the  emergency overflow for the
Chlorine dioxide lift station; 002 consists of 31.9 mgd from the joint was'tewater
treatment system; 003 is an emergency overflow for the No. 8 paper machine clear
sewer; 004 discharges Port Edwards noncontact turbine cooling water; 005 is the
seepage from the alum sludge settling basin; 006 discharges once-through noncontact
cooling water from the Nekoosa mill; 007 is an emergency overflow for the Port Edwards
bleach plant; 008 is an emergency overflow used during  a lift pump failure at the
Nekoosa mill; and 009 is  the emergency overflow, used during a -lift pump failure at the
Port Edwards mill.  Outfalls 001,  007, 008, and 009 are only emergency outfalls
through which raw wastewaters are discharged in the event of mechanical  failures.  In
the event of an overflow, the discharge must be sampled no less  than once per  hour.
Total quantities discharged may not exceed the effluent limitations.  Wastewater
treatment consists of primary clarifiers. two settling lagoons where nutrients are  -
added, an activated sludge system,  three secondary clarifiers, and a foam pond.
Primary sludge is mixed with thickened secondary sludge, and dewatered in c_c>il
filters.  The sludge is monitored  according to the  Sludge Management Plan prior to
                    Effluent limitations are water  quality-based limitations.  Daily
                 .
maximum ammonia limits are pH and temperature dependent and are listed in a matrix
contained  in the permit.  Maximum daily wasteload allocations for BOD5 are temperature
and  river  dependent and are  also listed in a table.  Quarterly abbreviated chronic
tpxicity tests are  required for  two years and annually beginning one year prior to
expiration.  The tests must use  fathead minnows and Ceriodaphnia in treatments
consisting of a  control,  the IWC (14.5%),  and 100% effluent.  In lieu of obtaining an
acute value from the abbreviated chronic tests, the permittee may elect to eliminate
the  100% effluent treatment and perform acute toxic itv tests at the same frequency as
the  chronic tests,  using  three species.  The acute: tests must use treatments
consisting of a  control and  100% effluent treatment.  With  either test type, should
one  species prove to be the  most sensitive  in  three consecutive tests, the other
species may be eliminated.  A Toxic itv Reduction Evaluation may be required should the
effluent prove  to be toxic.
 Effective Date:  September 29,  1988
 Expiration Date:  June 30, 1993
       .  : •   ,     Final Permit
Abstract Date: A:April  25, 1989
                                EFFLUENT LIMITS (FINAL) .
 WI0003620:  Nekoosa Papers, Inc. (Page 2 of 2)
                                                                          Monitoring
f



Thalliun

2.3,7,8-
2,3,7,8-
Plow
fr *VYT
Temperat
PH 	
oj-JLutants ^uutoj
	 001, Q02.Q07. C
(TTpHI 12/31/9Q) :
(&p of Q1/Q1/9D ;
i (tihfrU 12/31/90)
fog r>f 01/01/91) ;
•TCDD :

; 004

_ 	 ; 	
<
108.009 	 : 	 	 1
:monitor only ' , ,. __ — ; — 	 , 	 ,
•Listed in table (page 7 of permit)
rmonitor on.lv 	 -, — __ 	 >
: 36. 3/141 ug/1
:monitor only • 	 	 —>
«
:monitor only 	 	 . 	 .—>
. — 749 c
. — 730 ma/1 	 _.
:6.0 - 9.0 	 ' 	 : 	


Ll/m 24-hr corno



1/q " „.

1/d continuous
^—^b 	


-------
 WI0037991.'  Consolidated  Papers -.JJKU/ in Wisconsin Rapids, operates the Water  Quality
 Center  (WQC) which is a biological wastewater treatment facility that treats pulp and
 paper mill  process wastewater from the Biron, Kraft, and Wisconsin Rapids Division's
 These three facilities, which fall under  the Pulp. Paper,  and Paperboard  Category  (40
 CFR  430), manufacture pulp,  enamel,  printing papers, and  paperboard (SIC  2611,  2621,
 263.1) from,  waste paper.  Wastewater  from  the Pfizer, Inc. Precipitated Calcium
 Carbonate Plant. is, also treated.  Outfall 001 is the main discharge from  the WQC aid
 consists of 19.6 mgd  of  process wastewater from the  three divisions of Consolidated
 Papers and Pfizer, Inc.  .Outfall 010 is.2.8 mgd of stormwater and noncpntact cooling
 water from  the Kraft division.  Outfalls  Oil,  012,  and 013 discharge  11.1 mgd,  11.9
 mgd, and 2.4 mgd,  respectively,, of stormwater, seal  water, and noncontact cooling
 water from  the Biron division.  Internal Monitoring Point 112 samples the Biron
 deculator precondenser and vacuum pump  seal waters.   Outfalls 014 and 016 are
 emergency outfalls for process wastewater from the Biron and Wisconsin Rapids
 divisions, respectively.  Outfalls 015,  017, and  018 consist of  seal pump water and
 noncontact cooling water.  All outfalls empty into the Wisconsin River.  The treatment
 facility consists of influent neutralization, primary clarification, extended
 .aeration, and  secondary, clarification.  Primary and  secondary sludges are thickened.
 chemically conditioned and dewatered by one of three belt presses.  The sludge is
 hauled to a landfill site.  Effluent limitations are based on NSPS effluent
 guidelines,, -wasteload allocations for BOD, and water quality-based  ii™if.« were
 determined necessary for cyanide and Bis  (2-ethylhexyl) phthalate.   Land-applied•
 sludge, must,be monitored  in accordance with the Sludge!Management Pl^n.'  Quarterly   '
 abbreviated ..chronic toxicity igs±s are required for  two years and annually beginning
 one year prior to  expiration.  The tests must use fathead minnows and Ceriodaphnia in
 treatments consisting of a control, the IWC  (10.4%),  and  100% effluent.   In lieu of
 obtaining an acute value from the abbreviated, chronic tests,  the permittee may elect
,to. eliminate the 100% effluent treatment and perform  acute  toxicity tests  at the same
 frequency as the chronic tests, using three species.   The  acute  tests must use
 treatments consisting of a control and 100%  effluent  treatment.  With  either test
 type, should one species prove to  be  the most sensitive in three consecutive'tests,
 the other species may be eliminated.  A  Toxicity Reduction Evaluation may"h^ required
 should  the effluent prove to be toxic.                       ^  ~~"           ^
   v                                                            -  ' -       '   =
 Effective Date: .August  22, 1988                   '         r"            Finai Permit
 Expiration  Date: June 30, 1993                  .:     .Abstract Date:  : April  25, 1989

 ,  :,;.    ,   ,:   .;       _     EFFLUENT  LIMITS "(FINAL)     ";'""'"/'•'          '   •'"

 WIpp37991:   Consolidated Papers, Inc.  (Page  1 of 2)       -   -    -   ,          ".'>-'.-.

       Pollutants
. — • i • 	 — ~-. -i ./ J..M-I-,>. » j-ijjn^.uo mm UIIJ.L& J.viUIlJ.tOr UK?
Flow orn.n-
BOD5
TSS :
Temperature :
pH .
Total Kneldahl Nitrogen •
Nitrite and Nitrate i
Total Phosphorus •
Ammonia :
14,016,112: monitor onlv
: 7747/14. 872 ka/d
: 13, 567/25. 256 "
: — /40.6 C
:5.0 - 9.0
:monitor only
n ~
it ~^
n
;l/d continuous
; " 24-hr pnmp
.n n
; " cont-innnns
. « n
•1/m 24-hr comn
. n n

.n n
2.3.7.8-TCDD i : " O /rr nnmr,
2.3.7.8-TCDF .
. n
. n n

-------
                               EFFLUENT LIMITS  (FINAL)




WI0037991:  Consolidated Papers, Inc.  (Page 2 of 2)
                                                                          Monitoring

Plow
f JiVTT
renpei
BS 	
Plow
Z£>TOD£1
BH 	
Plow
BQD5

FlQW
OH KS'
Plnw
BODS
TSS
Flow
.*,WlfcS£,
Plow

r«
	 ; OIQ ;monitor only — 	 — «.
-afurp : :— 748.9 C
: :6.0 - 9.0
	 011.012.013tinonitor only 	 : — 	 _ 	 «
rature • * 748.9 C
	 _j 	 ; monitor only 	 : 	
	 ; 014 ; 	 " 	 : . - •• - 	 	 _ 	
• :- 711.340 ka/d
	 t 	 ; monitor only 	 , 	 : 	
	 ; 015 i 	 : -• -- • 	 ; 	 _ 	 	
eature • :~/40.6 C
: :6.0 - 9.0 '
	 ; 016 ;inQnitor only ....-: 	
j s — /10.200 ka/d
	 ^__ 	 ; 	 ^monitor only 	
	 : 017 ; 	 " 	 ; 	 • 	 . . • • 	 -
*- • • /35 C '
	 • 	 ;monitor only 	 	 	 	 —
	 •_ 018 ' •- " 	 — 	 	 •
rature * * — /48.9 C
. s6.0.- 9.0
*^ . . . •'.,•••.'-•-.•:
. . ..-.-.• - - :


• : :




. .

l/d. estimate
" arab



* conp
.*.. "
" arab







* Total Bail
Y
* como
* -••."•;:•..
" arab



\/f\ continuous
" arab












1 . • - ' ' ' • -
*Moni
if-nr-fna required only during periods of discharge. — . 	 _ — _______^_ 	 .;.:"

-------
WI0043583:   The Wisconsin Electric Power Company Pleasant Prairie Power Plant is a
coal-fired steam electric  power plant  (SIC 4911) consisting of two operating boilers
and _ steam-turbine  generator  units, each with an output Of 580 megawatts.  This
facility, is  in the S.team Electric Power Generating Category (40 CFR 423) and
discharges to Lake .Michigan  through  the main outfall (001).  Outfall 002 is the bypass
from  001  for intake deicing and Outfall 003,  which discharges to Jerome Creek.
consists  of coal pile runoff basin emergency overflow.  A discharge from 003 is
S'iS^f? only when  the storm event exceeds a 10-yr, 24-hr  storm event.  The  flow from
Outfall 001 ongoiiates from  four internal pufefalls:  101 consists of 2.2  mgd of cooling
tower blowdown; 301 discharges 1.2 mgd of low volume wastewater; 401 is 0.845 mgd of
coal pile runoff;   and 501 consists of 0.472 mgd of metal cleaning wastewaters.
Outfalls  301, 401, and 501 are treated separately in the neutralization-pr^ipitation-
ged^entation facility,  which consists of solids-contact clarifiers and  a AJgi^gt^"'
                                                 Effluent .limitations  are
Effective Date:  To be issued
Expiration Date:  March  31,  1993
                                                                          Final Permit
                                                       Abstract Date:   April 21, 1989
                            ,   EFFLUENT LIMITS (FINAL)      '        •

WI0043583:  Wisconsin Electric Power Company - Pleasant Prairie Plant

   :    Pollutants         Outfall      Ava./Max.  Limits and Unffrg
                                                                         Monitorina
	 • T-T — --» 71 •/ ^..M-*^* j-i^in-i.^^ qim wii.n^a iTwjrij.L.ut ma
- - - - • • :»._-. . . , . . •-._••-
Flow . 101 rmonitor onlv
Temperature
Intake Temperature
Free Available Chlorine
DH
Chromium **
Zinc
CoDoer
Hardness
Other Prior itv Pollutant
Flow
TSS . - __,
Oil and Grease
DH
Flow
TSS
Oil and Grease
oH _,
Flow
TSS . . • :
Total Copper **•*
Total Iron ***
Oil and Grease
.''••," . - - . .-..-•.•
• 1/d co t '
." n
: :--.".- -..-.•••--.. . ,,v. , .n.. .- n
:0.2/0.5 ma/1
:6.0 - 9.0 •
:0. 2/0. 2: ma/1
•1.0/1.0 "
t 	 - :monitor onlv
• n - - < . - • -' * •- -
•1/w arab
. n , ' .* n
; " 24-hr comn


9 n n
	 : 	 :No Detectable Amounts when used "
301 :monitor only -Total n?Hiv
:74/367 ka/d ^30/100 ma/lK
s37/73 ... " (15/20 " V
:6.0 - 9.0
401 :monitor only
:-- /183 ka/d -.f— /SO ma/1)
.__/55 n f— /20 "•-, V
:6.0 - 9.0
501 rmonitor only
:74/367 ka/d (30/100 ma/lV
:4/4 " (1.0/1.0 " V
:4/4 " (1.0/1.0 " )
:37/73 " (l^/9n « \
DH • i .' :6.0 - 9.0
*Not to be discharaed more than two hours per dav.
**If there is no addition of coolina tower maintenance chemicals conta
_ — in__other than trace amounts, monitor ina will not be reauired . howe>w»
-imitations will remain in effect.
***Monitorina onlv reauired when metal cleaning wastes are beina treate

; 1/w 24-hr corno
; " ' qrah
. n n
; Total Daily
; 1/w 24-hr comp
: " grab

; Total Daily
;l/d 24-hr como
.n n
. n n
; " grab
. n n

in ina chromium
r, effluent

d and


-------
WI0054500:  Metallics,, Inc. of Onalaska,  performs stamping, lithographing,  and metal
finishing operations in the production of metal nameplates and decorative trim (SIC
3479).  The facility is in the Metal  Finishing Category  (40 CFR 433)  and discharges,
0.0208 mgd of metal etching and anodizing wastewaters to Halfway Creek.  Pollution
abatement consists of neutralization, flocculation. sedimentation, and eressure
filtration.  The combined plant discharge is via Outfall  003,  however,  the  limitations
and monitoring requirements apply to  the separate internal monitoring points
designated as Outfall 103 for the treated process wastewater and Outfall 203 for-, the
noncontact cooling water.  Effluent limitations  are based on water quality.
considerations.  The permittee has been given interim limits until the additional
treatment equipment has been fully installed and tested.  Daily maximum .ammonia limits
are pH and temperature dependent.  They are listed in the permit in the form of a
matrix and range from 1.6 mg/1 (T =  20.1-22.0; pH .=: 8.81-9.0) to 229.0 mg/1 (T <_12, C;
cH < 7).  Acute toxicitv tests  are to  be performed on a combined sample from Outfalls
103 and 203n?sin?T^nt?ol and  100% effluent.  Two tests must be performed within  .
180 days of commencing discharge  to Halfway Creek, and three species must be used, it
toxicity  is found, the tests must be  continued on a  quarterly  basis.  If one species
is clearly the most  sensitive for three consecutive tests, further testing maiy be
limited to that one species.  A result of less than 50% survival will be indicative of
acute toxicity.  Should the discharge prove to be acutely toxic, a Toxicity. Induction.
Evaluation may be required.                                                 -        •
Effective Date:  June 30,  1988
Expiration  Date:   December 31, 1992
                                          Abstract Date:
  Final Permit
April 25, 1989
                               EFFLUENT LIMITS  (FINAL)
 WI0054500:   Metallics,  Inc.  (Page 1 of 2)

        Pollutants         Outfall      Avg.
                                  . Limits  and Units
  Monitoring
                            003   ;monitor only
                                                                              Daily
 LIMITS
IVB UNTIL AUGUST 31.  1989
                                  ^monitor only
                                                          ;Total Daily
                                                                        ;l/d   grab
                                  !6.0 - 9.0
                                                           1/d continuous
                                  •31.0/60.0   mg/1
                                                                             24-hr como
 Antimony (Total)
                    imonitor only
                                     746.9   ug/1
                                   il.71/2.77   mg/1
 yfex.ayalent Chromium
                    tmonitor only
        (Total
                                   ! 329.0/690.0
                                         .98   mg/1
 Silver.
                    ^monitor only
                    :--/948.0
                                              ug/1
 Cvanide
                                  imonitor only
                                   • 26.0/52.0   mg/1
                                                             m   grap—_;

                                                               24-hr eomp
                                   ;monitor only
                                   400.0  ma/1  minimum
 Total Toxic Organics_
                    t—/2.13
                      •formed
                   :y other production

-------
                      "         EFFLUENT LIMITS  (FINAL)

WI0054500:  Me tallies , Inc.  (Page 2 of 2)


       Pollutants         OutfalL      Avg. /Max. Limits
                                                             Unit
                                   17.5/55.0   ug/1
                                                                          Monitorina
LIMITS EFFECTIVE AS CP
Flow
Temperature
DH
Antimony (Total)
Beryllium "
Cadmium
Chromium (Total)
Hexavalent Chromium
CoDoer (Total)
Lead
Nickel " :
SEPTEMBER
: 103



•
•

•
•
•
•
1. 1989 ' ""
;monitor only ;Toj-^l Daily
: " -l/fl nrah
:6.0 - 9.0 .I/a r-nnt-innnne;
: — 71.625 ma/1 ; '~ ' , .i/m " -
:13. 7/291 uaA > • .2/m"'": " "
:— /46.9 ua/1 •-. -l/y "
i 1.71/2. -77 ma/1 \2/v "
: — /40.0 ua/1 -1/m "
:— 7164.0 " . * n
: 329. 0/690.0 ua/1 	 .?/v n
: 2. 38/3. 98 ma/1 . " «
                                                                        . O/n
 zinc
                                 ;—7948.0   ug/1
Cyanide
                                 ;12.4/55.0
                                                                        .O/n
 Oil and  Grease
                                  26.0/52.0
Fluoride
                                   •710.0
Ammonia  (May - Oct.)
                                 ;21.9/**
          (Nov.  - April
                                 ;101.07**
Total Hardness
                                 ;400.Q  ma/1  minimum
                                 ;—/2.13   ma/1
Total Toxic  Oraanics
                                                                        il/V
Flow
                           203   ;monitor only
                                                                        ;Total Daily
RECEIVING WATER MONITORING REQUIREMENTS
Cotaper  (Total)
                                 ;monitor only
                                                                                icified
Nickel
Lead
Chromium
Cadmium
SEDIMENT MONITORING REQUIREMENTS
Copper  (Total)
                                  ;monitor only
                                                                     1/y not
Nickel
Lead
Chrom
Cadr
Aluminum
Particle Size
 *Monitorina to be performed every other production day.
**Daily maximum limits shall be determined from matrix contained in permit and
  mentioned above.         	'. '•  •"".'                 :            •-.-.••

-------
WV0000116:  Govan Machinery Company, is located in Logan, West Virginia,.and _is
enaaqed in the manufacture and repair of mining equipment and supplies (SIC ,3441,
3535).   A guidelines category is not available for this industry.  The Plant has two  •
discharges to the Guvandotte River, each with daily maximum flows of 1.5 gpm.  Outfall
001 includes noncontact cooling water and process  wastewater from a high pressure
cleaning area.  Outfall 002 consists of noncontact cooling water.  Wastewaters are  -
routed to a sump where settling occurs before entering an oil/water, separator, followed
by discharge.  Noncontact cooling water enters the river /^^t f6^1^ .^J
permit  notations are based on water quality standards (Chapter 1, Sectim 3of
Idministrative Regulations).  Because treatment does not provide for the removal of  ^
organics, non-detectable  limits are required for  1,1,1-trichloroethane and toluene.  A
BMP plan shall have been  implemented by 60 days after the permit issuance date.
Effective Date:
Expiration Date:
July 27, 1984
July 26, 1989
Abstract Date:
  Final Permit
April 25, 1986
                                EFFLUENT LIMITS (FINAL)

 W0000116:  Guyan Machinery Company
Pollutants
Flow

Oil and Grease
Detergent 	 	
1 , 1 , 1-Trichloroethane
Toluene
pH 	 	
Flow
Temperature 	

niitfall Ava./Max. Limits and Units Monitoring
	 . — . .:" ••.• ;- .••:..- ..••''•.
: 001 :— 70.0015 nod - :l/m measure
: :— 715 mg/l ! " .oraD
: j— 760 " ! "
: , :monitor • 	 ___: 	 	 — —
• : non-detectable !
: :non-detectable ,.-.,. ; 	 	 	 ___
: 002 :monitor only "*17v measure
— ," :--/87 F'" • " a-.s.*.-
. . • •..,..• • • ..
1 m ».-• - .--,•'''
1 • • -<.'*-
" • • - . -.".•'•'
*i.s. ^immersion stabl
... » . • •
.lizatipn. 	 	 	 	 : ' — : — _ — 	 	 	 —. 	

-------
 WV0000779:   Kaiser Aluminum and Chemicals Corp.  located in Kavenswood, West Virginia
 produces aluminum from ore and forms aluminum sheet and plate (SIC 3334,  3353) in the
 Aluminum Forming Category f 40 CFR 467).  Plant discharges are to the Ohio River at
 Outfalls 001,  002,  and 004.  Noncontact cooling water, process wastewater, and       :
 stormwater runoff are discharged at 001 and the  limitations are from the previous';
 permit.   The waste stream at 002 also consists of noncontact cooling water, process
 wastewater, and stormwater runoff,  although the  bases for the limitations are BAT
 guidelines  found in Subparts A, Rolling With Neat Oils  Subcategory, and B, Rolling
 With Emulsions Subcategory.  004 consists of process wastewater, blocking well
 effluent (installed to correct groundwater contamination due to cyanide and fluoride)
 and waste streams from internal Outfalls 104  (anode cooling tower blowdbwn) and 204
 (sanitary treatment plant effluent); the limits are based on the previous permit
 (004), allowances for anode contact cooling water found in 40 CFR 421,  Nbnferrous
 Metals Manufacturing Category as per BPJ (104), and water quality standards using a
 WV Wasteload Allocation Process  (204).  Outfalls 003 and 005 are uncontaminated    '
 stormwater runoff,  and therefore are unregulated.  Sanitary wastewater flows to
 clarifiers,  rotating biological contactors, and a chlorine contact chamber.  Outfall
 002^treatment  includes recycle and oil/water separation—the oil is sold and the water
 is  spray irrigated.  Other treatment is not specified.   Process wastewater at'001
 shall be eventually routed to 002.  Due to the recent  promulgation of applicable"
 guidelines,  the permittee has until 2/11/87 in which to comply with limits at 104
 Semi-annual biomonitoring  shall  be conducted at  004 by determining the static 96 hour
 median LC50.  If the LC50 is greater than 80%,  the biomonitoring frequency may be
 changed  to  once  per year.
Effective Date:
Eviration Date:
February 11, 1985
February 10, 1990
Abstract Date:
Final Permit
May 29, 198.6
                               EFFLUENT LIMITS (FINAL)

WV0000779:  Kaiser Aluminum and Chemicals Corp.  (Page 1 of 2)

       Pollutants         Outfall      Avar./Max.  T.imit-s -anrf HI

TSS
Oil and Grease
Cyanide***
TSS
Oil and Grease
Chronnium***
Cyanide***
Zinc***
Aluminum
TSS
Oil and Grease
Fluoride
Cyanide
Antimony
Nickel
Aluminum
Fluoride
Benzof a ) pyrene
Flow
BOD-5
i •••'••-
001 :34/54 lb
:— /13
:— /0.19
002 :97.2/257.9
:59.8/125.8
:0.7/2.3
:0.5/1.5
-.2.3/7.6
:12.8/33.3
004 : 369/580
:— /145
:96/126
: 46/92
104 :0. 18/0. 41
:0. 08/0. 12
:0. 57/1. 28
:4. 18/7. 32
:— /0.002
204 :— /0.364 : mac
: 30/60 ma/

/d :2/m
" ; .M
" .11
" ' -V . • . «-.'.
11 . II
" .1
11 • ' - . ' 1
* ' - • 1 '
' ' • . • 1
1 . • . 1
1 • ' -'. " •••• . -
' - ' • ' - - ,
1 ' ' •
1 .
1 - - ' ' ' ••"; - •
1
' , . ii

i . : , :l/m
'1 :l/m

24 hr carnp
k grab
24 hr ccmp

grab
24 hr ccrap
M
tl
II.-- '
11
grab
24 hr comp

n
. : -. -n ' • '
• • ' : H '•-
ii
n
measure
8 hr .comp

-------
570000779:  Kaiser Aluminum and Chemicals Corp. located in Ravenswood, West Virginia,
Deduces aluminum from ore and forms aluminum sheet and plate (SIC 3334, 3353) in the
aumSjvum Forming Category (40  CFR 467).  Plant discharges are to the Ohio River at
3atfalls 001,  002, and 004. Noncontact cooling water, process wastewater, and
stormwater runoff are discharged  at 001 and the limitations are from the previous
permit  She waste stream at 002  also  consists of noncontact cooling water, process
Sitewater/ and stormwater runoff, although the bases for the limitations are BM
guidelines found in  Subparts A, Rolling With Neat Oils Subcategory, and B, Rolling
ffith Eraulsions Subcategory. 004  consists of process wastewater, blocking well
affluent (installed  to correct groundwater  contamination due to cyani.de and. fluoride),
and waste  streams from internal Outfalls 104  (anode cooling tower blowdown) and 204
(sanitary treatment  plant effluent); the limits are based on the previous permit
(004), allowances for anode contact cooling water found in 40 CFR 421, Nonferrous
Metals Manufacturing Category as  per BRJ  (104), and water quality standards using a
HV Wasteload Allocation Process (204). Outfalls 003 and 005 are uncontatnxnated
Btormwater runoff, and therefore are unregulated.  Sanitary wastewater flows to
clarifiers, rotating biological contactors, and a chlorine contact chamber.  Outfall
nno +ra»-hreni- jnnlwtea rgcjcle and oil/water separation—the oil is sold and -the water
is sprav Irrigated.   Other treatment is not specified.  Process wastewater at 001
shall be eventually routed'to 002. Due to the recent promulgation of applicable
guidelines, the permittee has until 2/11/87 in which to comply with limits-at 104.
Semi-annual biortonitoring shall be conducted at 004  by determining the static 96 hour
ncdian LC50.If the LC50 is greater than 80%, the biomonitoring frequency may be
changed to once per year.
Effective Date:
Expiration Date:
          February 11, 1985
          February 10, 1990
                                                       Abstract Date:
Final Permit
May 29, 1986
                               EFFLUENT LIMITS (FINKL)

WV0000779:  Kaiser Aluminum and Chemicals Corp. (Page 2 of 2)

       Pollutants         Outfall      Avg./Max. Limits and Units
                                                                  Monitoring
TSS
TKN
Fecal Colif orm
Flow

pH 	

: 204 : 30/60 ma/1
.
.
:001,
:004
:001
:004
: 18/36
: 200/400
,002, :manitor
,104 :
, 002, :6. 0-9.0
,204 :

per 100 ml
only



:l/m £t hr camp
: "
: " grab
:2/m* measure
:
«** grab
€)
   *In addition
  **2/m-001
              1/d during a rainfall event a1
             f l/d-002: l/m-2""
     004
*M
                                   First sample of each calendar year has Iesi3_jhan_
torincf not required if                                                _
   /1 cyanide, 0.084 nq/1 chromium, 0.33 mg/l zinc; (2) Permittee certifies
    0.07
     .               ,  .
    that the above pollutants are not and will not be used in the aluminum
    forming process. _ _ _ _ ___ - —

-------
WV0000787:  American Cyanamid Co., located in Willow Island, West Virginia,
manufactures  beta naphthol (EN) and its derivatives, urethane chemicals, specialty
chemicals,  surfactants,  catalysts, and animal  feed intermediates (SIC 2869, 2833,
2865,  2819).  The facility is in the Organic Chemicals and Plastics and Synthetic
Fibers Category (40 CFR 414).  Plant discharges are to an unnamed wet weather
ditchline to  Cow Creek,  a tributary of the Ohio River (Outfall 001), and to the Ohio
River  (Outfalls  003,  004,  and 007).  001 is process wastewater, noncontact cooling""
water, boiler blowdown, stormwater runoff, sanitary wastewater, contaminated
groundwater,  and wastewater from a sludge  and  an ash impoundment; 003, 004, and 005
are backflushes  from intake well water piping; 006 is fly ash pond effluent,
discharged to groundwater; 007  is surface  runoff/leachate from an area near the old
fly ash pond  which is now covered and closed.  Only treatment of 001 is described, and
it includes bar  screening/ neutralization,  clarification, and activated
sludge/aeration; sludge receives chemical conditioning and filtration before landfill
on plant property.  A small  portion of the plant operations fall under the
Pharmaceutical  Manufacturing Category (40  CFR  439); however, since BCT limits are
reserved and  BAT limits cover only total cyanide, which  is present only in trace
amounts (20-55 ppb) in the effluent, these guidelines are not applied.  Another small
portion (1.3%) falls  under the Inorganic Chemicals Category (40 CFR 415);  it has been
determined, however,  that the operations are not covered by the guidelines.  Therefore
as per BPJ the limits on  001 are  based on proposed guidelines for the organic
chemicals industry (40 CFR 414, Subpart C,  Oxidation Subcategory) and water
quality standards.  Analytical data is not  available to derive limits on 003,  004, and
007.  ^Biomonitoring is required at 001, consisting of quarterly 48 hour static
toxicity tests using  fathead minnows and Daphnia (pulex or magna), in replicate
following the procedures  outlined in EPA publication No.  600/4-78-02.  Upon, review of
the biomonitoring results, the permit may be modified to include additional
biomonitoring requirements and/or a  toxicity reduction plan.  Other permit
requirements  include:  GC/MS analysis for organic priorty pollutants, performed semi-
annually (Outfall 001);  quarterly reports on percentage removal efficiencies of the
treatment system for BOD-5,  COD,  TOC,  TSS, and NH3-N; sludge analysis (shake test) at
the fly ash pond.  The permittee shall continue to implement'.a previously submitted
BMP plan.                                               • .
Effective Date:
Expiration Date:
June 5, 1985
June 4, 1990
Abstract Date:
 Final Permit
June 10, 1986
                               EFFLUENT LIMITS (FINHL)
W70000787:  American Cyanamid Co. (Page 1 of 2)
Pollutants
Flow
BOD-5
TSS
COD
roc
Ammonia (as N)
Fecal Colif orm
TRC
Color
Odor
Chloride
Sulfate
Total Zinc
Total Mercury
Total Phenolic Mate-rial
Benzene :
Outfall Avg./Max. Limits and Units
: 001 :— /8.0 roqd
: : 2400/4800 Ib/d
: 2250/4000
: 13000/26000
:monitor
: 1500/3000 Ib/d
: 200/400 per 100 ml
.•1.0/2.0 raj/1
:— /200 APHA
: 48/120 threshold
: 18000/26000 Ib/d
:60000/65000 "
:1. 5/3.0 mg/1
:0. 025/0. 05 Ib/d
:6/12
s__/40 ug/i
Monitoring
:continuous
:l/w 24 hr camp
...
„ • » n -
. n ii
. n n
: " grab
.n n
: " 24 hr camp
:l/m grab
:l/w 24 hr comp
.n n
.« ii
.n n
: " grab
.n n

-------
WV0000787:  American Cyanamid Co., located in Willow Island/ West Virginia,
manufactures beta naphthol (EN) and its derivatives,  urethane chemicals,  specialty
chemicals, surfactants, catalysts, and animal feed intermediates  (SIC 2869,  2833,
2865, 2819).   The facility is in the Organic Chemicals and Plastics and Synthetic
Fibers Category (40 CER 414).  Plant discharges are to an unnamed  wet weather
ditchline to Cow Creek, a tributary of the Ohio River (Outfall 001),  and  to  the Ohio
River (Outfalls 003, 004, and 007).   001 is  process wastewater,  noncontact cooling
water, boiler blowdown, stormwater runoff, sanitary wastewater,  contaminated
groundwater, and wastewater  from a  sludge and an ash impoundment; 003,  004,  csnd 005
are backflushes from intake well water piping; 006 is fly ash pond effluent,
discharged to groundwater; 007 is surface runoff/leachate from an area near the old
fly ash pond which is now covered and closed.  Only treatment of 001 is described, and
it includes bar screening,  neutralization, clarification,  and activated
sludge/aeration; sludge receives chemical conditioning and filtration before landfill
on plant property.  A small portion of the plant operations fall under  the
Pharmaceutical Manufacturing Category (40 CER 439); however, since BCT  limits are
reserved and BAT limits cover only total cyanide, which is present only in trace
amounts (20-55 ppb) in the effluent, these guidelines are not applied.  Another small
portion (1.3%)  falls under  the Inorganic Chemicals Category (40  CER 415);  it has been
determined, however, that the operations are not covered by the guidelines.   Therefore
as per BPJ the limits on 001 are based on proposed guidelines for the organic
chemicals industry  (40 CER'414,  Subpart C, Oxidation Subcategory)  and water
quality standards.  Analytical data is not available to derive limits on  003r 004, and
007.  Biomonitoring is required  at 001, consisting of quarterly 48 hour static
toxicity tests using fathead minnows and Daphnia  (pulex or magna), in replicate
following the procedures outlined in EPA publication No.  600/4-78-02.  Upon  review of
the biomonitoring results, the permit may be modified to include additional
biomonitoring requirements and/or a toxicity reduction plan.  Other permit
requirements include:  GC/MS analysis for organic priorty pollutants, performed semi-
annually (Outfall 001); quarterly reports on percentage removal efficiencies of the
treatment system for BOD-5,  COD, TOC, TSS,  and NH3-N; sludge analysis  (shake test) at
the fly ash pond.  The permittee shall continue to implement a previously submitted
BMP  plan.                                                                           ,
Effective Date:
Expiration Date:
June 5, 1985
June 4, 1990
Abstract Date:
 Final Permit
June 10, 1986
                               EFFLUENT LIMITS  (FINRL)
WVQ000787: American Cyanamid Co. (Page 2 of 2)
Pollutants Outfall Avg./Max. Limits and Units
Toluene
48 hr. Bioassay
Chloroform
PH
Flow,TCC, TSS, Total Iron
T*l

Flow
m
001



: 125/225 ug/1
:report
: 25/50 UQ/1
:6. 0-9.0
003,004*:monitor

006
007

:6. 0-9.0
:no surface discharge permitted
:monitor
. "
•
Monitoring
:l/w grab
:l/a
:l/w grab
: continuous
• :**. .
.**
«
•
sl/q estimate
u " grab***
   *Lrmits apply to each outfall individually.
    types are estimates (flow)  and composites  (TOC, TSS,
                                      iron, pH)
 ***Sample taken during discharge.    ****rhe permittee must collect six grab samples
    quarterly at various locations  from the fly ash pond water to be analyzed^for pH
    arsenic,  copper,  iron, mercury, manganese,  lead, zinc, aluminum and iselenium.
    Yearly a composite sludge sample  (six grab  samples) of the fly ash pond must be
    analyzed for the same compounds as the quarterly water samples.      j	;	
 (1) TSS,  TOC, total iron, total manganese, total  zinc, total aluminum, total arsenic,
     copper,  mercury, lead,  selenium, pfi.	_^_

-------
W0000868S  'One Monsanto Compart^ located in *r*^f West
production of organic chemicals,  rubber chemicals, paper
supplements (SIC 2869, 2879,  2861) in the Organic Gh^
                (40 CER 414).  R>ur regulated discharges to the Kanawn
                                                                   is engaoed in the
                                                                    and animal feel
 described as follows:  Outfall 001 -process wastewater,  cooling waters,
 runoff,  and sanitary wastewater; Outfalls 003, 004, and'oOS -^toSS:
                     ^^ a5e^1YWaste streams to Outfall 001 are routed through a
                 consisting of sedimentation, neutralization, activated sludae™^
                 CS^-'  anaerobic digestion, aeration, and clarification.  Sludre f rr™
 the activated sludge process  unit receives incineration.   Outfalls •OM.'-hfu. and 005
 however,^ enter the river without treatment.  Due to the absence of appiicabie
 promulgated HPT/BAT guidelines,  the permit limitations are based on^J using as
 guidance the proposed BPT/EAT guidelines for the Organic Chemicals Categoryfrov 48
 no.  55, pp 11828-11867, March 21, 1983), wasteload allocation repbrtet^nd^ f    '
 K?18 1£CSS;***!? SS"^1  ^^T8 ** ~S"i*^l'oC * px^osaT to reduce toxicity
 o^ /X«? ^tion,^ the facility is required to submit  the  results of ,a f eaiibillL
 study/cost^analysis  for providing backup pump capabilities at the £1 lif t station^
 elindnate by-passing during storm event power outages via two unregulated          ^
 discharges^Outfalls 006 and  007, by 7/11/86.   Bic^say. requireSrinclt
 48-hour  sta^toxicity tests, using fathead  minnows and  tephnia (Magna  or  u
 a minimum of four quarters, or until it can be determined which species is more
 o^t^T ^^S1031^1 ^ ^ lowest BG5° or ^50 value;  the  itoi^Snsitiv
 shall be  used tiiereaf ter.  Ohe permit is to be  reopened after promulgation
 applicable guidelines.   No BMP plan is           ^   ~
Effective Date:
Expiration Date:
                 April 11, 1986
                 March 10, 1991
                                                       Abstract Date:
  Final Permit
April 25, 1986
                               EFFLUENT JJMITS  (PHJMJ)
WV0000868:  Monsanto Ccripany
Pollutants

BOD-5
TSS • -'. - .'• .;• :
Ibtal Organic Carbon
IKN
3C/MS sample* " ~
Itotal Organic Carbon
EH : ~ ~~~"
"JFor volatile oroanics.
fc*When discharge occurs.
Outfall Avg. /Max. Limits and Units
: • :- •-••••.-' : ~~" 	 .-
sOOl jmonitor only
: : 1505/2978 Ib/d "~ 	 ""-"
: :1300/1950 "
: :3706/5550 "
: :monitor -only
s :N/A ,, .-..- 	 —
s :6. 0-9.0 ~^~ -...>-• ' — ~~~ —
: 003, 004, :monitor only
.QOS . ii ~~ 	 — •- 	 	 — 	 r—
s '• -../ . . •• ' - •-•/--,


Monitoring
:2/w 24 hr camp
• tl '•" ||'!._.
• a s .-'-.,
:l/m •• "
M/g .;:. grab
:2/w "
:l/m estimate
:** grab
• ** «
«** «
:- . -


-------
WV0001261:  Kellwood Company, located on Route 1 in Spencer, West Virginia,.produces
knit fabric outer wear (SIC 2253) in the Textile Mills Category (40 CER 410).
Facility operations result in a single discharge from Outfall 001 consisting of
process and sanitary wastewater.  An aerated lagoon receives the wastewaters tor
treatment prior to discharge to Spring Creek.  Nitrogen, fecal coliform, dissolved
oxygen, and phenol limitations are based on water guality standards.  Total chronaunr
limits are based en the previous permit.  Total chromium and phenols do not have to be
monitored at the specified frequency if a yearly wastewater sample shows them to be at
less then detectable levels, and the facility certifies that they will/not be  used  ui
process operations.  COD, BOD-5, TSS, sulfides, and pH are based on BPT (=BaT]i
effluent guidelines for Subpart E, Knit Fabric Finishing Subcategory,  "Sxmple    ^
Manufacturing"  Subdivision,  using a production factor of 3.4 Ib/day.   The facility  has
improved LC50 results  since September, 1982, through the substitution of a scouring
agent and biomonitoring.  Four bioassay tests, beginning 11/15/84, are to be .conducted
at Outfall 001  consisting of, quarterly 48-hour static toxicity tests using
Daphnia Pulex as the test organism.  The permit is subject to reopening when
applicable~BCT  guidelines are finalized.  A BMP Plan is not required.
 Effective Date:   November 15,  1984
 Expiration Dates   November 14, 1989
                                                Abstract Date:
                                     Final Permit
                                 January 22,  1986
                                EFFLUENT LIMITS (FINSL)
 W0001261:  Ksllwood Company

        Pollutants         Outfall
                                  Avg./Max. Limits and Units
                                     Monitoring
 Flo;
                             ;—/0.088   mgd
                                   81/m  estimate
                                   g "  24 hr comp
 BOD-
                                  :8.5/17
                                        Ib/d
 COD
                                   102/204
 TSS
                                   37/74
 Sulfide	
 Tocal Chrcmium
                               34/0.68
                             :0.002/0.
 Phenols
                             :—/0.005
 Ammonia Nitrogen
 Fecal Coliform
                              1.13/2.26
                             t200/400 per 100 ml MPN
                                         grab
 Di!
>lved Oxygen
6 mg/,
                                   s6.0 - 9.0

-------
 WV0001805!  Quaker State Oil Refining Corporation is located in Saint Marys, West
 Virginia and is .engaged  in the production of lube oils, waxes, gasoline and other
 r^S? ^^^S^^810  ?9U>'  ^ fe^lity ^ jn the Itetroleum RefinS
 Category (4Q CFR 419), Subpart A - Topping Subcateaory.  ^There are three outfalls
 which discharge to Wolf  Run of TannerV Run of  theOhio River.  Outfall QQl (W
 ^^^SJ^ted P*00288 ^ contaminated stormwater wastewaters, Outfall 002
 (250 GPMy discharges combined wastewaters  consisting of untreated non-contact cooling
 water and uncontanumated stormwater runoff,  and Outfall 003 (240 GPM) discharges non-
 SSS^t000^? water overflow from a spray pond.   (Treatment methods for^process
 wastewater and contaminated stormwater runoff  are not  discussed in the Dermit and
 supporting documentation.)   For Outfall 001,  permit limitations for BODVCOD, TSS,
 Si ^J^*^™^  (aS N)'  S^1016' «d. t»» minimum daily limit for total chrane
 are based on BPT with BPT=BAT from the effluent guidelines.  Limits for the phenoSr
 compounds, total chromei  (monthly average limit) and hexavalent chrome are BAT limits
 based on an April 17^ 1984  Settlement Agreement with NRDC, Inc. and API members which
 are more stringent than the guideline based limits and the existing permit   -total
 arsenic and* chloride^limits; are based on water guality criteria and t^p^n^ and pH
 limits at Outfalls 002 and 003 are based on WV Administrative Regulation??or Water
 Quality..  Since there as  no BAT limit for zinc,  the permit limitation is based- on
 existing permit mass limitations.  Biomonitoring requirements include minimum of .four
             f? "^ Sta1?C ?£**¥ ^^ (in ^^^te) «** the species Daphnia
             facility^must study and report  on the sources of arsenicf^inc imd	'
             ^   ^scharg6-   ^e permit sets forth an implementation schedule for
            .in^)0ratllia c^aalatioiis.determining the additional loadings associated
 with contaminated storm  runoff each month.  Ohe result of the calculations is addedto
 the process  wastewater loading for each regulated parameter to provide the total

                                                        process
Effective Dates  November 9,  1984
Expiration Date:  NovemberiS,  1989
                                                   Abstract Date:
                                                Final Permit
                                               June 10, 1986
          ...',.;               EFFLUENT LIMITS  (FINAL)     '

WV0001805:  Quaker State Oil Refining Corporation  (Page 1 of 2)

       ^Pollutants
Flow
    Flow**
Outfall     :;Avg./Max. Limits* and Units
 001   :N/A       Q.576 M33           ~~
                                                                           Monitoring
                                  98   Ibs/day   185
Oil and Grease
Ammonia (as N)
Sulfide
Ghrcnu.um****
Hexavalent Chromium***
Phenolic Compounds****
Total Ziric
•
•
*
'* :
! • ' • '
:
:493 "
" T83~~ ^~~
:30 "
:10.4 »
:0.56 "
~~ :0.1 ~ "
:0.63
953
130 '
58
22.9
1.23
2.82
0.22 •
1.39 '
2.0
.11 . n: ' •
• II II
: " grab***
: " 24hr comp
V* " n
;2/w 24hr comp
   *Flcw of raw process wastewater is to be continuously recorded begr
    May 10, 1985.       ——	—i	i^si_
    3 grab samples shall be taken during the
    — _ 	 	 -'T -  ,   • ""*       i -I—'•   ii   i  ii   "   	
                                         hours of each reportinc
                                         ^    --—-       lei
    spaced intervals of time with a minimum of 2 hours between
                                                                amp
 .- -i"!"	       	  •                 - —~ — --—:~~•^•*. *^xw»x^^^t*, uw**n^.jL.^ij
to te analyzed,, and the average of 3 samples used for the daily
i r>m v^/r TUT-»»»- i A  i nnicr  j_i	_• *•».""•.    ^  *i'i. r   	 ^"". -    _ •"•  .   i ..  •*
                                                                       av
   i __ - - •              •     i         -.---j —	„. —-—.^,^.^^»^ ^jjjrf^^^^ j»^x^. • ^nL4.^^ *--"^ ' L|^ y uy t^ i CUWgJ liUll
   ^Beqinnincr May 10, 1985.  these limits shall be adjusted based on the additional
    wasteload represented by contaminated stormwater runoff.       	    . 	"

-------
WV0001805:  Quaker State Oil Refining Corporation is located in Saint Marys, West
Virginia and is engaged in the production of lube oils, waxes, gasoline and other
related petroleum products (SIC 2911).   The facility is in the Petroleum Ref-ininq
Hatficrorv ^40 CFR 419 W Subpart A - Stopping Subcategory.   There are three outfalls
Sch^schW to .Sy^SnoE TameSTRun of theOhio River.  Outfall 001  (328 GPM)
discharqes treated process and contaminated stormwater wastewaters,  Outfall 002
                                                                     -
            reae
          discharges combined wastewaters consisting of untreated non-contact cooling
          uncontalninated stormwater runoff, and Outfall 003 (240 GPM) discharges non-
contact cooling water overflow from a spray pond.   (Treatment methods for the process
wastewater and contaminated stormwater runoff are ^. ^s^s^ ^^^^^ and^
surcorting documentation.)  For Outfall 001, permit limitations for BOD5, COD, TSS,
Oifand^eSeTSmSnia (as N), Sulfide, and -the minimum daily^i^t^for total chrome
are rSsed^nBPT with BPT=BftT from  the effluent guidelines.  Limits for the .phenolic
compounds, total chrome (monthly average limit) and hexavalent  chrome are EOT limits
basedon an April 17, 1984 Settlement Agreement with NRDC,  Inc. and API members which
are more  stringent than the guideline based limits and the existing permit.  Tota].   _
arsenic and chloride limits are based on water quality criteria and teirperature and pH
limits at Outfalls 002 and .003 are based on W Administrative Regulations for^ Water
Duality.  Since there is no BAT limit for zinc, the permit  limitation is based on
existing permit mass limitations.  Biomonitoring requirements include minimurr lof f our
semi-annual 48-houF"static toxicity tests  (in replicate) using  the^species Ceptmia  .. .
Pulex.  Ihe facility must study and report on the sources  of arsenic, zinc and
'chloride  in its discharge.  The permit sets forth an implementation schedule for   v  •
Outfall 001 incorporating calculations determining the additional loadings associated^
with contaminatecil storm runoff each month. Ohe result of the calculations xs ; added to
the process wastewater loading for  each regulated parameter to provide the total ~
allowable loading for each particular parameter.  This process was to begin May 10,
1985.  A  BMP plan is required.
 Effective Date:  November 9,  1984
 Expiration Date:  November 8, 1989
                                                         Abstract Dates
 Final Permit;
June 10, 1986
                                EFFLUENT LIMITS  (FINAL)
 WV0001805:  Quaker State Oil Refining Corporation  (Page 2 of 2)
Pollutants
Total Arsenic
Chloride
Bioassay 	
Hardness 	
Flow 	
Temperature 	
pH 	
Flow 	 	
Temperature******
pH 	
*****i-s fjjncnarsion-
******temperature is
C
:
.


;
-stabi
to be
)utfall Avg.
001 :monitor


:N/A
:6. 0-9.0
002 :N/A
:monitor
:6. 0-9.0
003 :N/A
:N/A
:6. 0-9.0
•
Lization) . 	
measured above
/Max. Limits and Units
0.05 mg/1
100

monitor mg/1 CaC03
monitor M3D
monitor F
mmitor MOD
monitor F
(upstream) of the discharge,
M(3nitoring
:2/w 24hr corop

	 , 48-
:hou:r static
: semi-annual •
:l/m grab
:l/d grab
:l/m estimate
:l/m grab ,"
: 1/m estimate
diresctly

-------
 W0002542:   Allied Chemical Corp.  located in Nitro, West Virginia; manufactures
 sulfuric acid and hydrofluoric acid (SIC  2819) in the Inorganic Chemicals
 Manufacturing Category (40  CFR 415).  Two discharges to the Kanawha River are
 described in the facility's permit.  Outfall 002 is noncontact cooling water and
 stormwater runoff, and Outfall 003 is treated process wastewater; treatment processes,
 however, are not specified.  Flow, limits are maximum values as reported in the
 permit application.  TSS and fluoride limits are from the previous permit which are
 more stringent than applicable guidelines.  The basis for the nickel and zinc limits
 are  BftT guidelines as  found in 40  CER 415.83 Subpart H, Hydrofluoric Acid^^ Production
 Subcategory; the pH limit on' 001 is also based on effluent guidelines for the
 inorganic chemicals industry.  Hie pH and temperature limits on 002 are water quality
 based.  The permit requires a BMP  plan to be completed within one year after the
 issuance of the final NPDES BMP Guidance Document.  Biomonitoring requirements are not
 included.
Effective Date:
Expiration Date:
January 4, 1984
January 3, 1989
                                                   Abstract Date:
Final Permit
May 12, 1986
            '•• '.:'•'• •••''. ••:'('    f,  EFFLUENT LIMITS (FINAL ),


W0002542:  Allied Oiemicai Corp.   (              .
                  "             "                   '  ''' '
Pollutants
        Outfall
                                       Avq./Max. Limits and Units
                                                       Monitoring
'. - . .
Flow
Temperature
pH •,.':•••,- ••-.-. '•
Flow
TSS '
Fluoride, Total
Nickel, "
Zinc, »
PH















• •-- ''":'.- • ".; v
002


003




.















'••--• . • ••••"... .• • . • .••••..
— 722.6 mgd . :l/w measure
— /HO F :l/m is*
6.0-9.0 : continuous* '• "
—/ 0.20 mgd :l/w measure
36/86 Ib/d : " 24 hr COTD
22/44 " ••-.-- ....-•••«-. ••—*:•
0.5/1.5 " -i/m » 	
1.7/5.5 " . » :«
6-0-9.0 :i/d grab

.: ••••/.- , -.•-..•
-.•••••••••.-.
, ': - :-••'-. " • . • • •<••
- - • t * '
• .-'•..-." . • . • .
• - ' - "••.'- ' • - - • . •.-•;....-.••
.• - - . • • '•••-••--

1 , *• ' - • - • ' • • , .''. ,-.- •- . . ';
i ' • p • r * "...'•.;-•
. -• . -
.:-••• : -• . • •
' . ."- •-••-. ' ' '• . - . . • "'
. :...•-.' - • ' ,.•- ... '- - .

-------
W0004405:  L. C. P. Chemicals of West Virginia, Inc.,  of Moundsville, West Virginia,
manufactures chlorine and caustic soda by an electrolytic mercury cell process,
chloromethane products and by-product hydrochloric acid/and hydrochloric acid
(SIC 2812, 2819, 2869).   The facility is in both the Inorganic Chemicals Manufacturing
Category  (40 CER 415) and the Organic Chemicals and -Plastics and Synthetic Fibers
Category  (40 CER 414), with two discharges to the Ohio River.  Outfall 001 consists of
process and sanitary wastewaters, and noncontact cooling water; Outfall 002 consists
of stormwater runoff.  Several internal  outfalls regulated by the permit are as
follows:  101 — effluent from the mercury treatment system;  201 ~ effluent from the
sanitary  treatment plant; 301 — effluent from neutralization treatment; and 311 —
discharge from a BOD-5 reduction unit.   Outfalls 101, 201, and 311 flow to 001 prior
to entering the river, while  301 is presently discharged to an underground aji^ection
well.  Process wastewater treatment includes pH adjustment,  sulfide precipitation,
carbon adsorption,  underground (deep well) injection, and neutralization; treatment
information for the other waste streams, however,  is not given.  The  facility shall
discharge to a POTW when one is available.   The bases for the permit  limitations are
as follows:   001 — BPJ using statistical  analyses of  wasteload data (mass.  &  cone.
limits for TSS, TRC,~chlorides,  carbon tetrachloride,  chloroform, methylene chloride);
previous  permit (mercury);  002 - BPJ (TSS); 101 - BRJ  (flow), BAT guidelines for the
inorganic chemicals industry (TPC, Mercury) based on a production rate of 249 tpd of
chlorine- 201  — BPJ (flow),  previous permit with both mass aixl concentration limits
imposed (TKN,  BOD^BT TSS, fecal coliform) using  the  following equation:  mass limit
 (Ib/d) -  (cone,  limit,  mg/l)(0.015 mgd)(8.345 lb/mg/1-mgd); 311 ~  BRJ  (flow,  max.
chloroform), proposed effluent guidelines for the organic chemicals and plastics    ..
industry (BOD-5,  TSS, carbon tetrachloride,  methylene chloride, avg.  chloroform).  The
pH limits at the outfalls are based on water quality standards. Quarterly bioassays
consisting of 48 hour static toxicity tests will be conducted at  001 usiurg Baphnia..-.-;
Pulex 33 the test organism for the determination of 80% survival.   If survival is less
than 80%, a static 96 hour IC50 test will be performed.  The wastewater shall  be
 characterized by GC/MS Analysis.  A BMP plan is to be  implemented no later than
 8/19/86.                 .       .      ..     ':.--•:-;,;.,::' .,.,-•.:	  '   :'.y. :•--
 Effective Date:
 Eviration Date:
February 19,
February 18,
1985
1990

EFFLUENT LIMITS (FINAL)
Abstract"Date:
• Final Permit
 May23/1986
 WV0004405:  L. C. P. Chemicals of Wsst Virginia, Inc. (Page 1 of 2)
prVMiUvmrc: Outfall Avg. /Max. limits and Units Monitoring
Flow •
BOD-5 :
TSS *
Total Residual Chlorine :
Chlorides :

Mercury, Total 	 •_
Ifexavalent Chromium :
Carbon Tetrachloride :
Chloroform :
Methylene Chloride 	 :_
cH :C
*•**
Flow :
Total Residual Chlorine :
Mercury, Total 	 s_
Flow 	 :
001 :monitor only

: 5309/6757 Ib/d
: 17/34
:— /200876
:monitor
:— /0.25 Ib/d
• ~~ :monitor
:—/!!. 2 Ib/d
:— /185
:— /202
101, 301:6.0-9.0
101 : — /O.I mgd
:0.95/1.6 Ib/d
: 0.05/0. 115
201- :— /0.015 mgd
:l/w measure
:l/m 24 hr comp
75.9/96.6 mq/1 :l/w
s " grab
:l/m 24 hr camp
:l/w i-s
s " 24 hr comp
: "
s " grab
:
: '
: "
: " measure
: " grab
: ••••"', 24. nr comp
:l/q measure

-------
 WV0004405:   L.  C.  P. Chemicals of West Virginia,  Inc., of Moundsville,  West .Virginia,
 manufactures chlorine and caustic soda by an electrolytic mercury cell process,
 chloromethane products and by-product hydrochloric acid, and hydrochloric acid
 (SIC  2812,  2819,  2869).  The facility is in both the Inorganic Chemicals  Manufacturing
 Category (40 CFR 415) and the  Organic Chemicals and Plastics and Synthetic Fibers
 Category (40 CFR 414), with two discharges to the Ohio River.  Outfall  001 consists of
 process and sanitary wastewaters, and noncontact cooling water;  Outfall 002 consists
 of stormwater runoff.   Several internal outfalls  regulated by the permit  are as
 follows: 101 — effluent from the mercury treatment  system; 201 — effluent from the
 sanitary treatment plant;  301 — effluent from neutralization  treatment;  and 311 —
 discharge from a BOD-5 reduction unit.   Outfalls  101,  201, and 311 flow to 001 prior
 to entering the river, while 301, is presently discharged to an underground injection
 well.   Process  wastewater treatment includes pH adjustment, sulfide precipitation.
 carbon adsorption,  underground (deep well) injection,  and neutralization;  treatment
 information for the other waste streams, however, is  not given.   The facility shall
 discharge to a  POTW when one is available.   The bases  for the permit limitations are
 as follows:   001 — BPJ using statistical analyses of wasteload data (mass. & cone.
 limits for  TSS, TRC, chlorides, carbon tetrachloridey  chloroform/ methylene chloride);
 previous permit (mercury);  002 —.BPJ (TSS);  101'— BPJ (flow),;  BAT guidelines for the
 inorganic chemicals industry  (TRC, Mercury) based on a production rate of 249 tpd of
 chlorine; 201 —BPJ (flow), previous permit with both mass-and  concentration limits
 imposed (TKN, BOD-5, TSS, fecal coliform) using the following equation:  mass limit
 (lb/d) « (cone, limit,  mg/1)(0.015 mgd)(8.345 lb/mg/1-mgd);  311  — BRJ (flow,  max. ,
 chloroform), proposed effluent guidelines for 'the organic chemicals and plastics
 industry (BOD-5, TSS, carbon tetrachloride, methylene chloride,  avg. chloroform).  The
 pH limits at the outfalls are  based on water quality  standards.   Quarterly bioassays
 consisting of 48 hour static toxicity tests will  be conducted at 001 using Daphnia
 -Pulex as the test organism  for the determination  of 80% survival.  If survival is less
 than 80%, a  static  96 hour LC50 test will be performed.  The wastewater shall be
 characterized by GC/MS Analysis.  A BMP plan  is to be implemented no later than
 8/19/86.                                                 ,           ,:   ,-j

 Effective Date:   February .19,  1985                                    -  Final Permit
 Expiration Date:  ;February 18,  1990    "               • ^Abstract Date: ^May 23, :i986

         ;          : ,.'...,.     EFFLUENT LIMITS (FINKL), "                        '    ,

WV0004405:  L. C. P. Chemicals of West Virginia,  Inc.. (Page 2 of 2)

       Pollutants         Outfall      Avg./Max.  Limits and Units
BOD-5
TSS
TKN
Fecal Coliform
PH.,. ...•;-•
TSS, Chlorides
Flow
BOD-5 .....-•"
TSS
Carbon Tetrachloride
Chloroform
Methylene Chloride
Flow
TSS
*When discharging
: 201 :3.8/7.6 IWd 30/60 mg/1
: :3.8/7,6 -..", , 30/60 "
: :2,3/4.6 " " '. 18/36 "
t : 200/400 per 100 ml
s201, 002:6.0-9.0
301 . :mohitor -
311 : — /25 gpm •
:40/100 mg/1
:47/137 "
:— /50 ug/1
:50/200 .. ;--.--.
:~/50 " V
002 :monitor '"
:--/60 nrr/1 .
'*-"-. .". "T ' ' - •'.,,.- . . '
;l/g 8 hr coup

• • 'i » II '• II .
: " grab
• ; •' -. „;- '- ' , **
,:l/w,24 ,hr cottp
: " measure
: " 24 hr comp
• <.- II . . II
; " grab
• H - , - ii - .
"• .-.' . « ; .'- ii , r "
: 1/q estimate
' ; " grab*


-------
W70004626:  Quaker State Oil Refining Corp. is located two miles south of Newell, West
Virginia, and  is in the Petroleum Refining Category (40 CFR 419).   The facility
manufactures finished oil products (SIC 2911) from Pennsylvania crude oil.whi.efc.
include lube oils, waxes, gasoline, and distillate fuels,  The oils are blended and
packaged on site.   The plant has two discharges to the Ohio  River:   Outfall 001 is
process wastewater'and contaminated stormwater runoff, and Outfall 002 us. cooling
tower blowdown.  Treatment  of  001 is not specified; 002, however, enters  the river
untreated.  The permit limitatians for 001 are based on BPT/BAT effluent  guidelines
for Subpart 0,  Lube  Subcategory (40 CER 419.42, 419.43).  Cooling tower blowdown is
not covered in the guidelines for the petroleum refining industry.  Therefore, for
waste stream 002, the promulgated BAT guidelines for the Steam Electric Power
Generating Category  (40 CER 423.13)  are applied,  based on a  BRJ determination.  Ihe
rarmi-b  contains a schedule  of  compliance to  construct a filtration system and an
aeration basin? the start-up dates were to be  6/1/85 and 10/1/85, respectively.  The
permittee was to submit a proposal to install and/or construct a representatLve
sampling point and contiguously recording  flow measuring device for .the actual; cooling
tower blowdown to the river by 2/20/84.  Until the construction is completed, interim
limits  will apply.  Biomonitoring requirements include semi-annual 48-hour static
toxicity tests in replicate, conducting a  minimum of  four bioassays at 001 using
Daphnia Pulex as the test species and conducting a minimum  of three bioassays at 002
using fathead minnows as well as Daphnia Pulex.  The permit may be modified to.    ^
incorporate a toxicity reduction plan.  The facility will perform a study to determine
the sources of copper, zinc, and phenolic  compounds in the blowdown, and was required
to submit a BMP plan not later than 3/20/84.
 Effective Date:
 Expiration Date:
December 20,
December 19,
1984
1989

EFFLUENT LIMITS (FINAL)
Abstract Date:
Final Permit
May 12, 1986
 W0004626:  Quaker State Oil Refining Corp.
Pollutants Outfall Aver. /Max. Limits and Units
Plow " 	 : 001 :— /0.763 mqd
BOD-5 : : 158/310 lb/d
COD : :1241/2388
«TSS : : 150/235
Oil and Grease : : 52/99 " — 	 	
NH3 as N : :71/156 " ... 	 —
Sulfide : :0. 91/2. 04 "
itotal Chromium : :1. 4/4.1 " 	
Jfexavalent Chromium : : 0.12/0. 26 " 	
Phenolic Confounds 	 :_ :l.l/2.3 " 	 __ 	 	
r£OC : :monitor
Total Arsenic : : " 	 ..-.;..
lecal CoLLform : : 200/400 per, 100 ml,
pH : - :6.0-9iO •
Flow : 002* :monitor
Oil and Grease : • — /10 mg/1 	
TSS : :30/45
TOG, Total Copper, 	 : 	 tmonitor 	 —
Total Zinc, Phenolic Compounds : -• 	
pH : :6. 0-9.0
• • "
*3iiterim limits apply 12/20/84 until the permittee installs and/or
Mctnitorijng
: continuous
:2/w 24 hr ccrr^
• ' ". .-'-.-•-'
•
, : " grab
: " 24 hr cong:>
•
: 1/v "
•
:2/w "
:l/m •"..-.
:2/w "
il/rti grab
:l/d
:con1^nuous
:l/w grab
: " 24 hr conp
• ..-,..
9 •' . ( l . ..-
:l/d grab
* ,..>..'
cxanstructs a
representative sampling point and continuously recordinq flow measurina device ror
the actual coolinq tower blowdown to the river. At such a time,
will apply (as specified above}, effective through 12/19/89.
the fmal limits


-------
WV0005169:  .Mbbay Chemical Corp., of .New Martinsvilie,: West Virginia, is in the
Organic Chemicals, Plastics and Synthetic Fibers Category (4Q CER 4141.: '. The facility
manufacturerspolyurethahe intermediates and precursers (including polyethers),      ^
toluene diiscKTvanates,  polymeric isocyariates,  polyester, polycarbonate, hydrochloric
acid, and iron oxide pigments (SIC 2821, 2866, 2819, 2816, 2873, 2869>  2868).
Discharges to the Ohio  River are from Outfall 001—process wastewat^rV ccoliTig j-rtu^T-
and boiler blowdown, filter backwash, sanitary wastewater, and storm runoff, and
Outfall 002~stormwater runoff overflow.  Treatment is by neutralization,      \
sedimentation, activated sludge,  and carbon adsorption; sludge from the activated
sludge process and primary clarification is centrifuged and incinerated.  In the    :
absence of promulgated  .effluent guidelines, the permit limits are BPJ based on the
following:   (1) previous permit whoselimitsare more stringent than proposed
guidelines to prevent backsliding (ammonia; phenols,  oil and  grease, color, BOD-5,
TSS, chlorides);  (2)  proposed EPT/BCT guidelines (pH); (3) water quality criteria....
(fecal coliform);  (4) analysis of stormwater runoff data, (TOG);: (5) actual plant
performance data  (toxic pollutants).  The chlorides limits nay be increased to
avg./max.  values of 25000/368000 Ib/d when marketing conditions for by-product IKI are
depressed.  A BMP plan  is required, as are quarterly bioassavs to include 48-hour;
static toxicity tests using Pimephales and Daphnia (pulex or magha)/ in duplicate; 80%
survival  (in  an unspecified effluent cxmcentration) as an average of both:tests
indicates low toxicity.                                   ,      y
Effective Date:
Expiration Date:
April 18, 1985
April 17, 1990
               Final Permit
Abstract Date:/ May 9, 1986
                               EFFLUENT LIMITS (FINAL).

WV0005169:  Mbbay Chemical Corp. ,          v
Pollutants
Flow
BOD-5 ;
TSS
Ammonia-Nitrogen
Oil and Grease
Phenols
Chlorides
Color
TOG
Phenol
2-Nitrophenol
1 , 2-Dichlorobenzene
Benzene
Toluene '
2 , 4-Dinitrotoluene
2,6-Dinitrotoluene
Nitrobenzene
Fecal Colif orm
Chlorobenzene
Chromium, Total
Lead, Total
Zinc, Total
PH
Flow ..;•:
TOC
pH -,'.'.

*When discharaing.
Outfall Avg.^lax
: 001 :— /5.0
r!360/2095
: 2030/3045
: 1250/1875
:800/960
:5.4/10.9
: 150000/225000
: 200/300 Pt. O
:monitor
:— /5.5
:—/6.6
:— /46.7
:--/19.7
• :— /69.7
:— /62.3
:— /16.8
:— /85.4
:200/400 per li
:-^/9.3
:— /10.8
:— /15.7
:— /9.3
:6. 0-9.0
002 :monitor only
:— /31.0
:6.0-9.0
-•-•:• - • '•-
- . '.'..--'--. -•••
. Limits and Units
mgd
Ib/d
• n . •• . .-.•..
.-, -."-.- '.',.'.. . .-: . '

,;':-'."•.. '•'.':.'. • " '
• - •• || --•-•• •- .:
D. Units

Ib/d
-.«-..-'. .-..
ii • •- ' •• •


. •:,:« • - . • • •
• .11 - . ' -.
' II •
)0 ml
Ib/d

n
' " ,- ' • -•••".: •'• ' •;- '•••

•-,- ' ' --:-:- : .
mg/1



y " Monitoring
: continuous
:l/w 24 hr ccmp
, .n .... / H • ... - ,
"; "' ' ; " " ».t-.- '
: " 3grabs/24hr
: " 24 hr camp
' ' ' ,'j. '"-.•'• • ." :•'. "
' . • *' - It ; • -
• " ": :
:l/m grab
.11 'ii
. n - u
• " '• :. -.-. '"-. --. •
.- it ii
.',; ' . • ": ' :.."••-- " • ,- ,
-- ••'•"- • '. '• " ••• ;' -;
• . II ••- If.- -.
:l/w "
:l/m "
:l/w 24 hr comp
. • « ii
, "--'• •'. '• . • -": '. ' ' -
:continuous
iestimate*
:grab* ;
-••' " *
. '
• • . - :


-------
WV0005533:  3M Company,  located in Middleway, West Virginia, manufactures lithographic
printing plates, processing chemicals, and dampening sleeves used by the printing
industry (SIC 2795, 2869, 2649, 3555).  Two outfalls discharge to Turkey Run of
Opequon Creek: .Outfall 001 consists of process and sanitary wastewaters, and cooling
water blowdown;  Outfall 002 consists of water treatment backwash and water softener
backwash and raw water intake overflow.   Outfall 001 is treated by equalization,
ammonia stripping,  chemical precipitation, coagulation, neutralization, sedimentation,
aeration, stabilization,  chlorination, and dechlorination.  Outfall 002 is treated by
sedimentation  and dechlorination.  Effluent limitations are -based on.EPJ for BAT and
water quality  standards.  The facility has applied for a revision of water quality
standards for chlorides,  hexavalent chromium, total cyanide, ammonia, and fluoride. A
previously granted variance was rescinded due to an over-Hdilorination problem causing
adverse iimpacts  on the benthic community observed.in June,  1980. As a result, bioassay
requirements were added to the permit for Outfall 001. Dechlorination has lexi to good
recovery: Nearly 100%  survival in 100% effluent.  Quarterly 48-hour acute.'static.'
toxicity tests using fathead minnows and Daphnia Pulex as test species are required.
An annual benthic survey is to be conducted at Turkey Run the third quarter of each
calendar year.  A BMP  plan was to be submitted by March 3,  1985.
Effective Date:  December 3,  1984
Expiration  Date:   December 2, 1989
Abstract Date:
    Final Permit
February 6,  1986
                                EFFLUENT LIMITS  (FINAL)
WV0005533:   3M Company
Pollutants
Flow
BOD-5
COD
TSS
Aluminum, Total Plant*
Aluminum*
Ammonia (Summer)
(Winter)
Chloride
Fluoride
Cyanide, Total
Cyanide, Amenable
Hexavalent Chromium
Fecal ColJLf orm
Nitrates
PH
Flow
TSS
Chloride
Aluminum*
PH
Outfall Avg
001 :— 71.06
: 188/375
: 399/744
: 188/375
:— /30.4
: report
:— /0.56
:~/1.2
:'— /100
:~ /I
:— /5
: report
:— 750
: 200/400
: report
:6.0 - 9.
002 : report
:--/60
:-- /100
:report
:6.0 - 9.
./Max. Limts arid Units
mgd . ••••
lb/d
H
n
, -ii

lTd/1
n
n
" -.. • •
ug/1
.
uq/1
cts per 100 ml

0

mg/1
«

0
M:3nitoring ''•-:'•
continuous
1/w 24 hr comp

" " »
n n


n ii
n ii
ii n


•I ,«
1/m grab
1/w 24 hr comp
grab
2/m measured
" 24 hr eomp

1/w "
" grab
 *Total plant value is equal to the sum of the values for 001 and 002;
  obtained for each outlet are to be reported.

-------
WV0023281:  Wheeling Pittsburgh Steel Corp. of Follansbee, West Virginia, is in the
Iron, and Steel Manufacturing Category (40 CER 420) producing sinter for use in iron
blast  furnaces (SIC  3312).  A single discharge enters the Ohio River from Outfall 001
consisting of  noncontact cooling water, clearwell overflow, surface runoff, and
process wastewater (wet scrubber blowdown)  from internal Outfall  101.  Only process
wastewater is treated,  receiving neutralization and clarification before combining
with 001.  Because 001  contains  large amounts of noncontact cooling water and
clearwell overflow,  technology-based mass limits are not imposed.  Limits on 101,
however, are based on HPT (=BCT)/BftT  guidelines. using a production rate of-1722 tpd of
sinter.  The facility, claims that because of past restraints put on the treatment
system by the imposition of pH limits on 101, zinc limits may not be achievable.
Therefore, pH  is now limited at 001 and deleted from 101.  According to a compliance
schedule, the  permittee shall achieve the moni.toring requirements pertaining to sample
type at 001 no later than  11/29/85.  During the interim, 24 hour comp.  samples shall
be taken as grab sanples.  Biomonitoring requirements are not included.  The permit
does contain a BMP plan.                                                 ,
Effective Dates
Expiration Date:
March,29, 1985,
March 28, 1990
Abstract Date:
Final Permit
June 5, 1986
                               EFFLUENT LIMITS (FINAL)

W0023281:  Wheeling Pittsburgh Steel Corp.

       Pollutants     ..    Outfall      Avg./Max.  Limits and Ifriits
        Outfall
      :        :
                Monitoring,;
Flow
TSS, Oil and Grease,
Total Lead, Total Zinc
PH
Flow
TSS
• • I"'*-. •
Oil and Grease
Total lead
.'.'•-
Total Zinc

PH v.








....,-.. ... „ . . .
001



101


-
.
:





.

.




monitor only

II
6.0-9.0
— /163 gpn
86/259 Ib/d
X
17/52 «
0.52/1.6

0.77/2.3

monitor






' '< "


:l/m estimate
: " grab
• it it
.11 it
:4/m* measure
: " * 24 hr
: comp.**
:4/m* grab
:4/m* 24 hr
: comp.**
:4/m* 24 hr
: comp.** ,
:4/m* grab'
• ." - ' **
- -' • 't
• - >
• ' ':•:-, ,V '
• . • .
; •
• . '.."..-
. ••
i - .• • .
                                  	•___	
 *The permittee shall not collect all four monthly samples in the same week, and"
  shall attempt to keep the sampling separated by a week
**No later than 8 months from the permit issuance date,  the permittee shall achieve
  compliance with the monitoring requirements (sample type) at 001.  In the interim,
  24-hour comp. samples shall be taken as grab samples.                 ;         •  :

-------
WST0000442:  The Frontier Oil and Refining Company, in Cheyenne, operates a 35,000
bbl/day oil refinery which produces gasoline and asphalt.  This facility is in the
Cracking Subcateaorv of the Petroleum Refining Category  (40 CFR 419, Subpart B) and
has a size factor of 0.95,  a process factor of 1.53,  and  a process configuration of
8.49.  Treatment of process  and storm wastewater consists of an gPl separator, and a
series of non-aerated and aerated ponds.  Part.of the waste stream is discharged via
Outfall 003 to Crow Creek and  the remainder is routed to a large evaporation pond
known as Porter Draw Pond.  Normally, there is no discharge from Porter Draw Pond,
however, it is possible to discharge to Porter Draw via Outfall 004.  Limitations for
BOD, COD, ammonia, sulfide, and TSS are based upon BCT/BAT calculations, whereas,
those for Total Chromium, Hexavalent Chromium, and Phenols are based:upon BPT/BAT
calculations.  The limits for Oil and Grease were derived using Wyoming's in-stream
water quality standards.  Quarterly static  renewal acute tpxjcity tests with
(feriodaphnia and larval fathead minnows are to be performed starting the second
quarter of 1988.  The effluent is considered toxic if mortality is 20% or greater.  If
acute toxicity occurs in the routine test,  a second test  must be performed within four
weeks.  Should acute toxicity occur in the second test, the permittee will be required
to conduct monthly toxicity tests.  If  acute toxicity is  detected prior to January 1,
1990, and the permitting authority deems  it necessary, a Toxicitv Reduction ISvaluatjon
may be required.  If the toxicity cannot be eliminated by January 1, 1991, a
compliance plan, detailing  control  measures and  a  compliance schedule, must be
submitted. Should this plan be acceptable to the  permitting authority,  the permit may
be reopened and irodified.
Effective Date:  January 18, 1988
Expiration Date:  December 31, 1992
                                                      Abstract Date:
    Final Permit
November2, 1988
                               EFFLUENT LIMITS (FINAL)

WX0000442:  Frontier Oil and Refining Company

                          Outfall
                                                                          Monitoring
: : - •. --- - - — --•
plow 003, 004iroonitor onlv :._:..,_.
oH
jrll 	 n
(YD
ftnmonia as N
Sulfide
BQD5
TSS
jfeVV i - ... —.. i i
Oil and Grease
Phenols
Total Chromium_
Hevavalent Chromium

Ann he Toxic ifcv




:6.0 - 9^0 	 __
t 	 	 ?2225/4307 lbs/d 	
:153/336
:1.5/3.3 " 	
? 320/576 "
: 256/401 " -....•__-
•93/176 " (10 ma/1** instant)
:2. 1/4.3
:2.4/7.0 "

:monitor only 	
:< 20% mortality of CeriodaDhnia
; (48 hr) and fathead minnow (96 hr)^


. ' ' . - ,y ' - - .. -.^- ~' '
*Daily averaae/daily maximum. Total discharae from 003 & 004 not to
the above limits. - 	 	
**This limitation shall ao intr. effect January 1. 1989
. ' ' •
rl .» - 	 	 L 	 _ — : ^ 	 -. 	 :
_icont inuous
:l/d arab .'_/_
ll/ffi 	 cc-mp._._
•1/W '"
j2-/m "
il/w "
. n n
_;." grab. ...„_
_i2/m comp
ll/lfl . .
.n "
il/d instant
iJ/g static
: renewal
: ;
•„.".'' • v-
f ' "'
exceed,__._

— ^__.___._.— -—;.—.

-------
•WY0001546:   Star Valley Cheese Co-op operates a cheese processing plant  (SIC 2026)
in Thayne,  Wyoming, and is in the Dairy Products Processing Category (40 CFR 405).
Outfall 001 is process wastewater,  and Outfall 002 is an untreated waste stream
consisting  of noricontact cooling water.  Both outfalls are discharged to the'East Side
Canal.  Due to previous water pollution problems, the facilty has modified its  ~~~~~
wastewater treatment system.   Process wastewater is routed 'to equalization tanks and
then to either of two aerated  reactor vessels,  where chemicals are added to further
the treatment process.  After aeration, settling occurs,  and the clear liquid portion
is decanted and discharged through 001,  A sludge drying  system will be installed and
the dried sludge will be used  as animal  feed.   The permit limits are BPJ based on a
State of Wyoming determination that BCT=BPT effluent guidelines, using the following
production  rates:  5900 Ib/d of butter, 5200 Ib/d of mozarella and provalone cheese,
and 21100 Ib/d of ricotta cheese.  Biomonitoring requirements and a BMP plan are not
included; however, the permit does contain a standard reopener clause for toxic
pollutants.
Effective Date:  December 31, 1985
Expiration Date:  December 31, 1990
                                                         Abstract Date:
                                                                          Final Permit
                                                                         March 4,  1986
                               EFFLUENT LIMITS (FINftL)

WY0001546:  Star Valley Cheese Co-op
       Pollutants
                          Outfall
                                       Avg./Max. LiMts*and -Units.
                                                                         Monitoring
Flow
                         001, 002;monitor only
                                                                       :continuou
PH	
BOD-5
                                 :6.0 - 9.0
                                                                       :2/w  grab
                           001   :11.7/29.4  kg/d
                                                                              comp
TSS
BOD-5
                                 : 17. 7/43. 9
                           002
                                 ill. 7/29. 4
TSS
                                 :17.7/43.9
 *Daily average/daily maximum.   Total discharge from 001 & 002 not to exceed
  the above limits.

-------
W20003115:  Pgcificorp operates the Dave Johnson Power Plant in Glenrock, Wyoming.
This facility is a coal-fired steam electric generating plant in the Steam Electric   --
Power Generating  Category  (40 CFR 423).  Condenser cooling water (up to 200 MGD)  is
discharged via Outfalls 001 through 006, and the two bottom ash settling ponds  which
receive waste fror» various floor  and  surface (including coalpile) runoff, water
treatment plant backwash, sewage treatment plant effluent, metal cleaning wastes, and
wet scrubber blowdown discharge through Outfalls  007 and  008.  Outfall Oil is the
emergency overflow for internal and external plant drainage and the sewage treatment'
plant.  Outfall 020 is the discharge from the sewage treatment plant, which is routed
to the ash ponds before being released.  All outfalls discharge into the North P_lg±£e.
Biasc.  Effluent limitations are based on SAT and. Kyomipg's jn-stpegm water Quality
standards.  Beginning in the fourth quarter of 1988, quarterly chronic static, renewal
toxicity tests are required, using Ceriodaphnia and fathead minnow  larvae.  These
tests are to be performed with 100% effluent, which will consist of a flow weighted
composite of Outfalls 001  through 008.  The effluent will be considered toxic if the  :
survival, growth,  or  reproduction of  either test specjes  as significantly less (at
the 95% confidence interval) than the control.  As of August 1, 1991, there is to be
no chronic toxicity from the combined discharges  of outfall 001 through 008.  Should
toxicity be detected, and the permitting authority deems  it necessary, a Toxjlcity.
Reduction Evaluation  may be required.  The  TEE is to establish the  cause of toxicity,
locate the source, and to eliminate the toxicity.  If the permittee is unable to
eliminate the toxicity by August 1, 1991, a proposed compliance plan, detailing an
approach to control the toxicity  and  a compliance schedule,  is to be submitted
immediately.  If the  plan is acceptable to the permitting authority, the permit may be
reopened and modified.
 Effective Date:  August  1,  1988
 Expiration  Date:   July 31,  1993
Abstract Date:
    Final Permit
November 3, ,1988.
                                EFFLUENT LIMITS  (FINAL)
 WY0003115:   Pacificorp
Pollutants
•
Onf-f^n Av3^/Ma5ftj;4mits*and Units
• • ' " *
pfpw 001 - 006 ^monitor only
Temperature : rNorth Platte River Q Hildebrand is^
tnever to exceed 25.6 C , 	 :
Total Residual Chlorine
Plow
pp
TSS
Total Copper
T/?tal Iron
Oil and Grease
Fecal Col i form
Flow (when discharciincfl—
DH "
Iffl: , 	 i •• • --•
*£&&
Oil and Grease
gpps

si. 84 ka/d (Daily_J5ax3 	 tOJJ_mg/l?*)_
007,008 : monitor^ only 	
?6.0 - 9.0
i30/100 ma/1
:— /l.O "
:— /l.O n
:— /10 "
,_ .jnnn/2000/4000**** (#/ioo mis^
. Oil . ;monitor only 	
"
«
. n '
t n?n -30/45/90**** ma/1
* - - . -
*MnnHi1v averaae/dailv maximum* 	 —
** Not to exceed 0.1 ma/1 at anytime 	
Monitoring
• -
; continuous — _.
.sl/d,
•
. ***see below
continuous
?Vy arab
.11 n
;l/m ",..
. n n
icont. visual^.
j.l/m. grab ...„.
: instant, ...
;l/d grab. ...
. n M
. n n
ilzto " _..
v ^; . ' ." :
" " — . m 	

•' *** Honitorinq must beqin no latej than four minutes after chlorination ancLee 	
repeat
-------
WY0025950:   Pathfinder Mines Corp.  - Big Eagle Mine is located approximately 15 miles
south of Jeffrey City,  Wyoming.   The facility mines uranium '(SIC 1094)  in the Ore
Mining and Dressing Category (40 CFR 440).  Process wastewater from open mine pits is
first routed through a barium chloride feed system, and "then to a single cell     -I
settling pond.  Discharges from  the settling pond are  from Outfall 001  to Crooks  Creek
via an unnamed drainage ditch.  Permit limitations  are based on BAT effluent guidelines
for the  uranium  mining industry (40 CFR 440.33  Subpart C, Uranium, Radium and Vanadium-
Ores  Subcategory).  The permit states that monitoring  of COD and total  radium 226 is
not required.  Runoff from the disturbed mining areas  is to be restrained by
sedimentation control structures designed to  contain runoff resulting from a 10 year,
24 hour  precipitation  event (2.3").  The type of control structures being  used is not
specified.   The permit  contains  a standard reopener clause for toxic pollutants.
Biomonitoring requirements dictate that quarterly acute static renewal  toxicity tests
be conducted with Ceriodaphnia Spp. (48  hr) and  larval fathead minnow (96 hr).  Should
acute toxicity be detected prior to July 1, 1990, a Toxicity Reduction Evaluation may
be required.    ."-.-.••  -.^'/•-.•,,.  ......  .•-,,.   "   . ... -   -.'••," ..'"•  .-..-  •.. -.:., • .*. .
Effective Date:  July 1, 1988
Expiration Date:  June,30r 1993
Abstract Date:
  Final Permit
October 3, 1988
  '              ,               EFFLUENT LIMITS  (FINAL)

Wft)025950:  Pathfinder Mines Corp. - Big Eagle Mine

       Pollutants         Outfall      Avg./Max/ Limits*and Units

Flow
TSS
COD
Total Zinc
Dissolved Radium 226
Tota Radium 226
Tota.. Uranium (as Dl .
Oil and Grease
PH
Biomonitoring


.>•<-" ' .' ' . '







001*** : report
s-20/30 ma/1
:100/200 "
sO. 5/1.0- "
:3/10 PC/1
:10/30 ' "
:2/4 mo/1 V .
•i< 10 - •:•'. •.••*."•> - •.-•••. -;;---
:6.0 - 9.0 ..........
:< 20% mortality of Ceriodaphnia or
: fathead minnow larvae

:l/w instant.
: -" grab
tnot reduired
; 1/g arab
;l/m grab -
inotrecfui red
_jl/ip' grab
. " " **
•I/a "

•I/a v
. • "' •-' '
-•:-••'• '• : .• " ' •••:'•- ,;•: -.-. ,.-..;. • ;•• v".
'* - 	 •"• ' "- '• 	 '': ' ' "'" "'. " -••"• "•• '•'"

: .. . - ..., . , , .. ...... . ,.,.
• '•• - -
.... , .. . • .
s . • •• •••" -' "=•' •;..• r".- - " 	 •"

j . , , -..~... ... « ... .^ ......
*Monthly average/Dailv maximum
**In addition, the samp;
.e shall be monitored visual TV.'.
***Discharge increases caused bv precipitation in excess of a 10 year.
	 larger event (2.3") or snowmelt of equivalent volume are not subject
limits ..........


24-hour or
to the above


-------
WY.0032590:  The Union Pacific Railroad Company is in the process of cleaning up the
company's defunct tie treating plant in Laramie.   The permittee plans to construct a
Reverse Gradient Cutoff Wall Containment System,  including  a water and wastewater
control and treatment system consisting of:  (1)  construction of a subsurface drain
around the inside perimeter  of a soil-bentonite cutoff  wall which will surround the
contaminated area;  (2)  a subsurface drain around  the outside perimeter of the cutoff
wall which will be one foot higher than the  daiside drain to maintain a hydraulic
gradient to the inside; (3) construction of a wastewater treatment plant for the
water collected  inside  the contaminated area; and (4) an irrigation system located
within the containment  area.  The wastewater treatment facility mentioned-in (3) will
consist of an oil-water separator,  a secondary oil removal column containing an oil
adsorbent material  followed  by three columns of activated carbon.  Under favorable
conditions, the effluent from'the  oil-water  separator will be spray irrigate! to
reduce the volume of water through the treatment system and to allow soil micro-
organisms to provide biological treatment.  Effluent from the treatment system will be
discharged to the Laramie River.  Uncontaminated waste  will be discharged .from the
outside drain  (Outfall  001)  and contaminated waste will be discharged from the inside
drain (Outfall 002). Effluent limitations are based on EPA szafcer. qualify, criteria.
The quality of wastewater discharged  at 001  and  002 shall  not cause the value of "Y"  .
to be exceeded as determined by the following equation:   (Flow volume of Laramie  River
at Boyd Bridge in MGD X in-stream concentration  at  Boyd Bridge  in mg/1)  + (Effluent
volume at 001  in MGD X  effluent concentration of 001 in mg/1) +  (Effluent volume  at
002 in MGD X effluent concentration of 002 in mg/1) = (Flow volume of the Laramie
River 4- flow volume of  001 + flow  volume of  002 in MGD) X  (Y).
Effective Date:  March  20,  1986
Expiration Date:  January 31, 1991
Abstract Date:
 Final Permit
March 6, 1989
                               EFFLUENT LIMITS  (FINAL)
VW0032590:  Union Pacific Railroad Company  ,                  -

       Pollutants         Outfall      Ava./Max. Limits and Units
                 Monitoring ..
Flow ( Laramie R. @ Bovd Bridae)
Flow (001 and 002) •-
Arsenic (Total Recoverable

Copper (Total Recoverable)
Zino . " " :

Pianfjinhlorotshenol 2

Bervllium_LTotal Recoverable)
Cadmium " *
Chromium 	 " 	 ; 	
Hex * Chromium 	 " 	 ;
Tron 	 " ; 	

•monitor onlv

sO.04 ma/1 (Y Value)
.
j 0.021 ma/1 fY Value V
:0.047 " .-•",..-,
•2.S6. • " • "
•0 0032 " "
s6.0 - 9.0
•monitor only


it


:l/w instant.
• " continuous
: 2/m qomp
_L_i 	 1^1 — — •— — 1 	 	 	
:l/w arab


-•:•"••-•",
'.-:•:" "
:2/v ."_•
• " "
. n n
. : " "

. n n
M^rcurv " • . " ?" '
N?£fco1 " " t; " "
S«=»len ium 	 " 	 ;
Silver 	 H! 	 5 	
Aeenaphthene 	 j 	

2 , 4-Dinv=kthvlphenol 	 ; 	
Pnlvniiflpar Aromatic Hydrocarbon

U^LJ. ana crease 	 • 	


n

" -
~. "


• **
• . ^







-------
ABSTRACTS OF INDUSTRIAL NFDES PERMITS



              - Part D -




            KEYWORD INDEX
Acrylates (production of)
MS 1775
Acrylic Fibers (production of)
VA 2160 VA 3654
Acrylic Latex Materials
(production of)
FL 2593 NJ 4286
-Treatment by
NH 21172 TX 8907 WY 32590

Activated Sludge (treatment by)
AK 680 AL 302 AL 3247
AL 22314 GA 329 GA 1619
GA 2160 GA 3778 IA 191
IA 3620 IL 744 IL 1244
IL 1350 IL 1414 IL 1767
IL 2453 IL 2861 IL 34622
IN 108 IN 2861 IN 3573
IN 3581 KY 2119 KY 3484
KY 3514 KY 3701, KY 64645
LA 3191 LA 3689 LA 3905
IA 5851 IA 51942 IA 51993
MD 345 MD 2658 MS 213 .-
MS 574 MS 1783 MS 3042
NC 4952 NC 6548 NJ 4006
OH 9261 OK 2429 OK 34321
OR 141 OR 566 . OR 1074
OR 2402 PA 8800 PA 8885
PR 21407 SC 914 SC 1333
SC 1872 SC 2151 SC 3441
SC 26506 SC 33022 SC 37770
SC 38121 SC 38148 SC 42188
TN 2330 TN 2461 TN 2640
TX 86 TX 2933 TX 3531
TX 3948 TX 5576 TX 7021
TX 7862 TX 8907 TX 52825
TX 55107 TX 77593 VA 1660
VA 2160 VA 3433 VA 4677
WA 78 VIA 230 ' WA 281
WA 621 , WA 680 WA 809 ,
WA 825 WI 3620 WV 787
WV 868 WV 5169
Adipic Acid (production of)
FL 2488 VA 5291
Adits
AK 35165 ,
. •
',
Administrative Order (in order to
meet limits)
MA 442
Aeration (of wastewater)
-Final aeration to raise dissolved
oxygen level prior to discharge
AL 2801 AL 22314 CO 1147
GA 329 IA 2089 IL 3140
IL 2453 IL 24074 KY 3514
KY 3701 KY 73237 LA 868
LA 5479 LA 49492 LA 59901
MD 94 MD 1155 MO 1121
MS 1783 NJ 4391 NY 1732
OH 965 PA 8800 SC 914
SC 1848 SC 2798 SC 37826
SC 38555 TN 1899 TX 91855
WA 809 WV 787 WV 868
WV 5533 WY 1546

-^Unspecif ied aeration
AK 396 AK 38652 AR 37770
CO 1121 IN 45284 KY 2119
KY 2780 MD 55182 NC 72648
OR 1074 PA 8800 SC 1015
TN 442 WI 2810

Aerobic Digestion (of wastewater)
GA 1791 IA 191 IL 1244
IL 1350 IL 3140 IL 4219
NY 1732 PR 21407 SC 302
SC 914 WV 868

Aerospace Industry
CA 4111

Agricultural Antibiotics
(production of)
NJ 4952

-------
                                Keyword Index
 Agricultural Chemicals (production of)
 -Fertilizers
   IN 329     IN 2861

 Air Control Equipment (production of)
   CT 1007

 Aircraft
 HManufacture
   MD 4782

 -Manufacture of Parts
   NH 1341

 Air Flotation
 (also see Dissolved Air Flotation)
   AL 841     IL 1414    KY 3484
   UT 507

 Alkyd Resins (production of)
   TX 5576

 Aluminas,  specialty (production of)
   IA 41718   MD 311

 Aluminum (smelting  of)
   OR 60       OR 1708    WA 299
   WA 540     WA 931

 Aluminum Canmaking
   NT 29327

 Aluminum Extrusions
   GA 124

 Aluminum Ingot  (production of)
   MD 2429

Aluminum Products
   IN 3573    MD  93521   WA 299
   WA 931

Ames Test (bioassay for mutagen-
 icity using microorganisms)
   IL 1244    IL  1350    IL 2453
  NJ 4952    NJ 5100
 Ammonia  (production of)
   AK 507     LA 3280    OR 1597
   OR 1635    TX 9105    VA 5291

 Ammonium Nitrate (proiuction of)
   GA 2071    GA 2356
   NE 60      OR 1635

 Ammonium Sulfate (production of)
   GA 2160    VA 5291
 Anaerobic Treatment
 -not specified
   IL 1414    IL 4219
   WA 281
                        KY 3484
 Anodizing
   IL 1724
             MD 93521   WA 299
 Antacids (production of)
   MS 2020

 Antibiotics  (production of)
   IN 3581   PA 8419        ,

 API Separator  (for gravity oil
 removal)
   CO 1147   AK 841     GA 4332
   IL 1244   IL 1414    IL 2861
   IL 4219   IN 108     IA 41718
   MD 345    MD 981     NC 24350
   MT 477    ND 248     PA 12637
   UT 507    WY 442

 Argon Gas (production of)
   LA 3280
                        IN 116
                        OH 9261
                        TN 2640
Ash Pond Discharge
  GA 24104   IA 3611
  MS 2925    ND 370
  SC 1333    SC 3255

Asphalt (production of)
  IL 1244
Automatic Washers (production of)
  OH 965

-------
Keyword Index
Aiitarobile Jacks (production of)
IN 639

Backsliding
IL 33863 WV 5169

Baffles
AK 35165 TX 3654

Ballast Water (treatment of)
AK 841 AK 23248

Barium Chloride
AZ 2144 WY 25950

Basic Oxygen Process
IL 269

Basin Plan (to establish water
quality limits)
-301 Water Quality Plan
CA 4111 CA 5096 CA 5134
CA 29491 ,CA 55115 CA 57177
GA 2160

-303 Water Quality Plan
VA 50822

Basin System
CA 4464 GA 1791 MO 1121
MS 574 SC 3255 TX 2933
TX 3654

BAT (Best Available Technology)
AK 396 AK 23248 AK 35165
AK 43206 AL 108 AL 213
AL 302 AL 1597 AL 3247
AL 3891 AL 29378 AL 54704 .
AR 582 AR 1147 AR 1449
AR 37770 AZ 2144 CA 4464
CA 5096 CO 248 CO 1147
CO 41351 CO 41360 CT 515
CT 2437 DE 51 FL 2771
FL 37338 FL 37869 FL 37923
GA 124 GA 329 GA 507
GA 1201 GA 1791 GA 2071
GA 2356 GA 3646 GA 3778
GA 4332 GA 24104 IA 191
BAT (Best Available Technology)
(Continued)
IA 3387
ID 25259
IL 1384
IL 1830
IL 3115
IL 34622
IN 639
IN 2887
KY 3484
KY 3778
LA 914
LA 3824
IA 5606
MA 1554
MA 3361
MA 26735
MD 1155
MD 2429
MD 55182
ME 22985
MO 4863
MS 2925
NC 1460
NC 4243
NC 58297
NE 19
NE 701
NH 1023
NH 21148
NJ 3166
NJ 5100
OH 965
OK 191
OR 1635
PA 9202
PR 23451
SC 1848
SC 3441
TN 2461
TX 7021
UT 531
VA 1160
VA 3433
VA 5215
WA 264


ID 167
IL 1244
IL 1724
IL 2453
IL 3794
IN 116
IN 665
IN 3581
KY 3603
LA 761
IA 3191
LA 4464
IA 5851
MA 2151
MA 4600
MD 345
MD 1261
MD 2658
ME 639
MO 1881
MO 93521
MS 2941.
NC 3450
NC 23710
ND 248
NE 60
NE 26565
NH 1279
NH 21229
NJ 4286
NM 28100
OH 5142
OK 34321
OR 1708
PA 10987
SC 1368
SC 2453
TN 442
TN 27677
TX 7862
UT 507
VA 2160
VA 3654
VA 5291
WA 281


ID 1163
IL 1350
IL 1767
IL 2861
IL 4219
IN 205
IN 2666
KY 2119
KY 3701
LA 841
IA 3280
IA 5291
MA 1414
MA 3077
MA 26646
MD 981
MD 1279
MD 54321
ME 1406
MO 4782
MS 2232
MT 477
NC 4260
NC 35661
ND 24368
NE 507
NH 396
NH 1341
NJ 540
NJ 4308
OH 926
OH 6327
OR 1597
PA 8800 -
PA 44920
SC 1872
SC 3255
TN 1465
TX 3573
TX 8907
VA 1015
VA 3051
VA 4677
VA 5312
WA 299


-------
                              Keyword Index
BAT (Best Available Technology)
(Continued)
WA 540 WA 621 WA 680
WA 931 WA 3000 wv 779
WV 2542 WV 4405 WY 442
WY 3115 WY 25950

Batch Discharge
CA 4111 MA. 442 NY 72061

Batch Treatment
NC 35661 NJ 3867 OH 9261

Batteries (production of)
SC 1856

Bauxite (refinery)
IA 5606

BCT (Best Conventional Technology)
AK 680 AK 1015 AK 396
AK 43206 AL 3115 AL 1597
AL 54704 AR 37770 CO 1147
CO 41351 CO 41360 EL 2771
EL 37923 GA 1201 HI 281
ID 167 ID 957 ID 1180
IL 1350 IL 34622 IN 1350
KY 2119 KY 3603 KY 3484
KY 3701 KY 64645 IA 841
LA 868 IA 914 LA 4740
LA 5291 MA 3361 MD 2429
MO 4782 MS 3042 MT'248
MT 477 MT 26336 ND 248
NE 701 NJ 5746 OK 191
OR 221 OR 1597 OR 2402
PR 23451 TN 442 TN 1465
TX 3573 TX 7862 UT 507
VA 2160 VA 3433 VA 3654
VA 3697 VA 4677 VA 5312
WA 78 WA 264 WA 281
WA 299 WA 540 WA 1040
WI 43583 WY 442

BCT Cost Reasonableness Test
(40 CER 122.62)
TX 4839

Best Demonstrated Technology
Benthic Organisms
-Sampling Required
AK 23248 SC 4286 SC 40517
SC 42188 VA 1015 VA. 4804
WV 5533

Benzaldehyde (production of)
WA 281

Benzene (production of)
TX 4227

Benzoic Acid (production of)
WA 281
1
Bioassay
-Used to set limits or to deter-
mine toxicity or lacik of toxicity
of wastewater prior to issuing
permit
AR 582 CA 4464 CA 4839
CO 35394 GA 1619 GA 2071
GA 3646 IL 2453 KY 1431
LA 892 LA 4464 MS 2232
NC 4952 NJ 2666 NJ 4120
NJ 30406 RI 1180 SC 1848
TN 1473 TX 3654 TX 91855
WA 680 WA 3000 WA 37263
W 868 WV 4405 WV 5169
WV 5533

-Bioroonitoring of effluent and/or
in receiving water required in
permit (also see Biological Moni-
toring in Receiving Water)
AK 38652 AR 680 AR 1449
AR 36554 AR 37770 FL 2771
FL 37923 GA 507 IL 2453
IN 2861 KY 2119 KY 3484
KY 3514 KY 3701 KY 73237
IA 3115 LA 3441 LA 3751
LA 54828 LA 59846 MA 1414
MD 94 MD 311 MD 345
MD 981 MD 1155 MD 1252
MD 1279 MD 2429 MD 3247
MD 5434 MO 40782 MS 671
MS 1970 MS 27995 NC 3522
NC 4243 NC 4260 NC 6548
PA 11100
                                    4

-------
Keyword Index
-Bicnonitoring of effluent and/or
in receiving water required in
permit (Also see Biological Moni-
toring in Receiving Water)
(Continued)
NC 23710 NC 24350 NC 42501
NC 51161 NC 72648 ND 370
NH 21148 NJ 540 NJ 787
NJ 957 NJ 3166 NJ 3867
NJ 4286 NJ 4308 NJ 4391
NJ 4952 NJ 5100 NJ 5240
NY 72061 OK 1031 OK 1643
OR 515 OR 1708 OR 30589
PA 8419 PA 11100 RI 1139
RI 21539 SC 302 SC 1180
SC 1333 SC 2780 SC 24554
SC 26506 SC 37826 SC 38121
SC 42188 IN 1457 IN 1465
IN 1619 IN 1899 TN 2640
IN 3425 TN 27715 IN 29378
TX 2933 TX 3948 TX 4839
TX 7021 TX 8761 VA 1015
VA 1295 VA 1660 VA 2160
VA 3051 VA 3433 VA 3654
VA 3697 VA 4677 VA 5291
VA 5312 VA 26557 VA 50822
WA 281 WA 299 WA 931
WV 779 WV 787 WV 4626
WY 3115 WY 25950
•" .
-Biomonitoring-Acute
AK 23248 AK 43206 AL 108
AL 1597 AL 1970 AL 2666
AL 2801 AL 3115 AL' 3247
AL 29378 AL 54704 AL 55239
CA 29491 CA 5096 CA 81787
FL 2593 FL 37869 GA 124
GA 329 GA 1201 GA 1619
GA 1791 GA 2160 GA 2356
GA 3646, GA 3778 GA 4120
GA 4332 GA 24104 GA 26735
GA 49336 ID 26468 IL 1244
IL 1350 IL 2453 IL 2861
IL 3140 IL 27074 IN 3581
KY 1431 KY 2119 KY 3603
LA 761 LA 841 LA 914
-Biomonitoring-Acute (Continued)
LA 2771 LA 3280 IA 3689
LA 3824 LA 5479 LA 51993
LA 51942 MS 2232 MT 477
NE 19 NE 60 NE 507
NE 647 NE 701 NE 1210
NE 26565 NH 21172 OH 965
OR 60 OR 221 OR 566
OR 1074 OR 1112 OR 1597
SC 40517 SD 299 TX 3531
TX 7862 TX 8907 UT 507
VA 4804 WA 78 WA 230
WA 264 WA 299 WA 540
WA 825 WA 1040 WA 25721
WI 1309 WI 2798 WI 2810
WI 3620 WI 37991 WI 54500

-BianKjnitoring-Chronic
AK 396 AK 23248 AL 302
AL 26328 CA 81787 FL 2771
ID 1163 ID 26468 IL 1244
IL 1350 IL 2861 IL 24074
IN 3581 LA 868 LA 5606
LA 41718 OH 965 OR 566
OR 1074 OR 1112 SC 1490
TX 52825 WA 230 WA 2062
WA 21954 WA 25121 WI 1309
WI 2798 WI 2810 WI 3620
WI 37991
Biological Assessment (monitoring
to determine impact of discharge,
also see Benthic Organisms)
AK 23248 AK 43206 AL 2801
CT 2101 SC 1180 SC 1830
SC 1848 SC 4286 SC 37826
SC 38121 SC 40517 SC 42188
VA 1015 VA 4804

Biological Monitoring (also see
Receiving Water Monitoring)
AK 23248 AK 43206 CA 81787
OR 1112 VA 1015 '

Biological Oxidation
MT 477 NJ 4120
              Biological Treatment (unspecified)
               AL 1597    AL 1970   AL 3891
               AL 36544  CO 1147   ID 1163

-------
Keyword Index
Biological Treatment (unspecified)
(Continued)
n.
NJ
OR
PA
WA
24074
2666
60
9300
1091
IA
NJ
OR
UT

914
4286
1589
507

IA
NY
PA
VA

3115
72061
8800
1015

Bioroonitoring (see Bioassay)






Blended Fuels Program
NY

72061









Slowdown
-Boiler
KL
FL
GA
IL
IL
Hi
IN
IN
KY
IA
NO
NC
NE
PA
TN
TX
VA

1970
1040
2160
1244
1767
2861
1414
2861
3484
3191
370
4243
507
11100
27715
7021
3051

CA
FL
IA
ZL
IL
IL
IN
IN
KY
MD
WO
NC
NJ
SC
IN
TX
VA

5096
34690
3611
1384
1830
34622
1929
2887
3514
981
4863
58297
787
1830
29378
9105
50822

CT
FL
IL
IL
IL
IN
IN
KY
KY
ME
MO
NE
OR
IN
TX
UT


2101
37869
744
1414
2453
329
2666
2780
3603
22985
93521
60
2021857
1619
3573
507


-Cooling Tower
AL
FL
GA
IA
IL
IN
KY
KY
MD
MS
NE
OK
OR
TN
1970
1040
2071
191
2453
108
3484
64645
345
2925
60
2429
30589
2640
CA
FL
GA
IL
IL
IN
KY
LA
MD
MS
NE
OR
OR
TN
5096
37869
2160
1244
2861
116
3603
761
2658
28258
507
1112
2021857
29378
CO
GA
GA
IL
IL
IN
KY
MD
MD
NC
NE
OR
TN
TX
1121
507
4120
1767
34622
2887
3701
94
54321
58297
701
141
1619
3531
-Cooling Tower
TX 7021 TX
UT
VA

507
5291

VA
VA

(Continued)
8761 TX
1015
50822

VA


9105
2160


-Deionizer
IL
34622




-Softener
IL
TN

34622
1619

OH
TN

9261
1929

TN


1414


-Unspecified
CA

Blue
5134



Book, EPA


(Water
BMP Plan (required in
AK
AK
AL
CO
FL
FL
IA
IN
KY
KY
IA
MA
MO
NE
NJ
NJ
NJ
OR
OR
SC
SC
SC
SC
SC
SC
SC
SC
SC
VA
VA
WA
396
43206
22314
248
2771
37869
191
2666
1431
3514
761
22225
4863
507
540
3867
5100
515
2542
914
1333
1830
2453
3255
24554
37770
38148
42188
2160
5312
931
AK
AL
AL
CO
FL
FL
ID
IN
KY
KY
IA
MD
NC
NE
NJ
NJ
NJ
OR
RI
SC
SC
SC
SC
SC
SC
SC
SC
TN
VA
VA
WA
23248
2801
46370
1147
34690
37923
809
3581
2119
3603
54828
311
58297
647
787
4120
5240
1112
21539
1015
1368
1848
2780
3441
26506
37826
38555
27715
3654
26557
2062




Quality
permit)
AK
AL
AZ
FL
FL
GA
IL
IN
KY
KY
LA
MD
NE
NE
NJ
NJ
OH
OR
SC
SC
'SC
SC
SC
SC
SC
SC
SC
UT
VA
WA
WA
38652
3247
2144
2593
37338
124
2267
45284
3484
3701
59846
1279
60
26565
3166
4286
6327
1589
302
1180
1490
1856
2798
4286
33022
38121
40517
531
5215
281
30899

-------
Keyword Index
EMP's (Best Management Practices
— facilities and practices in
vise)
AL 213 AL 3891 CO 35394
FL 2488 EL 37869 GA 2071
IA 60 MO 4863 MS ,2941
OR 2542 WV 23281

BODU (Ultimate BOD; used in
wasteload allocations)
MS 2941

BOD 5 (without nitrification
suppression)
. '. .-'...
BET (Best Professional Judgement,
used to set limits)
AK 396 AK 663 AK 680
AK 841 AK 26662 AK 27511
AK 35165 AL 302 AL 1597
AL 1970 AL 2666 AL 3247
AL 22314 AL 26328 AL 54704
AL 55239 AR 680 AR 1147
AR 1449 AR 36544 AR 37770
CA 4111 CA 5096 CA 6165
CA 29491 00591 CD 1121
CO 32158 CO 36897 CT 515
CT 1007 CT 1457 DE 51
FL 2488 FL 34690 FL 37338
FL 37869 GA 1201 GA 1619
GA 1791 GA 2071 GA 3646
GA 3778 HI 281 IA 3611
IA 3620 ID 892 ID 957
IL 2267 ZL 2691 XL 24074
ZL 34622 IN 116 IN 655
IN 1350 IN 1414 IN 1929
IN 2887 KY 1431 KY 2119
KY 2780 KY 3484 KY 3514
KY 3603 KY 3701 KY 3786
KY 64645 IA 761 IA 841
IA 868 IA 2771 IA 3689
IA 3751 IA 3905 LA 5291
IA 5606 IA 5851 LA 41718
IA 49492 IA 54828 MA 1414
MA 1554 MA 2151 MA 3077
MA 3361 MA 4600 MA 103128
MA 22225 MA 26646 MA 26735
MD 345 MD 1155 MD 1252
MD 1279 ME 639 ME 1406
BPJ (Best Professional Judgement,
used to set limits) (Continued)
ME 2216 ME 22985 MO 281
MO 370 MO 1881 MO 2411
MO 2534 MD 4782 MO 4863
MS 1775 MS 1970 MS 2232
MS 2941 MS 28258 MS 31704
MT 477 MT 26336 NC 892
ND 248 ND 370 ND 24368
NH 469 NH 1023 NH 1279
NH 1325 NH 21148 NH 21172
NJ 540 NJ 787 NJ 957
NJ 3166 NJ 3867 NJ 4120
NJ 4286 NJ 4308 NJ 4391
NJ 4952 NJ 5100 NJ 5240
NJ 5746 NJ 29327 NY 1732
NY 7269 CH 493 OH 523
OH 965 OH 5142 OH 6327
OH 9261 OK 191 OK 1031
OK 1643 OK 2429 OK 34321
OR 515 OR 2542 OR 30589
OR 30929 PA 5444 PA 8419
PA 10987 PA 11371 PR 23329
PA 23451 RI 21610 SC 302
SC 914 SC 1180 SC 1333
SC 1356 SC 1848 SC 1856
SC 2151 SC 2453 SC 3255
SC 3441 SC 26506 SC 37826
SC 38121 SC 38555 SD 299
IN 264 TN 442 TN 1457
TN 1465 IN 27715 TX 3531
TX 4227 TX 4839 TX 5576
TX 7021 TX 8761 TX 55107
TX 64912 UT 507 VA 2160
VA 3433 VA. 3654 VA 4677
VA 4804 VA 5291 VA 5312
VA 26557 WA 281 WA 299
WA 540 WA 825 WA 1040
WA 3000 Wl 1041 WI 1309
WV 787 WV 4405 WV 4626
WY 1546

BPT (Best Practicable Technology)
AK 1015 AK 26662 AL 108
AL 302 AL 3115 AL 3247
AL 29378 AR 582 AR 1147
AR 1449 CA 5134 CO 1121
GA 124 GA 507 .'GA 1201
GA 1719 GA 3778 GA 24104

-------
Keyworx
BET (Best Practicable Technology)
(Continued)
HI 281 IA 3522 ID 1163
3D 25259 IL 1244 IL 1350
IL 1384 IL 2861 IL 3417
IL 3794 IL 4219 IN 116
IN 205 IN 2666 IN 2861
IN 2887 IN 3581 KY 2119
KY 3484 KY 3603 KY 3701
IA 761 IA 841 IA 914
IA 2771 IA 3115 LA 3751
IA 3905 IA 4740 MD 94
MD 1261 MD 2429 MD 55182
MO 1881 MO 2534 MS 213
MS 2020 MS 27995 MT 35
MT 248 NC 3522 NC 4243
NC 4260 NC 5266 NC 6548
NC 24350 NC 35661 NE 26565
NH 21148 NJ 4286 NJ 4952
NM 28100 OH 9261 OR 2402
SC 1015 SC 1872 SC 3255
SC 3441 SD 299 TN 27677
TX 3948 TX 7862 UT 531
VA 1015 VA 1660 VA 3433
VA 4677 VA 5215 VA 5291
VA 5312 WA 230 WA 281
WA 299 WA 621 WA 680
WA 825 WA 931 WA 1040
WI 2798 WI 43583 WV 116
Brine Purification System
WA 37265
Bubble Concept (sum of discharge
values of all outfalls equals
total facility discharge, which
is the regulated value)
IA 3620 MO 1261 MD 1279
MS 26140
Buffer Zone
FL 37869
Butadiene (production of)
LA 914 TX 3531 TX 4227
Bypass Emergency Outfall
CO 32158 MS 28258 PA 9300
WV 868
3 Index




























<
<

.
m
C

        Cadmium Sulfide Pigments
        (production of)
          MD 1279

        Caprolactam (proctuction of)
          GA 2160    VA 5291

        Carbofuran
          NY 345,

        Carbon Adsorption Treatment
        (Granular'Activated Carbon)
AL 213 .,
IN 3573
MA 442 ;
NC 24350
NY 345
SC 40517
WV 5169
CO 36897
KY 3484
; MO 2411
NJ 5100
NY 7048
TN 2461
WY 32590
IN 2861
IA 5487
MS 27995
NJ 30406
SC 37826
TX 52825

        Carbon Dioxide,  Liquid
        (production of)
          IA 3280    VA 5291

        Carbon Tetrachloride
        (use in production)              ,
          TX 4839

        Carpets (production of)
          GA 24104   VA 2677     '

        Catalytic Chemicals (production of)
          MD 311

        Caustic (production of NaOH)
          TX 8907    K¥  3484
          OR 1597

        Cellophane Film  (production of)
          IN 1414

        -of  Process Waste
          IN 2861    OK  191

        -of  Sludge
         (see Sludge  - Cenfrifuge)

        Ceramic Tiles (production of)
         PA 11894
8

-------
Keyword Index
Chemical Addition (coagulation,
precipitation^ flocculation)
-Inorganic Precipitates (lime,
alum, ferric chloride, etc. ; also
see Lime and Settle Treatment)
AK 38652 AL 2666 CA 6165
. CO 32158 CD 35394 CT 515
CT 1007 CT 3671 ID 167
ID 25259 H, 1244 IL 1350
IL 3115 IL 3140 IL 3794
IL 24074 IL 33863 IN 27
IN 45284 KY 2119 KY 3484
KY 3514 KY 3603 IA 3905
MD 311 MD 981 MD 1252
MD 2429 MD 2658 ME 2861
MO 2411 MS 2232 MS 2925
NC 4260 NC 6548 NE 507
NE 647 NE 701 NE 26565
NJ 4391 OH 965 OH 3051
OK 1643 OR 69 PA 11894
PR 23329 SC 1848 SC 2780
SC 38555 UT 531 VA 1295
VA 3654 WA 680 WI 34866
WV 868
• •
-Not Specified •'•'•..'•••'
AK 23248 AK 43206 AL 213
AL 302 AL 841 CO 1147
CT 1457 CT 2101 DE 51
FL 37869 FL 37923 GA 329
GA 3646 GA 26735 IA 191
ID 167 ID 26468 ... IL 1767
IL 2861 IN 108 IN 205
IN 329 IN 639 IA 761
IA 868 IA 914 LA 3191
IA 3824 LA 5291 IA 5851
MA 1554 MA 3077 MA 3361
MA 4600 MA 26646 MA 26735
MD 1279 MD 55182 ME 1406
MO 93521 MS 671 MS 2020
NC 24350 NE 1210 NH 1023
NH 1341 NJ 3867 NJ 4006
OH 523 OH 3051 OR 30589
PA 8800 PA 9202 PA 11371
PA 44920 SC 118,0 SC 1872
SC 4286 SC 24554 TN 1457
TN 1465 TN 1899 TN 2640
-- ... •
-Not Specified (Continued)
TN 27715 TX 7439 TX 77593
TX 94498 VA 1015 WA 540
WA 621 WA 2062 WA 5450
- ' , -, ' • - •;
-Polyelectrolytes
, AK 23248 KY 2119
•
Chemical Blending Facility
NJ 787
''-.'•. "...
Chemical Oxidation
—Cyanide (see Cyanide Treatment)
IL 33863

-Phenols (see Phenols, Oxidation of)

-Unspecified
CA 4111 CT 1457 MA 2151
NH 469 , OH 493 WA 931

Chemical Reduction
-^Unspecified
AR 1147 CT 1457 MD 1155
MS 2232

• Chlor-Alkali Facility /
KY 3484 IA 761

Chlorinated Solvents (production of)
KY 2780

Chlorination (of wastewater, also
see Disinfection)
AK 680 AK 27511 AK 38652
AL 302 AL 1970 GA 329
GA. 1719 GA 2160 GA 26735
GA 49336 IA 2089 ID 1180
IL 744 IL 1414 IL 1830
IL 2453 IL 3115 IL 24074
IL 34622 IN 116 IN 2887
IN 3581 KY 3778 IA 3191
IA 3280 IA 3689 IA 5479
IA 5487 MD 1155 MD 2429
MD 2658 MD 3247 MO 1121
MS 1783 NC 3450 NC 3522
NC 6548 NC 35661 NC 58297
ND 370 NE 701 NH 1325

-------
Keyword Index
Chlorination (of wastewater, also
see Disinfection) (Continued)
NJ 4286 NJ 4391 MN 28100
OK 2429 OR 60 OR 141
OR 1074 PA 8800 PA 9300
PA 11894 SC 302 SC 914
SC 1848 SC 2151 SC 2453
SC 26506 SC 38121 SC 38555
SC 37826 SD 288 TN 1899
TX 86 TX 4839 TX 6271
IX 7439 TX 8907 TX 52825
TX 91855 VA 1295 VA 3697
VA 4677 VA 5312 VA 50822
WA 299 W 5533

Chlorine Gas (production of)
KY 3484 LA 761 ME 639
OR 1597 TX 8907

Chlorine Toxicity Evaluation
SC 914

Chlorofluorocarbons (production of)
KY 3603

Chlorosulfamic Acid
(production of)
IN 329
Chromate Conversion
LA 3751

Chromium Treatment (also see
Chemical Reduction)
-Hexavalent Chromium Reduction
AR 302 CA 4111 CT 515
CT 1007 CT 1708 GA 124
GA 2071 IL 1724 IN 639
MA 1414 MD 1155 MD 1252
ME 639 ME 1406 MO 93521
MS 671 NE 507 NE 1210
PA 11371 SC 1473 SC 1872
SC 2780 SC 4286 SC 24554
TN 1473 TX 2933 UT 531
Circuit Boards (production of)
IN 655 NH 21148 PA 44920
Clarification
AK 38652 AL 1597 ' IL 24074
CT 2101 GA 120i GA 1791
GA 4336 GA 24104 IA 191
ID 1163 IL 1350 IL 1414
IL 3115 IN 27 IN 2861
IN 45284 KY 2119 KY 3603
KY 3701 LA 914 LA 2771
LA 3689 LA 51993 LA 51942
MD 311 MD 345 ME 286
MT 35 NC 3522 NC 4243
NC 4260 NC 6548 ND 370
NJ 4120 NJ 5100 OR 141
OR 566 OR 30589 OR 1074
OR 1112 PA 8800 PA 10987
PA 11100 PA 11894 SC 1015
SC 1180 SC 1490 SC 2151
SC 2798 SC 3255 SC 26506
SC 37826 SC 38121 TN 1899
TX 7862 TX 52825 TX 77593
VA 3433 VA 3654 VA 3697
VA 4677 VA 50822 WA 78
'WA 264 WA 825 WA 1091
WA 21954 WI 3620 WI 37991
WI 43583 WV 23281
.•'';. :
Coal Mining
AL 46870 MD 55182
Coal Pile Runoff (also see
Leachate) ,
FL 37869 GA 1201 MD 55182
MO 370 MS 2925 MS 28258
ND 370 OH 9261

Cobalt Catalyst (production of)
VA 5291

Coke
-Production of
AL 29378 MO 370 IL 1244

Columbium (smelting/refining)
OR 1112


     10

-------
Keyword Index
Comminution (preliminary treatment
of wastewater or sludge by-
grinding)
-Wastewater
AL 1970 GA 49336 ND 370
. - . -. - -
NE 701 SC 302

Compliance Schedule (also see BMP
Plan and Construction, of , New
Treatment Facilities)
AK 1015 AL 213 AR 1147
JCA 4111 CA 5134 FL 2488
FL 37869 IL 2691 IN 2666
IN 45284 KY 3603 KY 3778
LA 892 IA 3191 MD 1155
MD 2429 MM 392 MS 3212
NE 647 NE 26565 ;NH 1279
NJ 3867 NJ 787 NJ 4120
NJ 4308 NJ 4952 NY 345
OH 523 OH 965 OH 9261
PA 11371 RI 1139 RI 1180
SC 1848 TN 2640 OT 507
VA 1660 WA 281 W 4626
- ' -. . ' - •
Concentration (discharge limits)
AK 396 AK 23248 AK 37303
AK 38652 AK 43206 ; AL 302
AL 841 AL 3247 AL 1970
AL 2801 AL 26328 AL 46370
AR 680 AR 1147 AR 36554
CA 29491 rCA 81787 CO 1121
CO 32158 CO 35394 CO 36897
CT 1007 CT 1457 CT 2101
CT 2437 DE 51 DE.665
FL 1040 FL 2488 FL 2771
FL 34690 FL 37338 GA 1201
GA 2160 GA 4120 GA 26735
IA 2089 ID 26468 IL 744
IL 1244 IL 1350 IL 1414
IL 2453 IL 2691 IL 3115
IL 3417 IL 33863 IN 27
IN 108 IN 116 IN 1414
IN 2861 IN 288? IN 3573
IN 54267 KY 2780 KY 3778
KY 3786 KY 64645 LA 60
LA 841 LA 914 IA 2771
IA 3191 LA 3751 LA 3824
LA 3905 LA 4464 LA 5479
Concentration (discharge limits)
,...-• (Continued)
LA 5851
LA 59901
MA 1571
MA 4600
... \ . • MD 94
MD 2429
MD 54321
ME 22985
MO 93521
-MS 26140
MT 26336
NC 4243
NC 42501
ND 370
NE 507
NH 1023
NH 1341
NJ 787 ,
NJ 3867
NJ 29327
OH 523 ,
OK 191
OK 2429
OR 566
OR 1708
PA 1790
PA 11894
SC 1015
SC 1830
SC 2151
SC 37826
TN 264
IN 1473
TX 86
TX 4227
TX 7862
TX 55107
VA 1660
VA 4677
. VA 5291
VA 50822
WA 931
WI 1309
WY 3115 :
.
Concentratio
LA 51993
MA 442
MA 2151
MA 103128
MD 311
' MD 2658 .
Mb 55182
. MO 2411
MS 2232
MS 28258
NC 892
NC 4260
NC 51161
NE 19
NE 1210
NH 1279
NH 21148
,;NJ 957 '
NJ 4391
NM 28100 :
OH 6327 '.
OK 1031 ,
OK 34321
OR 1112
OR 30589
PA 9300
PA 44920
SC 1368
SC 1848
SC 2780
SC 40517
TN 1457
TN 2640
TX 2933
TX 4839
TX 8761
TX 64912
VA 2160
VA 4804
VA 5312
WA 281
WA 1040
WI 54500 .;-.•
WY 32590

n Derived M?
LA 54828
MA 1554
MA 3077
MA 26735
MD 1155
Mb 3247
ME 1406
MO 3236
MS 2925
MT 477
NC 3450
NC 35661
NC 58297
NE 60
NH 469
NH 1325
NH 21229
NJ 3166
NJ 5746
'01.493
CH 9261
OK 1643
.OR 141
OR 1635
OR 2021857
PA 11100
RI 1139
SC 1490
SC 1856
SC 4286
SD 299
TN 1619
TN 27715
TX 3573
TX 7021
TX 9105
VA 1015
VA 3697
VA 5215
VA 26557
WA 299
WA 2062
WV 4405


»s=s T.iTrn'Ke:
     11
               DE 51      IL 744     IL 3794

-------
                                Keyword Index
Ooneentration Derived Mass Limits
(Continued)
XL 4219
Kf 3778
MO 370
PA 11371
IN 655
MA 1414
MS 2232
SC 1848
KS 1887
MA 26646
MS 2925
TX 4839
Construction (of new treatment
facilities to meet permit
limits)
  CA 4111    GA 26735   IN 2861
  MD 345     MS 1970    NE 26565
  NT 4308    OH 965     PA 11371
  PA 11894   SC 37826

Consent Decree
  CO 591     MD 1261    OR 1112

Contact Cooling Water
H, 744
MD 94
NE 1210
SC 1848
WA 299
IL 3115
*MD 345
NT 957
VA 5291

MA 442
NE 647
NT 4286
VA 5312

Contract Hauling
-of wastewater
  IN 1929    NT 787

Controlled Release
(of wastewater)
  CA 4111    IN 1350
  SC 38121
NT 5240
Cooling (of wastewater)
  LA 51942   SC 40517   IN 1899
  IX. 8907    VA 2160

Cooling Tower
(see Slowdown - Cooling Tower)

Corn Products (production of)
  IA 3620    IL 3417    IN 27

-Milling or finishing of
  NC 35661   SC 2151    VA 50822

Cumulative Discharge Limits
  ND 24368
                    -L Cyanide (treatment of)
                     -Destruction    ~,  :
                       AR 1449    CT 2437
                       GA 26735   MA 1414
                       NE 507     NT 3867
                     -Oxidation
                       CA 4111
                       MA 26646
              IL 1742
              PA 11371
                                                                     GA 1619
                                                                     MA 1554
MA 1554
SC 4286
                     Cycles of concentration (ratio of
                     intake flow to blowdbwn flow in
                     power plant)  ,            ,
                      -FL 37869

                     Cyclohexane (production of)
                       TX 8907

                     Cyclohexanol (production of)
                       VA 5291

                     Cyclohexanone (production of)
                       VA 5291
                     Daphnia Magna Bioassay
                       AL 22314   VA 2160
                       WV 1261    WV'1805
                       WV 5169
                         WV 787
                         WV 4626
. Dechlorination (of wastewater)
   AR 1147    FL 37869   ZL 24074
   KY 3484    LA 3689    LA 5487
   MD 1155    NC 35661   OK 2429
   TN 2461    VA 1295   -: •

 Demineralization (of process or
 wastewater,  also see reverse
 osmosis)
   CO 32158   TX 3573

 Detergents (production of)
   SC 37826

 Detoxification        ,
   AL 1597
                                     12
                     Development Document
                     limits)
                       AR 36544   LA 60
                       TX 8761
                      (used to set
                        NE 507

-------
                                 Keyword Index
Diffuser/Submerged Outfall
  AK 23248   GA 3778    NJ 4120
  SC 38121   WA 230     WA 281,
  WA 1091    -,'/.,          ,

Dilution (allowed to attain
permit or water quality limits
in  place of treatment)   ,
  AK 23248   GA 4111    OR 1635

Dilution Ratio (of discharge; ?    ' ; ••[,.
considered in setting limits)
  CA 5134 ;   IN 1350    IN 1929-  ,
  NY 72061   SC 2151

Dimethyl Terephthalate  (production of)
  -SC 1333^    SC 2798         ,  :,      ,

Dinitrobutylphenol  (pesticide,  v
production of)
.; MS 27995   "?; ..-:."'.  .   - .  '   ' [•: -':•.  ' •  '."•''

Disinfection (of wastewater,
type not specified)
  AL 22314 - IA 6135    IL 1244

Disinfection (of wastewater,
type not specified)
  NY 1732    PA 8885    PR 21407
  SC 1848           'v -r.v  •::••'•'

Dissolved Air Flotation
 (DAP, also see Air Flotation) f
  AK 841     AK 23248   'IL 1244
  IL 2861    IN 108     LA 914 ,
  LA 51942   LA 51993  uMD 345   •
  NC 4260    NC 6548    SC 38555
  TX 4839    VA 5215    WA 21954

Dissolved Oxygen Monitoring  Program
 (required in permit)
• GA 1619 -   ';..-'•....•/• ; ;;.;;,-:-  ;  :,V:'.:;;,;_

Distillers Dried Grain & Solubles
  KY 64645 --• - '•'>. /•.. ".'••,•-'•'-.•';•.. •-.-•-.••-•••'•, ••.'

DMR's (Discharge Monitoring
Reports, used in. setting
limits)          '•.,'':•-•    V .-.'..   '•    '   .  :
  MS 2232    NJ 5240  :                13
 Distillation ;        >• ;
   IL 1244 :'.- IL 33863   KY 3484 -

 Distillation Recovery      ?
   NY 72061      V;

 Drinking Water Standards  (used to
 set limits)              ".;•'••'. '-
   CA 81787   KY 3484    LA 60
   MD 1155.•/;••    .-•; -/.-;

 Drydock       *         .
 -Floating        '     .   •
 ; RI 21539; .. : .••  . ; ' .;;"   '( '  :  ;  ,

 Dumping Zone -'•;,••''-••-,,...":-.•-.-- >:»;.;•
   AK 37303  /-•' -•'• ;'v;:-;  ; -- : '. ••;^'''-;'\;

 Effluent Guidelines  (used in
 setting' permit limits)
':..  AK I0l5  '  AK 26662  sAK 37303
 ,  AK 38652   AL 108     AL 302
   AL 2801    ;'AL 3115 '•'.  KL 3247
   AL 29378   AL 46370   AR 1449
   CA 4839    CA 5134    CO 248
   CO 1147   ; CT 515     CT 1457
   CT 2101    CT'2437    CT 3671
   DE 51      FL 2771    FL 37338
   FL 37869   FL 37923   GA 124
   GA 329     'GA;507     GA 1201'
   GA 1791    GA;2071    GA 2356,
   GA 3646    GA 3778    GA 4120
   GA 24104   GA; 26735   GA;49336
   IA 191     ;IA 2089    IA 3522
   IA 3611    IA 3620    ID 1163
   ID 1180    ID 26468   IL 1244
.'.. - IL 1724    ±L 2453    TL 2861
   IL 3794    II, 4219 .: •, IN 108
   IN;ll6     IN 205  ;   IN 639   !"
   IN 655     IN 1350    IN 2666
   IN 2861    IN 2887    IN 3581
   IN 54267   KY 2119,    KY 3484
   KY 3514    KY 3603    KY:3778
.,  LA 761,     IA 868     LA 3115
 "LA 3191    IA3751    LA^3824
   IA 5606    LA 5851    LA 51993
 •  MA 442,    ; MA 1414  C  MA 1554
   UA 1571 •;•» MA 2l5l    MA 3077'
   MA^ 33-61    MA 4600   -MA 22225

-------
Keyword Index
Effluent Guidelines (used in
setting permit levels) (Continued)
MA 26646 MA 26735 MD 94
MD 345 MD 981 MD 1155
MD 1279 MD 2429 MD 2658
MD 3247 MD 54321 MD 55182
ME 639 ME 1406 ME 22985
NM 256 MO 2534 MO 93521
MS 191 MS 213 MS 574
MS 2020 MS 2232 MS 2925
MS 2941 MS 3042 MS 27995
MS 28258 MS 31704 MT 248
MT 35 MT 447 NC 3450
NC 4260 NC 3522 NC 4243
NC 5266 NC 6548 NC 23450
NC 23710 NC 35661 NC 58297
ND 370 NE 19 NE 60
NE 701 NE 26565 NH 396
NH 1023 NH 1279 NH 1341
NH 21148 NH 21229 : NJ 4286
NJ 4308 NJ 4952 'OH 965
OH 3051 OH 9261 OK 191
OK 2429 OK 34321 OR 60
OR 141 OR 221 OR 1597
OR 1635 OR 1708 OR 2402
OR 30589 PA 11100 PA 8419
PA 8800 PA 9202 PA 11371
PA 12637 PA 44920 SC 1015
SC 1333 SC 1368 SC 1830
SC 2151 SC 2453 SC 2780
SC 3255 SC 3441 SC 4286
SC 24554 SC 38121 SC 42188
TN 1465 TX 86 IX 2933
TX 3573 TX 7862 TX 8907
IX 9105 UT 531 VA 1015
VA 1660 VA 2160 VA 3051
VA 3433 VA 3654 VA 4677
VA 5215 VA 5291 VA 5312
WA 78 WA 230 WA 281
WA 299 WA 540 WA 809
WA 931 WA 2062 WA 3000
WI 1309 WI 2798 WI 2810
WI 37991 WI 43583 W7 4626
WY 3115 W 25950

Effluent Standards, State (also
see General Permit Requirements)
-Industrial Waste ,
CO 591 CO 32158 CO 41351
-Industrial Waste (Continued)
CT 2437 DE 51 FL 37338
IL 1244 IL 2453 IL 2691
IL 2861 IL 3115 IL 3417
IL 3794 IL 4219 IL 24074
KY 2119 KY 3514 KY 3603
NM 28100 OH 9261 IX 5576
. TX 52825 ,
[ .V . ! ~ J... ..
-Sanitary Waste
1 CO 33537 "
' ' '. - • '
EIS (Environmental Impact
Statement)
FL 37869

Electric Appliances (manufacture of )
MD 1155 - :
' * ••-, •-•-.' '•'•;••,"
Electrical Cable
IL 744

Electrical Components (production of)
MO 4863
* :
Electrical Motors cind Controls
(production of)
MO 2411 SC 4286

Electrochemical Treatment ;
(unspecified)

Electrocoagulation
,CO 35394

Electrodes (production :of )
SC 38555 ; ;-.'-••

Electroflocculation
CO 35394

Electronic Equipment
CO 36897
.-*,..,. ..._, - . '....... ,
Electroplating Wastewater.
GA 26735 IN 1929 MO 2411
MO 4863 , MS 671 NE 1210
PA 1554 PA 11100, PA 11371
SC 1848 SC 2780 UT 531
     14

-------
                                Keyword Index
Emulsifiers (production of)
  SC 37826

Endangered Species Act
  OK 34321

Environmental Supervisor
(appointment required at
facility by permit)
  OR 515     OR 2542

EPA Regional Guidance (for permit
limits, especially for storm-
water and non-contact cooling
water)
  FL 37338   IL 2861    KY 3484
  KY 3701    LA 841     LA 59901
  NH 469     NJ 957     NJ 2666
  NT 4120   ,NJ 4391    NJ 5240
  NJ 29327  ;OK 1031    OK 34321
  IX 7021    IX 9105    TX 91855
  VA 1295    WV 787     WV 1261
Equalization
  AK 38652
  AR 37770
  DE 665
  GA 3778
  IL 2356
  IL 34622
  IN 2861
  KY 3514
  KY 64645
  LA 5487,
  MA 3361
  MS 2020
  MT 477
  NC 4260
  NE 701
  NJ 4120
  OH 965
  PA 11100
  SC 1180
  SC 2151
  SC 3441
  TX 5576
  TX 52825
  VA 50822
(of wastewater flow)
AL 1597    AR 36554
CA 81787   CT 1007
FL 37869   GA 1619
GA 26735   IA 191
IL 3140    IL 4219
IN 108     IN 329
IN 3573.    KY 2119
KY 3701    KY 3778
LA 841     LA 3689
LA 51942   IA..51993
MD 981     ME 2861
MS 2941    MS 31704
NC 892     NC 3450
NC 35661   NE 507
NJ 3166    NJ 4006
NJ 4286  "  NJ 4391
OK 2429    OR 141
PA 12637   SC 302
SC 1490    SC 1848
SC 2798    SC 3255
SC 38121   TX 3531
TX 7862,    TX 8907
VA 2160    VA 3433
WA 230     WY 1546
Estuary  (discharge to)
  FL 37869

Ethanol  (production of)
  KY 64645

Ethylene (production of)
  IA 191    KY 3484    TX 3531

Ethylene Bichloride (production of)
  KY 3484   TX 4227

Evaporation  (for treatment of
wastewater, also see Ponds,
Evaporation)
  AZ 2144   IN 1929   K
              .       -' • i    . - • .   - . '

Extended Aeration (Activated
Sludge Treatment)
-Process Waste
  GA 1619   GA 1791    IL 1244
  IL 34622   LA 51993   ME 2216  ;
  MS 191    MS 2941    MS 31704
  NC 3450   NC 3522    NC 4243
  NC 5266   OH 6327    OK 34321
  SC 1490   SC 2453    SC 3255
  SC 4286   VA 2160    WI 37991

-Sanitary Waste (also see Package
 Plant)
  GA 329     IN 2887    MD 2429
  OH 9261    SC 1848    SC 38121
  SC 42188   TN 1899

Eyewear Products (production of)
  MA 3361

Facility Plan (Per Section 201
of CrtA, industry included in
plan)      .             "    ,
  AL 841     NJ 5746,

Farmland Application
 '•• ID 809                 '•'

Fatty Acids (production of)
  LA 868     VA 3433
                                     15

-------
Keyword Index
Feed/Meal (production of)
IA 3620 IN 27 MO 2534

Fertilizer (production of)
GA 2071 GA 2356 NE 60
VA 5291

Film (production of)
OH 6327

Filter Backwash (wastewater
regulated in permit)
GA 4120 OR 566 SC 3441
WA 1040
Filter Press
CT 2101 DE 665 GA 4120
IN 3573 KY 3778 MD 1279
NC 4260 ND 370 OH 9261
PA 11894 SC 1856 SC 3441
SC 38121 WI 54500

Filtration
-Backwash water
Kf 3484 KY 3514 KY 3603

-Diatomaceous Earth
CT 1457 IL 33863

-Dual Cloth Media
NC 35661

-Final (type unspecified)
NC 35661

-lamella
GA 26735

-Membrane
NC 4260

-Multi-media
IL 744 IL 33863 IL 24074
LA 3191 NY 7048 PA 11894
VA 2160 WI 3583

-Non-specified
AL 213 CA 81787 CO 1121
-Non-specified (Continued)
FL 2771 FL 37869
IL 24074 IN 108
KY 64645 LA 3905
MD 1252 MD 2429
MD 54321 ME 22985
OH 523 OH 3051
PA 11100 SC 1848
SC 1872 SC 2151
TN 2461 TX 8907
TX 91855

-Polishing
GA 26735
-Pressure
OK 2429

-Rapid Sand
CO 32158 GA 4332
IL 3794 IN 205
IN 3573 LA 771
MD 1155 NC 24350
, • NH 21172 PA 9202
, PA 12637 PA 44920
TX 5576
•„
-Slow Sand
IL 1830 IL 3794

-Straw
CA 55115
.
...
-Trickling
IA 2089 VA 3654
WA 21954 .;

-Vacuum
IL 1414 IL 3794
IL 34622 IN 329
MD 981 OR 566
WI 43583

First Flush (of storm
requiring treatment)
AL 841 TX 5576

Fish Tainting Testing
CO 35394 CO 36897 CT 3671 MT 35 SC 3812
GA 329
Ktf 3484
MA 26735
MD 2658
ND 370
OH 9261
SC 1856
SC 2453
TX 52825
'

-, '

f, ,„


r c
IL 1830
IN 329
LA 3689
NE 701
PA 10987
SC 37826



PA 44920




,'•"'"* •„ . " '-
VA 50822



IL 33863
IN 45284
WA 825


water,





     16

-------
                                Keyword Index
Flatware
  CT 2437
IL 2356
Flavors (production of)
  SC 3441  ,

Flotation  (unspecified wastewater
treatment, also see Dissolved
Air Flotation)
AK 396
IA 2089
LA 3280
LA 5291
OH 965
GA 329
IL 33863
LA 3824
NH 469
PA 8885
GA 1201
LA 3191
LA 3905
NY 7269
SC 42188
Flue Gas Desulfurizaton    ,
  'FL 37869   TX 86      •

Fluoride Treatment  (also see Lime
  and Settle Treatment)
  CA 4111    WA 299

Fluorocarbons  (production of)
  NT 3166    TX 8907

Fluoropolymers (production of)
  NJ 3166  .     :

Fluorosulfonic Acid
 (production of)
  IN 329       ,      •

Foam Breaking            :
  AL 841

Foam Separation Chamber
  SC 38121

Formaldehyde                   /
 (production or use of)
  OR 2021857   TX 5576

Fragrances (production of)
  SC 3441                  :

French Drain System
  AL 26328

Frit  (production of)
  MD 1252              ,   ,
Fuel Oil (production of)
  IL 1244            '

Galvanizing, Hot-Dip
  NE 647     NE 26565
                                Garment Hangers
                                  FL 2771
                (production of)
                                              Gasoline (production of, also see
                                              Petroleum Refining Category in
                                              Effluent Guidelines  Index,
                                              40 CFR 419)
                                                UT 507
GC-MS Scan
CA 29491
MD 345
OH 965
VA 3697

IN 329
NE 19 :
VA 3433
VA 4677

IN 655
NE 507
VA 3654

                                General Permit Requirements
                                 (Procedures and limits set by
                                State using BRT, but not a
                                General Permit, also see
                                Effluent Standards State)
                                  ME 22985   TX 4227   .

                                Glycerine Refining Process
                                  NJ 957

                                Glycpls (production of)
                                  K5f 2119

                                Gold (mining.of)        ,      .
                                  AK 43206     r       ;

                                Gravity Separation
                                  AK"396     OK 2429    TX 55107
                                  WA 2062           ;  '.,  : ;..   ;

                                Greige Cloth (non-finished cloth)
                                  GA 3778    SC 2453    SC 3255
                                Grinding
                                  AK 680
             LA 5479
MD 2429
                                Grit Removal-
                                  GA 1201    NH 469     OR 1112
                                  SC 2453    VA 26557
                                     17

-------
                                Keyword Index
Groundwater
-Contamination
  CA 4111    FL 34690   NE 26565

-Monitoring
  AK 396     AL 1970    FL 34690
  FL 37869   MD 345     NE 647
  NE 1210    NE 26565   NJ 2666
  VA 4677    WA 281     WI 2810

-Potential Discharge
  NJ 4286

—Pump—out
  NC 72648

-Use
  OR 2402

Hafnium  (smelting/refining)
  OR 1112

Hall Process  (Aluminum Smelting)
  WA 299     WA 540

Hardboard  (production of)
  MS 3042    OR 2542    VA 1660
  WI 2798

Hazardous Waste Contingency/
Management Plan
  AL 1970    NJ 4391    NY 72061

Hazardous Waste Disposal
  SC 38121

Health Products
-Animal
  PA 8419

-Human
  In 1104    PA 8419

Heat Recovery
  NC 243     SC 2151

Herbicides (production of)
  AL 1970
Hexamethylene (production of)
  FL 2488

Holloware (production of)
  CT 2437    MA. 1554    MA 26735

Hydraulic Equipment
(production of)
  TX 7439                '

Hydrazine (H N-NH )
-Raw Material
•  CA 4111

-Used for wastewater dechlorination
  NC 35661

Hydrochloric Acid (production of)
  Kf 2780    Kt 3484  ;  KY 3603
  OR 1597    WV 4405       .

Hydrocyclone (used for size
classification)          , ,
  MO 1279

Hydrofluoric Acid, (production of)
  Kf 3603

Hydrogen, liquid (proctuction of)
  IA 3280

Ice Cream (production of)   ,
  NJ 4308

Ilmenite (FeTiO , heavy iron-black
mineral used as ore for titanium)
  NJ 5746

Irtihoff Tank
  IA 761     VA 50822

Incineration (of process wastes or
wastewater)           :
  AL 1597    CT 3671    IN 2861
  MO 370     OR 566     WA 281
  WA 78      WA 621     WV 5169
                                     18

-------
                                 Keyword Index
Indicator Pollutant (such as TOC
or a single toxic metal to
indicate the presence of other
pollutants)
   IA 191    LA 54828   MO 2534
   NE 507  , . TX 5576 ;   WAJ281

Indirect Discharger (also see
POTW and Pretreatment)
-V  AL 841    CA 55115   CA 57177
   VA 5291 \            :

Industrial Gases (production of)
• "  LA 3280  •..'•• •*-;V'.- :' I'.C'"'' '   - , ,

Industrial Organic Chemicals
",'" PA 8419   .'	  '  ''  "•• '.- •",;••.:  '.

.Influent Monitoring (required in
permit)              r,;
   CO 33537          V        v

Injection Wells (see undej^round
injection)  •

In-Plant Pollution Contrpl
• '. sc-2151' .'.'.'••'''  :   • .'.".'• '".•.•/

rntake StriicUrte Requirements
 (see Section 316 (b) of Clean
Water  Act regarding design and
capacity of cooling water intake
structures to  minimize adverse
environmental  impact, e.g.
entrainment of fish and aquatic
species. Also  see 40 CFR 402..),
   MD 2658          ."•-.--•  : " -.'".*'..
 Integrated Circuits
 (production of)
   FL 34690   EL 37338
OR 30929
 Integrated Facility (see Multi-
 Category Plant)"
 Internal  Outfall, (limits imposed
 on an internal treatment process
 flowing to another treatment unit;
,or to a combined outfall that is
 also regulated)         '
 ,  AK 841      AL 302     -AR 36554
   CO 1121    CT 515     GA 4120
   GA 26735  , IL 2691  ;  IL 3115
   IN 27      IN 205  ;r IN 2887  >
   IN 339      JN 2861    :Kfv;3484 '•
   K£ 3603    IA 761 >   IA 2771
   IA 3115    LA 3751   'LA 5606
:   :iA';5851..' m- 442     MD 9,4 ;   -';
   MD 981      MDvl252    MD 2429  '
  . MD 2658    MD 54321   ME 639-
   ME 22985   MS 2232    MS 2925
   MS"27995;  MS 28258  ,MS 31704
   NM i28100   OH 493     OH 6327
  ;OH 9261    PA 11100   SC 1015
 : SC 1333    SC 3255    SC 38121
   SC 38555   SC 42188   IN 1465 :
   TX 3531    TX 52825  ; m 2160
v  VA 3654   m. 4677    VA 5215
 \VA 5291    VA 5312    WI 1309
   WI 37991   WI 43583   WV 867

 Ion  Exchange            /
   AL 2666    AZ 2144    CA 81787
   LA 3689   ^LA 59901 :  MA 1554
   ME 1406   MS 574     SC 1848
   TN 1473  .  TX 3531    TX 94498

 Iron Redox System (for heavy metal
 reduction)
   ;TX 8761

 lirrigation Systems     , ,: ;;;  .
"(production of) ;   '.•'-'       :
   NE 26565 ,    :            V

 -Spray Irrigation             .
:   IL 3115   MD 3247 •   OR 2402
   VA 3433   WY 32590   ,

 Jewelry (production of)
   MA 4600  ,       ;r

 Joint PermitV  -^       "k  ;
   CA 5134
                                      19

-------
Keyword Index
Joint Treatment
CA 5134




K-flex Plasticizers (production
of)
WA 281

Kraft (pulping process,
production of pulp)
AL 841 AL 2801
GA 49336 ID 1163
MT 35 OR 221
OR 1074 SC 1015
WA 78 WE 3620

Lagoon (also see Ponds)
-Aerated, Aerobic, or
AK 841 AL 841
AL 3115 AL 22314
CD 32158 FL 2593
GA 1201 GA 3778
GA 49336 IA 3387
IL 1350 IL 1384
IL 4219 IN 27
IN 1350 IN 1414
IN 2861 IN 3581
IA. 3824 LA 3905
MD 1261 MD 3247
MO 4863 MS 1970
MS 3042 MS 3212
MT 35 MT 248
NC 4243 NC 4260
NC 23710 NC 35661
ND 370 ND 24368
NH 396 NT 5100
OH 523 OH 965
OR 1074 SC 302
SC 1180 SC 1368
SC 37826 SC 42188
TX 4839 TX 6271
TX 8907 UT 507
VA 1660 VA 3051
VA 4677 VA 26557
WA 680 WI 2810
-Anaerobic
AR 40304 GA 3778
IL 3417 MS 1783





GA 1201
MS 213
OR 515
SC 42188
WI 37991
-
,
Non-specified
AL 2666
CO 1147
GA 329
GA 24104
ID 1180
IL 3115
IN 205
IN 2666
LA 868
MD 345
MO 370
MS 2232
MS 26140
NC 3522
NC 6548
ND 248
NE'647
NJ 30406
OR 566
SC 1015
SC 3255
SD 299
TX 7862
VA 1295
VA 3654
WA 299
WI 3620

ID 1180
MS 26140
-Anaerobic (Continued)
ND 24368 NH 396 WA 3000
WV 1261

-Polishing
AL-3247 GA 3778 GA 24104
IN 27 IN 1414 LA 5479
MD 2429 MS 3042 NC 3522
NC 23710 NJ 4286 NJ 5100
OH 965 SC 1848 TX 5576
VA 3654

Lancy System (for treatment "of
metal bearing wastewater,
consists of neutralization,
sedimentation and electroplating)
MA 2151 ; ••'•'•-
• - '' • _ •
Land Application ;.
-Solid Waste "
- IL 3140

-Wasfcewater • •'•'• ,
GA 3778 IL 1767 MT 248
OR 2402 PR 23451 SC 302
TX 9105 VA 5312

landf illing (see Sludge and Solid
Waste) -'•'•'.'•.•••
KY 2119 Kf 3514
_ - -..
laxatives (production of)
MS 2020

, Leachate (also see Coal Pile
Runoff)
-from Tailings
CO 35394

Lead Ore (mining/milling of) •'
AK 38652 AK 43206 CO 591
,! . -
Lead, Wastewater Treatment System
LA 761 . •'•••
Leather
PA 9300

     20

-------
Keyword Index
Lightbulbs (production of)
NH 1325

Lime and Settle Treatment
(also see Fluoride Treatment
and Chemical Addition)
-for Fluoride Removal
SC 1848

-for Metals Removal
NE 647

-unspecified
CO 591

Liquid Radwaste System
GA 4120

Literature Source (used to set
limits)
MT 26336

Lubricants (production of)
-Synthetic ,
MD 345

Luggage (production of)
MA 2151

Magnetic Tape (production of)
CO 36897

Maleic Anhydride (production of)
IL 34622

Manganese Metal (production of)
MS 2232

Mass (discharge limits)
AK 841 AK 1015 ' AK 23248
AK 26662 AK 37303 AL 108
AL 1970 AL 2666 AL 2801 :
AL 3115 AL 3247 AL 54704
AR 1449 AR 36554 AR 37770
CA 5134 DE 665 FL 2488
FL 37923 GA 124 GA 329
GA 507 GA 1619 GA 2071
GA 2160 GA 2356 GA 3646
Mass (discharge limits)
GA 3778
GA 26735
IA 3620
IL 1244
IN 27
IN 2666
LA 761
IA 914
LA 3689
LA 5479
MA 1571
MD 1252
' "MD 3247
MO 2534
MS. 213
MS 2941
MT 477
NC 3450
NC 5266
NC 24350
NC 51161
NH 469
NJ 3166
NJ 4952
OH 6327
OK 34321
OR 566
OR 1597
PA 8419
SC 302
SC 1333
SC 1856
SC 24554
SC 42188
TN 1473
TX 7021
TX 52825
UT 531
VA 3051
VA 26557
WA 299
WA 1040,
WI 37991

GA 4332 ,
GA, 49336
ID 1163
IL 2453
IN 205
IN 2861
LA 841
LA 3115
LA 3751
LA 51942
MD 345
MD 1279
ME 639 '
MO 93521
MS 1970
MS 3042
NC 892 :
NC 4243
NC 6548
NC 35661
NE 60
NH 1279
NJ 3867
NJ 5240
OK 191
OR 60
OR 1074
OR 1635
PA 8800
SC 1015
SC 1830
SC 2453
SC 26506
TN 1457
TN 2640
TX 7862
TX 64912
VA 1660
VA 3697
WA 230
WA 540
VH 2798
WV 4405 '.. -.

(Continued)
GA 24104
IA 2089
ID 1180
IL 3115
IN 329
LA 60
LA 868
LA 3280
LA 3824
LA 51993
MD 981 '
MD 2429
ME 2216
MS 191 ,
MS 2232
MS 27995
NC 3522
NC 4260
NC 23710
NC 42501
NE 26565
NJ 957
NJ 4391
OH 493
OK 1643
OR 141
OR 1112
OR 2402
PA 9300
SC 1180
SC 1848
SC 3255
SC 38121
TN 1465
TX 4839
TX 8761
UT 507
VA 2160
VA 4677
WA 264 V
WA 931
WI 3620


Mass and Concentration Limits
(for the same pollutant)
CA 4111
CA 55155
CA 5096
CA 57177
CA 5134
CT 515
     21

-------
Keyword Index
Mass and Concentration Limits
(for the same pollutant) (continued)
FL 2771 EL 37869 IA 191
IL 2691 IL 3115 IL 3417
IN 639 IN 1350 IN 1929
IN 3581 IN 45284 KY 3603
BY 64645 LA 5851 MA 3361
MD 94 MD 1279 MO 370
MO 4782 MS 671 MS 2020
MS 2941 MS 27995 MS 28258
MT 35 M3? 477 MT 26336
ND 248 ND 370 NE 16
NE 507 NE 647 NE 701
NE 26565 NJ 4952 NJ 5100
NJ 5240 OH 493 OH 523
OH 965 OH 6327 OK 2429
OR 30929 PA 8419 PA 8800
PA 9202 PA 11100 PA 11894
PA 44920 SC 1180 SC 1830
SC 1856 SC 2780 SC 3255
SC 3441 SC 4286 SC 24554
SC 37826 SC 38555 SC 42188
IN 1899 TX 3573 TX 9105
UT 507 VA 3654 VA 4677
VA 5291 WI 2810

Mass Derived Concentration Limits
AL 302 NH 396 IN 27715
Melamine Resin (production of)
OR 2021857

Mercaptans (production of)
TX 52825

Mercury, Wastewater Treatment System
K¥ 3603 IA 761

Metal Cleaning Waste
-Power Plants
AR 1147 FL 37869 MS 2925
IA 3191 IA 5851 TX 86

Metal Fabrication (also see Sheet
Metal Fabrication)
-Structures
NE 647

-Poles & Pipe
NE 26565

Metals Flotation Mill
MT 26336

Methanol (production of)
TX 3531 i ;

Methylamines (production of )
KY 3701

Methylethyl Ketoxime (production of)
VA 5291
•
Missle Systems (production of)
MA 1414

Mixing Zone
AK 23248 FL 37869 HI 191
HI 281 HE 21059 MS 2925
OR 141 OR 221 OR 515
OR 1074 OR 1112 OR 1589
OR 1597 OR 1635 OR 1708
OR 2402 OR 2542 OR 30589
OR 30929 OR 2021857 TX 8907
WA 264 WA 281 WA 1040
WA 2062
Model (used to set permit limits)
MS 1970 MS 42188 SC 1015
SC 3255

Molecular Seives (production of)
AL 2666

Molybdenum (mining of)
CO 35394

Monitoring or Monitor-Only
(permit or discharge provision,
particularly for toxic
pollutants)
AK 841 AL 108 AL 1970
CA 4111 CA 81787 CO 591
CO 32158 CO 33537 CT 1007
FL 37869 GA 1619 GA 2071
IL 744 IL 1244 IL 2691
     22

-------
Keyword Index
Monitoring or Monitor Only
(permit or discharge provision,
particularly for toxic
pollutants) (Continued)
IN 205 IN 329 IN 639
IN 655 IN 1929 IN 2666
IN 2887 XX 2780 KY 3484
KY 3603 LA 60 IA 761
LA 2771 MA 1414 MA 103128 '
MD 94 MD 345 MD 2429
;ME 639 MO 4782 MO 93521
MS 2925 NC 4260 NC 3450
NC 42501 NC 51161 NC 72648
NE 701 NE 1210 NH 1023
NH 1229 NH 1325 NH 1341
NJ 540 NJ 787 NJ 3166
NJ 3867 NJ 4391 NJ 29327
NM 28100 OH 965 OR 1112
OR 1708 PA 8419 PA 8800
PA 9202 PA 11100 PA 11894
RI 21539 SC 302 SC 1180
SC 1333 ' SC 3441 SC 24554
SC 38121 SC 42188 UT 507
VA 1015 VA 1660 VA 2160 : '
VA 3654 VA 3697 VA 4804
VA 5215 VA 5291 ; VA 5312 "
VA 50822 WI 1309 WI 2810
WI 3620 WI 37991

Multi-Category Plant (more than
one Effluent Guidelines Category)
AL 302 AL 3247 CA 5134
IA 191 IL 1724 IN 205
IN 2861 KY 2780 IA 761."-'
IA 914 MD 1155 MS 2232
MS 27995 NE 1210 OH 965
OR 515 SC 1332 SC 42188
UT 531 VA 3603 VA 5215
VA 5291 -WA 281 WA 2062
WI 1309 ..'/. ?

Muriatic Acid (dilute hydrochloric
acid, production of)
IA 761

Negotiation (of permit limits)
FL 2488 IA 761 IA 914
MS 2232 OH 965 OK 1031
Net Limits
AL 55239 CA 5134! :FL 2488
IA 3611 IA 3620 - IN 205
IN 329 KX 3484 KY 3603
;IA 5291 LA 51942 IA 51993
MD 54321 ...'-.ME 248 , -MT 477
NJ 957 OR 1597 OR, 1635
SC 38121 TN 1465 TN 2640
VA 5291 VA 5312.

Neutralization (see pH Adjustment)
. ••-••••-'• ; .. ;-. .-'•• :>• -.-•' ' .- './ ."'.•.. -;' •• ;
• = • ' • - • .
New Facility Protection Period,
10-Year (Sec.; 306 (d) of ; the
Clean Water Act, results from ^
, construction a new treatment '" '
plant to comply with a previoxis
/V '/'permit) ,. .•'•" V:'; .'' •;,-. •' • -.•'-' ..: '
. 'SC,-2151-; ',-'••'•' :'.•..-• ^"- -O':^ ••••'•'. - ''••...

New Source ^and/or New Source
Performance Standards (NSPS) .
FL 37869 GA 49336 ID 26468
IN 54267 MS 28258 MS 31704 i
MT 35 SC 38121 : SC 42188
TX 7862 WI 37991

>..,. Newspring (production of)
; OR 566 WA 825 WA 1040
'-•"' - - ' •• . .'.': • •''.'••".."•-'•'''•
Nitric, Acid (production of )
GA 2071 GA 2356 MS 27995
NE 60 ,

Nitrification
IL 1767 PA 8800 VA 2160
• • :-^;' '. -:;-"-^*- ••-••-."••
Nitrogen, Liquid (production of)
IA 3280 \
,•-,• •' ' - ' ' •.. • .•'.. - '•' - •
""' ".".-•..•' , , - ' ' .••.-;'..' '.>.'• •
No Backsliding (prohibition
against relaxing previous limits in
absence of changes in production,
plant expansion, etc., per Clean
Water Act and 40 CFR 122.62 (1) ) ..'-."
. ', ;IA 914 / - MA 1554 MA 2151 :
MA 3361 MA 4600 MA 26735
. v . . " -
      23

-------
                                Keyword Index
No Backsliding  (prohibition
against relaxing previous limits in
absence of changes in production,
plant expansion, etc., per dean
Water Act and 40 CFR 122.62 (1)).
(Continued)
  ME 639     ND 248     NH 1341
  NJ 5240    OK 1643    SC 302
  TN 264  ,   TX 4839    TX 52825

No Discharge (see Zero Discharge)

No Treatment Provided
  FL 1040    IL 2267    IN 655
  MD 94      MD 2429-   NE 26565

Non-contact Cooling Water
(discharge or regulation of)
  AK 1015    AK 37303   AL 302
  AL 2801    AL 3115    AR 1449
  CT 515     CT 1457    DE 51
  EL 1040    FL 37923   GA 124
  GA 1201    GA 1619    GA 1791
  GA 3646    IA 3611    IL 744
  IL 1384    TL 1414    IL 1767
  IL 1830    IL 2267    TL 3794
  IN 329     IN 639     IN 1350
  IN 3581    IN 2861    KY 2119
  XX 3778    KY 64645   LA 914
  IA 2771    IA 3115    IA 5291
  LA 51942   IA 51993   MA 422
  MA 1414    MA 1554    MA 3077
  MA 3361    MD 1252    MD 2429
  ME 639     ME 1406    ME 22985
  MO 4782    MO 4863    MS 191
  MS 1970    MS 2232    MS 2925
  MS 2941    NC 4243    NC 4260
  NC 24350   ND 370     NE 19
  NE 507     NE 1210    NH 1023
  NH 1279    NH 1325    NH 21229
  NJ 540     NJ 787     NT 957
  NT 3166    NJ 3867    NT 4391
  NT 5100    NJ 29327    OH 965
  OK 1031    OR 141     OR 1635
  OR 2542    OR 2021857  PA 8419
 Non-contact Cooling Water
  (discharge or regulation of)
  (Continued)
  -PA 11100   RI 1139    SC 302
   SC 1830    SC 1848    SC 1856
   SC 2780   . SC 3441    SC 4286
   SC 24554   TN 264     TN 1899
   IN 27715   IN 29378   TX 86
  ; TX 3573    TX 7021    VA 3433
   VA 3654    VA 5312    WA 281
   WA 299     WA 2062    WI 2798
   WI 3620    WI 37991   WV 38466

 Non-Oegredation Policy
 -of Effluent
   CO 32158   OH 523

 -of Receiving Stream
   CO,591

 Nonindicatqr Compounds
   IA 54828

 Nonyl Phenol (production of)
   WA 281

 NPDES Application,  Form  2C
 (Reported discharge quantity or
 concentration used  to set limits)
   IA 191    MO 2411     SC  1848
   TX 9105

 NRC License  (Nuclear  Regulatory
 Commission)
   GA 4120   SC 1848  *
NSPS
ID 26468
SC 2151
TX 7862
KY 73237
SC 38121
TX 94498
MS 28258
SC 42188
WI 37991
                                    24
Nuclear Fuel  (production of)
  SC 1848

Nuclear Cores (production of)
  VA 3697

Nutrient Addition (for biological
wastewater treatment)
  AL 841     KY 64645   OR 515
  OR 2542

-------
Keyword Index
Nylon (production of)
FL 2488 SC 302 VA 2160
VA 5312
Nylon Resin (production of)
VA 2160
Offal (disposal of) .
AK 26662

Oil Seals (production of )
NC 4260
-'•<','•- _ . • ' _ • ' ' j.
OilA^ater Separation (Flotation,
API Separator, Skimming, etc.) :
AK 23248 AL 841 AR 1147
CA 4839 CA 5134 CO 1121
GA 4332 IL 1414 IL 1244
IL 2861 IL 3794 IN 116
IN 205 IN 1929 KY 3701
IA 841 LA 5851 LA 51993
LA 59901 MA 22225 MD 94
MD 345 MD 981 MD 2429
MD 2658 MS 1970 : MS 2925
MS 26140 NC 4260 NC 24350
NC 42501 NC 72648 NE 1210
NT 30406 OH 3051 OH 9261
OR 1112 RI 21610 SC 1180
SC 37826 IN: 264 TX 86
TX 3531 TX 3948 TX 6271
TX 7862 VA 3433 VA 4804
VA 5215 WA 540 WA 2062
WA 21954 W7 116 WV 779
WY 32590

Oral Contraceptives
m 21407 ,
Oleum (production of)
CA 5134 VA 5291

Organic Intermediates
(production of)
AL 1970 SC 3441 TN 2640
TN 3425 TN 29378
Organic Peroxide (production of )
VA 3433 /
ORSANCO Water Quality Standards
, (used to set limits)
IN 2666
Outboard Mbtx>rs (production of)
IL 2267
Oxidation
-unspecified
CT 3671 PR 23329

-catalyzed by ultraviolet light
CO 36897 -..'•...

Oxidation Tower (see Trickling
Filter) ;

Oximes (production of )
VA 5291 '- •..-.'• ..*•.'.' /

Oxygen, Liquid (production of)
LA 3280

Package Plant '
-Activated Sludge/Extended
Aeration (generally for sanitary
wastes)
, AL 1970 CA 4111 CO 33537
GA 1619 GA 2071 IL 1244
IN 2887 IN 45284 KY 3778
LA 60 IA 41718 MD 2429
MD 2658 MS 1775 MS 31704
NC 4260 NE 701 NE 26565
NJ 4286 OH 9261 OR 1074
OR 1708 SC 1333 SC 1848
SC 26506 SC 38121 SC 38555
SC 42188 TX 4839 VA 3697
-Physical/Chemical Treatment for
Industrial Wastes ;
NY 72061

Paper (production of)
SC 1015 SC 38121

Paperfcoard (production of)
IN 1350 OR 566 'MS 191
WA 264 WA 1040 WI 2810
      25

-------
                                Keyword Index
Paste Sizing Agent (production of)
  VA 3433

Parshall Flume
  SC 38121

PCB's (used in electric
transformers)
  Hi 2267    NY 247

Pellet Traps (used to a
plastic pellets in wastewater)
  IA 191

Percent Removal
-of raw wastewater pollutants,
 target used to set or compare
 effluent limits
  TX 3531    IX 5567
 as a limit in the permit
  ND 248     NJ 4952
Perchlorates (Raw material,
 (dO  )
  CA 4111

Pesticides (production of)
  AL 1970    CA 5134
  NY 345     TN 1619

Petrochemicals (production of,
also see Organic Chemicals-
Category (40 CER 416)  in
Effluent Guidelines Index)
  CA 5134    TX 4227

Petroleum Pipeline
  NC 51161

Petroleum Refining
  AK 841     CA 5134
  CA 57177   GA 4332
  NC 24350

PH Adjustment (in wastewater
treatment)
  AK 23248   AL 213     AL 302
auction of)



,



:

atch
swater)



utants,
compare

UT 507

L required
it


ial, '



3f )
IN 2861


Lon of,
als-
i
^)






CA 55115
IN 108


vater
PH Adjustment (in wastewater
treatment)
AL 841
AL 2666
AL 46370
AR 38544
CA 6165
CT 1007
CT 2101
DE 51
FL 2771
. FL 37923
GA 507
GA 2160
GA 26735
ID 25259
IL 1830
IL 3794
IN 205
IN 1414
IN 25079
KY 3484
KY 3778
LA 841
LA 3280
IA 3824
LA 5857
: MA 1554
MA 26646
MD 981
MD 1261
MD 54321
. . ME 1406
MS 191
MS 27995
NC 35661
ND 370
NE 647
NH 1279
NJ 3867
NJ 4391
CH 493
OK 191
OK 2429
OR 30589.
PA 11100
; PA 44920
(Continued)
AL 1597
AL 2801
AR 582
CA 4111
CA 83.787
CT 1457
CT 2437
DE 665
FL 37338
GA 124
GA 1619
GA 3646
GA 49336
ID 26468
. IL 2861
IL 34622
IN 329
IN 2666
IN 45284
KY 3514
KY 64645
LA 2771
LA 3441
LA 5479
LA 41718
MA 2151
MD 311
MD 1155
MD 1279
MD 55182
MO 370
MS 2020
NC 4260
NC 58297
NE 60
NH 469
NH 1341
NJ 4006
NJ 5100
OH 523
OK 1031
OR 1112
PA 8800
PA 11371
RI 1139

AL 1970
AL 3247
AR 1449
CA 5134
CO 35394
CT 1708
CT 3671
FL 2488
FL 37869
GA 329
GA 2071
GA 4120
IA 191
IL 1724
IL 3140
IN 27
IN 639
IN 2861
KY 2780
KY 3603
LA 761
LA 3191
LA 3689
LA 5487
', MA i4i4
MA 3077
MD 3.45
MD 1252
MD 2658
ME 639
MO 93521
MS 2232
NC 6548
ND 248
NE 507
NH 1023
NJ 3166
NJ 4120
NY 1228
OH 965
OK 1643
OR 1597
PA 9202
PA 1.1894
SC 914
                                     26

-------
                                Keyword Index
PH Adjustment (in wastewater
treatment (Continued)
SC 1180
SC 1848
SC 24554
TN 1457
TN 1619
TN 27715
TX 5576
TX 8907
VA 3433 ....
WA 540
WA 2062
WE- 54500
WV 5169
,SC 1473
SC 1856
SC 26506
TN 1465
TN 1899
TN 29378
TX 6271
UT 531
VA 3697
WA 621
WI 2798
WV 868
WV 5533
SC 1490
SC 3441
SC 42188
TN 1473
TN 2640
TX 3531
TX 7862
VA 2160
VA 4804
WA 680
WI 37991
WV 4405
WV 23281
Pharmaceuticals  (production of)
  IN 2861    IN  3581    NE 701
  NJ 540     NJ  4952    PR 21407
  PR 23451          ,

Phase II Bond Release
  AL 46370

Phenol  (production of,  Priority
Pollutant No. 65)
  OR 2021857 WA  281

PH Excursions/Waivers
  IN 655     MA  1554

Phosphoric Acid  (used as  raw
material)
  IA 59901

Photoprocessing    '
  SD 299

Physical/Chemical Treatment Plant
  AL 3247    MD 183    NC 35661
  NE  507      VA 1015

 Pickle Acid (used in iron and
 steel manufacturing)
   NE 26565
Pigments (production of, also
see Dyes)
-Inorganic
  IA 761     OH 523         ^

Pistons and Piston Rings   ;
(production of)
  IN 1929

Pitch  (production of)
  IA 868     VA 3433

Plant Expansion (to increase
production capacity)
  GA 3778

Plastercizers  (production of)
  MD 345

Plastic Products  (production of)
  SC 1830    TN 2640

Plastic Resins (production of)
  AL 54704   LA 841     MS 1970

Plywood  (production of)
  OR 515     OR 2542

Pollution Reduction Report
  PA 5444

Polyester /(production of)
-Knit
  NC 35661
-Bulk
  SC 302
SC 2798
Polybutyleneterephthalate
 (production of)
  KY 3701

Polyester Resin (production of)
  SC 1333 .   SC 26506   TN 442
 . TX 5576 :.:  ••':-."-•• V--.-V :':'' '''••' '-:•'•
                                      27

-------
Keyword Index
Polyester Fiber (production of)
SC 26506 -•••:.

Polyethylene (production of)
IA 191 IA 3689 IA 5479
IX. 4839

Polypropylene (production of)
LA 3689 TX 4839

Polystyrene Resin (production of)
MA 442

Polyvinyl Chloride (production of)
GA 329 NJ 4286 NT 4391

Polyvinyl Pyrrolidone (production of)
KY 3701

Polyvinylidene Fluoride (production
of)
Kf 3603
.
Ponds (also see lagoons and Pits)
-Coolajig
MS 28258

-Evaporation
TX 8761

-Fire
VA 3654 ..-,•.

-Lime
CXi 41351 CO 41360
-Mud
CO 41351 CO 41360
-Percolation
FL 37338
-Settling
AK 43206 AL 2666 AL 55239
GA 124 GA 329 GA 1201
GA 24104 IA 191 IN 2887
KY 3603 KY 64645 IA 841
LA 2771 MD 311
-Settling (Continued)
MD 981 MD 2429, , MS 1970
MS 2232 MS 2925 MT 26336
NC 4243 ND 240 NJ.5746
OR 1112 PA 11894 SC 1180
SC 1368 SC 1848, SC; 37826
SC 38121 TN 8761 VA 1660
WI 1309 WI 2798 WY 3115

-Spill Control
MS. 2232
• ;
-Spray
MO 370

-^Unspecified (for biological
, oxidation, holding, polishing,
etc.)
AK 396 AK 23248 AK 35165
AL 22314 AR 37770 CA 4111
CA 5134 CO 1121 GA 507
GA 1201 GA 26735 GA 49336
IA 191 IA 2089 ID 892
ID 957 ID 1180 IL 1350
IL 34622 LA 4464 IA 5479
MA 4600 MD 345 MO 370
MS 1775 • MS 2941 MS 3042
MT 248 MT 477 NC 4260
NC 4464 ND 248 ND 24368
OH 965 PA 8419 SC 1015
SC 1180 SC 1830 SC 1848
SC 3255 SC 3441 SC 38121
SC 38555 SC 42188 TN 27677
TX 3654 TX 9105 VA 3697
VA 4677 VA 5312 WY 25950
Porcelain (production of)
CO 33537
Porcelain Enameling
OH 965
Post Mining Limits
AL 46370

Potassium Nitrate (fertilizer,
production of)
MS 27995
    28

-------
Keyword Index
POTW (Publicly Owned Treatment
Works)
-Discharge of process wastewater
' to-'' '. - • "••'•• •'•'•• * •.
AL 841 :TL 2267 MO 370
NC 35661 NT 957 SC 1856
TX 4227 VA 5291

-Requirement to divert process
waste to
NH 1279 PR 23451

Poultry Processing -
MS 26140 NC 6548 ;
" - " ' : :' ' '- •'"• '• ' ••"'•'. ,- -
PPG (Raw material)
CA 4111 I
• • . •-••.'..-
-• ? . •- ., * • -! • " •, • • '' - • ' -
Precious Metals Ores
MT 26336
- ' - - " - • .-•",,
Pretreatment (also see Indirect
Discharger and POIW)
AK 841 CO 33537 MO 4863
NJ 540 SC 1856

Previous Permit Limits (used to
set new limits)
AK 841 AL 108 AL 213
AL 1597 • '.< AL 2666 ; AL 3891
AL 26328 AR 680 AR 1449
AR 36544 DE 51 DE-665
GA 329 GA 1201 GA 1619
IL 33863 IN 1350 KY 1431
KY 3484 KY 3603 KY 3701
IA 60 LA 841 LA 914
LA 5487 LA 49492 LA 59846 "
MA 1414 MA 1554 MA 2151
MA 3077 MA 3361 MA 4600
MA 26646 MA 26735 ME 639
ME 1406 ME 2861 MO 370
MT 477 NE 19 , NH 396
NH 1023 NH 1279 NH 1325
NJ 957 NJ 3867 NJ 4006
.NJ 4120 ' NJ 4286 NJ 4952
NJ 5240 OH 5142 OK 1643
OK 34321 OR 221 OR 2021857
PA 8885 SC 302 SC 1180
Previous Permit Limits (used to
set new limits) (Continued)
SC 1368 SC-1490 SC 1856
SC 2151 SC 2798 SC 3255
SC 3441 SC 4286 SC 24554
SC 37770 SC 38555 SC 37826
TN 264 TN 1465 TN 1619
TN 1899 TN 2461 TN.2640
TN 3425 TN 27715 TX 2933
TX 3654 TX 3948 , TX 8761
TX 64912 TX 77593 UT 531
WI 2798 WI 2810 WV 779
WV 1261 WV 2542 WV 4405

Priority Pollutant Scans
-None Detectable Requirement
CO 32158 CO 41351 CO 41360
NC 3522 NC 58297 NJ 5100
RI 1139 WA 37265

-Periodic analysis required in
permit
AL 1597 AR 37770 IA 191
IL 2691 IL 2861 NC 4243
NJ, 5240 VA 3654 . VA 3697
VA 4677 ,VA 5291 ,•

Process Area: Rainfall Allocation
(pollutant ^loadings from process
area due to rainfall runoff)
TX 7862
. . ' '" - ' r ' ' '''--' ' .
Process configuration (numerical
parameter used to describe the
capacity of a petroleum-
refinery, see 40 CER '419)
IN 108 GA 4332 LA 51942
; ND, 248 '
• • ~
•••..- . • - •
Production .
-Increase provided for 'in permit
GA 3636 GA 3778 IN 2861
KY 3603 NC 23710 NE , 507
: ,NE:701 LA 51993 OH 965
' SC 38121 SC 42188 TX 7862
TX 52825 TX 56592 ,VA 26557


      29

-------
                                Keyword Index
Production  (Continued)
-Report levels with monitoring
 results
  AK 1015    AK 26662   OR 515
  OR 2542    WA 299

Propylene (production of)
  IA 191     TX 3531    TX 4227

Protected Stream (no discharge
of effluents except unpolluted
cooling water)
  NO 4782    MO 4863

Pump Hour Meter and Pump Curve
(to record flow)
  FL 37869

Pumps (production of)
  MO 2411

PVC Resin (production of)
  MS 1970    OK 1031

Quality Assurance Program for
Wastewater Monitoring
(EPA Region 2)
  NY 540     NT 957     NT 4308
  NJ 5240    PR 23329   PR 23451

Radium Reduction
  MN 28100

Rainfall Event (permit limits
related to rainfall, e.g., 10
year, 24 hour rainfall event,
10Q24)
             AL 46370   FL 37869
             IL 3794    IL 4219
             MD 55182   SC 3255
AL 29378
IL 1244
IN 54267
VA 1015
Receiving Water Monitoring
AK 23248
AL 2801
IN 2861
ND 24368
RI 21539
AK 38652
CA 4111
MS 3042
NJ 4952
SC 1180
AK 43206
CA 5134
NC 35661
OR 1112
SC 3441
                                           Receiving Water Monitoring
                                            (Continued)
                                            ?:SC 37826   SC 38121   SC 42188
                                             VA 1015    VA 3654    WA 540
                                           Recovery
                                             GA 2356
             IA 5606
                                           Recycle
                                           -Closed loop
                                             ND 24368   WA 281

                                           -Process Materials
                                             CO 32158   IN 2861
                                             SC 1848    SC 2151
                                             WA 281
                        NJ 5746
                        SC 38121
                                           -Program required to reduce fresh
                                            water usage
                                             OR 515    OR 2542    WA 264
-Wastewater
AK 23248
CA 4111
GA 2356
K£ 3603
MO 370
MS 28258
NC ,35661
NH 1341 '
PA 8885
IN 1457
WA 37265

AL 26328
,CA 4464
IL 2691
KY 64645
MO 1121
MT 477
ND 24368
NJ 4286
SC 1368 ,
IX 86
WV 779

AL 29378
FL 37923
IN 1929
ME 1406
MS 671
NC 4243
NE 19
PR 1708
SC 2151
TX 8761

Red Book, EPA (Water Quality
Standards used to set limits,
also see Blue Book, EPA)
  SC 1473

Regenerate Wastewater (also see
Ion Exchange)
-Ion Exchange, unspecified
  NE 701     ,  •       '

Rendering
  MS 26140
                                     30

-------
Keyword Index
Reopener Clause
AK 663 AK 680 AK 23248
AL 1970 AL 2666 AL 2801
AL 3115 AL 3247 AL 3891
AL 29378 AL 54704 AL 55239
AK 27511 CA 5096 CA 55115
CO 248 CO 35394 FL 2771
HI 281 HI 21059 IL 1830
IN 27 IN 108 IN 116
IN 205 IN 1350 IN 1414
, IN 1929 IN 2887 IN 3573
IN 3581 KY 2119 KY 3484
KY 3514 KY 3603 KY 3701
IA 3115 IA 3824 IA 41718
IA 49492 MD 311 MD 1155
MD 2658 MD 281 MD 1121
MD 1181. MO 4782 MS 213
MS 1783 MS 3212 MS 28258
NC 3522 NC 4243 NC 4952
NC 4260 NG 6548 NC 7285
NC 23710 NC 24350 NC 68004
NC 72648 NE 60 NJ 4308
NJ 4006 NJ 30406 OK 191
OR 221 OR 2021857 PA 8800
PR 23329 RI 1139 RI 21530
SC 2780 SC 33022 SC 37770
SC 38148 SC 38555 IN 2640
TN 3425 IN 1899 TN 27715
TN 29378 TX 52825 VA 3697
VA 4804 WA 264 WA 299
WA 825 WA 30899 WV 1261
WY 1546 WY 25950

Revegetation (of land on site
required)
AL 46370

Reverse Osmosis
-Discharge of Reject Water
FL 37338

-Treatment
(also see Demineralization)
CO 32158 WA 25721 ,

Ribose (production of)
NJ 4952

- .." ; • " ' • . '• • ' . 3

Rivets (production of)
KY 3786

Rocket Engines (production of)
CA 4111 /

Rosin (production or use of as
raw material)
AL 841 ,VA 3433

Rotating Biological Contactors
ID 25259 PA 12637 SC 302
VA 3654 WV 779

Rubber (production of)
GA 329 ' IA 916 IA 3824
MS 1775
• ' . . ' . - . ' • '
Rutile, Synthetic (production of)
AL 26328

Safe Drinking Water Act (drinking
water standards .used to set NPDES
limits)
MD 1155 " . ' , r

Salinity (regulation of)
CO 33537

Sampling, proportional to flow
TN 1465 ' :

Sanitary Treatment
IL 744 IL 1414 IL 1384
IL 1767 .IL 1830

Sanitary Waste
-Discharge to POIW ; .
AR 1449 CA 4111 CA 57177
CO 32158 MD 94 MO 4863
MS 671 NJ 787 NJ 957
OR 515 TX 5576 WA 230
WA 281

-Joint treatment with process
waste
CO 33537 KY, 3603 KY 3484
KY 3701 KY 64645 MS 2941
1 NE 701 NJ 4286 OR 141
SC 302 VA 5312

-------
Keyword Index
-Separate treatment on site
(also see Package Plant)
KL 302 AL 1970 CA 4111
EL 37869 Hi 744 H, 34622
IN 2861 IA 3191 IA 5851
IA 59901 MD 2658 MS 2232
MS 2925 MS 28258 MS 31704
NE 647 NE 26565 CM. 9261
OK 2429 OR 1708 OR 2542
PR 23451 SC 1848 SC 38121
SC 38555 SC 42188 TX 1465
TK 3531 TX 3573 TX 4839
TX 9105 VA 3654 VA 3697
VA 4677 WA 299

-Separate Treatment off site
AK 1015
'
Sawmill
OR 515 OR 2542

Scavenger Tank
MD 1279
Screening (of wastewater)
AK 1015 AK 37303 AK 38652
AL 2801 AL 22314 CA 55115
GA 1201 GA 24104 GA 49336
IA 2089 IL 3417 IN 2666
IA 3824 IA 5479 MD 1279
MS 213 MS 31704 NC 6548
NC 23710 NH 1279 OR" 60
SC 302 SC 1368 SC 1490
SC 2151 SC 2453 SC 3255
SC 38121 SC 40517 TX 86
VA 4677 VA 26557 WA 264
WA 825

Scrubber Water
-Air Pollution Control
KY 3484 KY 3701 WA 229

-Discharge of
IA 2089 MD 345 MD 2429 =
MS 28258

Seafood Processing
AK 1015 AK 26662 AK 37303

Secondary Treatment (unspecif ied
biological treatment)
MS 31704 SC 1872 VA 3697
VA 4677 VA 1660

Secondary Treatment Standards
(40 CER 102 and 40 CFR 13.3,
used to set limits)
AL 302 AR 680 CA 4111
FL 37869 IN 2887 IN 45284
IA 60 IA 3191 LA 5851
MD 2429 MD 2658 MS 1775
NE 26565 NM 28100 OH 523
OK 191 OK 2429 OR 2542
SC 302 SC 1015 SC 1333
SC 33022 SC 37770 SC 38148
TN 1465 TX 86 TX 3573
VA 4677 WA 299 i WA 21954

Sediment
-Sampling
AK 23248 AK 43206 WA 540

-Pond Dredging Program
GA 3646

-Control Pond
FL 37869 IN 54267

Sediment Analysis Required
-Zinc :
MO 93521
• • .
Sedimentation
AK 43206 AZ 2144 ' GA 2160
ID 167 ID 25259 IL 1350
IL 1724 IL 1830 IL 3140
IN 205 IN 2887 IN 3573
KY 3701 LA 319 IA 585
LA 868' IA 3280 IA 3441
MD 1155 MD 2429 MD 2658
MD 55182 MO 370 MO 1881
MS 671 NY 1228 OH 9261
OK 2429 OR 60 PA 8885
RI 1139 SC 37826 SC 42188
TN 2640 TX 86 TX 3948
TX 6271 TX 7439 UT ,507
WA 540 WA 680 WI 54500
WV 868 WV 5169
     32

-------
Keyword Index
Semiconductor Circuits ,
,FL 34690 PA 11100

Septic Tank (generally for
sanitary wastes)
IL 4219 KY 3701 LA 841
LA 5479 ND 248 TX 9105

Settlement Agreement (to set permit
limits) ...'",.
IA 2089 IN 108 IN 2666
MD 1261
' "
Settling (clarification of
wastewater)
-lamella ;
GA 26735 NE 647 NH 1023

-Primary
AL 2801 FL 2488 GA 1201
GA 1619 GA 49336 IN 2861
KY 3603 KY 3701 ME 2216
MS 213 , MS 31704 MT 35
MT 248 ND 24368 NT 4286
NJ 4391 OH 9261 OR 566
' OR 2402 PA 8800 SC 1015
SC 1180 SC 1830 SC 3441
UT 507 VA 3654 VA 26557
WI 3620

-Secondary or Final
AL 302 AL 2666 . AL-2801
AL 3115 AL 46370 AR. 1449
AR 38544 CA 4464 CA 6165
'. CT 1708 CT 2437 CT 3671
DE 51 FL 2771 ,FL 37338
FL 37869 FL 37923 , GA 124
GA 507 GA 1619 GA 3646
GA 3778 IA 191 ID 809
IL 1350 IL 1724 IL 2691
IL 2861 IL 3115 IL 3417
IL 34622 IN 329 IN 639
IN 25079 KY 2780 KY 3603
KY 3701 KY 64645 IA 761
IA 841 LA 3191 IA 3689
IA 3905 LA 5479 MA 1414
MA 2151 MA 3361 MD 94
MD 345 MD 981 MD 1155
-Secondary, or Final (Continued)
MD 1252 MD 1279 MD 55182
ME 1406 MO 1716 MO 93521 .
MS 191 MS 213 MS 671
MS 2020 MS 2941 MS 31704
MT 477 NC 892 NC 3450
NC 5266 NC 6548 NC 58297
, NE 60 . NE 507 ;NE 701
NE 1210 NH 469 NJ 3166
NJ 3867 NJ 4286 NJ 4391
NM 28100 NY 1228 OH 493
OH 523 OH 965 OH 3051
OK 1643 OK 34321 OK 191
OR 141 OR 566 PA 8419
PA 11371 PA 11894 .SC 302
SC 1180 SC 1333 ,SC 2151
SC 2453 SC 2780 SC 3255 !
SC 3441 SC 37826 SC 38121
SD 299 TN 442 TN 1465
TN 27715 TX 86 TX 3531
TX 5576 TX 7021 TX 52825
VA 4677 VA 26557 VJA 230
WI 2810 WI 3620 WY 1546

Sheets and Pillowcases
(production of)
SC 3255

Shipbuilding and Repair ; L
LA 60 NC 7285 ; NC 68004
RI 21539 SC 33022 SC 37770
SC 38148 VA 4804 VA 5215
WA 2062 WA 30899

Shock Absorbers (production of)
NE 1210 "'•/•....-.
.
Silver
(recovery of by sand filter)
CO 32158 •

-Mining
, AK 43206

SIS Hardboard Process ;
NC 5266 :
.

     33

-------
Keyword Index
Skimming
(also see Oil/Water Separation)
AL 1970 AL 55239
KY 3701 LA 3689
NC 51161 OH 9261
SC 1180 TX 3654

FL 2488
NC 24350
PA 12637
TX 4839

Slimicide (use or treatment of)
FL 2488 NJ 540



Sludge (treatment, dewatering,
and disposal)
-Aerobic Digestion
GA 1791 IL 1244
MD 2429 NC 3450
OR 141 SC 1333
SC 2453 SC 3255
SC 38121
-Anaerobic Digestion
WA 21954

-Belt Filter Press
AL 22314 KY 2119
NE 701 OR 566
PA 11894 SC 1180
VA 26557 WA 621

-Centrifuge
IN 2861 IN 25079
SC 1473 SC 24554

-Chemical Addition
TN"2640 VA 26557

-Coil Filter
WI 3620

-Chlorination
MA 4600 NH 469



IN 3573
NC 3522
SC 2151
SC 26506





ND 370
PA 8419
TN 2640
WI 37991


KY 3701









VA 1660

-Dewatering, unspecified
AL 2801 AL 205
NC 4260 OR 60
SC 1180 WA 2062

-Drying Beds
,AR 36544 CT 1007
IL 1414
PA 9300



CT 1708
-Drying Beds (Continued)
GA 507 IL 1724 IL 24074
KY 73237 IA 3905
NC 892 NC 3450
NJ 4286 PA 10987
SC 914 SC 1180
SC 2453 SC 2780
TN 442

-Gravity Filtration
ND 370 NJ 4120

-Heat Drying
IL 2861 PA 8885

-Incineration
AL 1597 KY 3603
PA 8419
-lagoon
AL 302 AL 2666
GA 1201 IL 1350
IN 2666 KY 3603
SC 1015 SC 1180
SC 3255 SC 3441

-Land Application
CA 5134 GA 507
IL 1350 IL 2861
MT 477 NC 3522
NC 5266 NC 6548
SC 1333 SC 1368
SC 3255 SC 26506
TN 1457 VA 1660
WA 230 WI 3620

-Landfilling
DE 51 GA 329
GA 3778 IL 1724
IL 34622 IN 3573
KY 2119 MA 26646
MD 2429 ME 1406
MS 213 NH 1341
OR 1112 PA 8419
PA 11894 SC 24554
TN 1457 WA 2062
•
i. ,
MD 345
NC 3522
PA 44920
SC 1490
SC 3255

"* " ~:.- • , :"

VA 3654


WY 1546


OR 1112


AR 36554
IL 1724
NE 1210
SC 1368
VA 3654


GA 2160
KY 3701
NC 4260
OR 141
SC 2151
TN 442
VA 3433
WI 37991


GA 507
IL 24074
IN 45284
MD 311
MO 93521
NJ 5100
PA 9202
SC 38121
WA 21954

. ,. ;-
     34

-------
Keyword Index
-lime Sludge
NY 1732
-Management Plan
GA 3778 WI 3620
-Pressure Filter
CT 515 GA 4120
ME 647 OK, 2429
-Thickening
AL 22314 CT 515
GA 2160 GA 3778
IN 329 IN 2861
KY 73237 LA 3191
MA 26735 MD 2429
NC 3450 NC 5266
NH 1341 NJ 4286
PA 8419 PA 10987
PA 44920 SC 1180
SC 38121 IN 1457
VA 26557 WA 2062
WI 37991

-Used as Fuel
MS 2941
.--.. •." •-' • " -.
-Vacuum Filter
IL 1414 GA 1619
IN 45284 KY 2119
MA 1414 ;MD 311
ME 1406 MO 3262
NY 345 NY 1228
OH 965 OR. 566
PA 9202 IN 1457
WA 825

-V-Press
MS 213




WI 37991

MO 93521
TN 27715

GA 1619
IL 24074
KY 2119
MA 1554 ,-..-.
ME 1406 .;•"-'
NE 701
OH 493
PA 11894
SC 2151
VA 5215
WI 3620






IN 329
LA 3191
MD 981
MS 213
OH 493
PA- 8419
VA 26557





Sodium Chlorate (production of )
KY 3603 MS 2232

OR 1597

Sodium Silicate (production of)
IN. 329 LA 761
'-•.,..'.


Sodium Sulf ate (production of )
NJ 4952
-"
'••'-..• ' •.-'.'. :•.'•- •
Solid Fuel, Rocket (production of)
CA 4111
Solid Waste
-Disposal Off-site '
AK 1015
-Landfill
AL 22314 AL, 46370 CA 4839
FL 37869 IA 3387 KY 73237
LA 5606 MD 2429 NY 1228
PA 8885 SC 38121 TX 86
TX 77593 WA 264 WA 37265
WV 787
-
, -Management Plan Required
MD 1155 WA 281 WA 931

Solids Separation ,
AK 26662 IA 5487 LA 49492
MD 1279 WA 264 ,

Solvent Extraction
AL 1597 OR ,1112

Solvent Management Plan
CT 1708 CT 2437 CT 3671
FL 37338 IN 639 ME 2861
MS 671 SC 1872 SC 4286

Spill Prevention
-SPCC Plan (40 CFR 112)
AL 213 AL 22314 AL 46370
AZ 2144 CO 591 CO 36897
' CO 41351 CO 41360 FL 2488
IA 2089 IL 33863 LA 841
LA 59901 OR 60 OR 221
OR 515 OR 566 OR 1074
OR 1597 OR 1708 OR 2402
OR 30589 OR 30929 PR 23329
WA 78 WA 264 WA 621
WA 680 WA 809 WA 931
WA 1040 .WA1091
Spray Irrigation
               FL 2593    MD 3247
     35

-------
                                Keyword Index
 Stabilization Basins  (also see
 lagoon, Pond and Activated
 Sludge)
  AL 3115     AL 3247    H, 1384
  IL 1767     IL 3140    IN 3581
  KY 3514     IA 3280    LA 54828
  NE 60       OK 191     OR 515
  SC 1368     SC 38121   SC 42188
  VA 5312     WI 2810

 State Certification Requirements
 (used to set limits meeting
 Water Quality Standards)
  MA 442      MA 2151    MA 3077
  MA 3361     MA 4600    MA 26735
  ME 1406     NH 1023    NH 1325
  NH 1341     NH 21148   NH 21229

 Static Mixer (in-line wastewater
 mixing)
  AL 841      TN 1465

 Static Testing
  MD 1261     WV 1261

 Statistical Analysis  (of existing
 discharge pollutant levels to
 determine limits; also see
 Treatment Plant Capability)
  AR 1449     SC 302     SC 1333
  VA 3654

 Steel Mill (Integrated)
  AL 29378

 Steel, Stainless (production of)
  IN 45284   MD 981

 Steel Tubes/Pipes (production of)
  AL 29378   NE 26565

 Steroids (production of)
  PA 8419

Storm Sewers
 (limited as an Outfall)
  PA 11100   VA 1015    VA 5291
Storm Water Runoff Study
  WA 299
                       and/or
Storm Water, Treatment
Discharge with limits
  AK 23248
 , AL 1970
  AR 680
  CA 55115
  FL 2488
  IL 2267
  KY 3484
  IA 2771
  LA 54828
  MD 1155
  MO 4782
  MS 2232
  ND 24368
  NJ 4286
  OK 191
  OK 34321
  SC 38121
  TN 2640
  TX 6271
  VA 1015
Stream Classification Standards
 , CO 591     SC 1015    SC 37826
  SC 38555

Stripping (treatment for/by)
-Air                    --•;'.
  AL 1597    FL 34690   PA 11100

Stripping (treatment for/by)
-Ammonia
  AL 2666    CA 5134    LA 3280
  LA 3441    OK 1643    PA 44920
  SC 1848    TX 77593   WV 5533

-Not Specified
  KY 2780    LA 51942

-Phenol
  CA 5134
AL 108
AL 2801
AR 36544
CA 57177
GA 329
IN 1929
KY 3701
LA 5291
MA 3361
MD 2429
MO 4863
MS 2941
NJ 540
NJ 4391
OK 1031
OR 2021857
TN 1457
TX 3531
TX 7021
VA 5291
AL 841
AL 29378
CA 5134
DE 51
IA 191
KY 2119
LA 841
LA 41718
MD 94
MO 370
MS 1970
ND 248
NJ 787
NJ 4952
OK 1643
SC 1856
TN 1619
TX 4227
TX 52825
WA 281
                                     36

-------
                                Keyword Index
-Steam
  IA 841    TX 8761   TX 8907
  WA 37265

-Sulfide      ,
-  CA 5134    TX 5825

Study  (Treatability study or water
quality study;required by permit)
  CA 5134    FL 37869  GA 3646
  IN 2861    NE 507    NJ 4308
  OT 507

Sulfa  Drugs (production of)
  NJ 4952

Sulfamic Acid  (production of)
  IN 329

Sulfides (production of)
  TX 52825

Sulfuric Acid  (production of)
  CA 5134    IN 329    IA 2771
  VA 5291

Superfund  (CERCLA)
  CA 4111

Surfactants (production of)
  KY 3701

Synthetic Resins (production of)
  IL ,34622   VA. 2160   VA' 5312

Synthetic Textiles  (production of)
  SC 2151    IN 2640   VA 2160

Syrups
  PR 23329

Tailings (runoff from,  also see
Leachate)
  CO 35394
 Tall Oil (Production of or use as
 raw material)
   AL 841     IA 868

 Tank Farm (wastewater from)
   NC 42501

 Tantalum (smelting/refining)
   OR 1112

 Technology-Based Limits  (other
 •than Effluent Guidelines, also
 see Treatability Manual, EPA)
   AK 23248   K¥ 2771    IA 3115
   1A 41718   ^a.:442

 Technology Transfer  (of limits from a
 different Effluent Guideline
 Category)
   NH 1023    OK 191        ;

 Telecxaranunication Equipment
  (production of)
   AR 1449                         ;

 Telephone Apparatus  (production of)
"•'• NE 507           ,            •";'

 Teirgperature Survey
   WA 37265     :                 .

 Terephthalic Acid (production of)
   AL 108     SG 1333       -.

 Textiles (dyeing and finishing)
   NC 3522    NC 4243    NC 23710

 Thermal Treatment Processes
  (unspecified)
   NJ 2540

 Thickening (also see Sludge -     :
 Thickening)
 -Gravity Separation in mining and
  minerals processing
 '.; OH 965   -.•••;.   .;.-.,  •-... -:• ..".'/.;   -

 Titanium (smelting/refining)
   OR 1112
                                      37

-------
Keyword Index
Titanium Dioxide (production of)
EE 51 GA 3646 MS 2232
OH 493 OH 523 TN 1465
.
Titanium Tetrachloride
(production of)
OH 493
-
Tobacco Reclamation
VA 26557

Toluene (production of)
TX 4227

Toluene Diamine (production of)
KY 2119

Tools (production of )
-Hand
NE 19 SC 24554
-Unspecified
KY 3786
Toxaphene (pesticide, production of)
MS 27995

Toxic Organic Management Plan
IL 1724 XL 33863 IN 205
IN 655 IN 1929 IN 3573
OH 3051 OH 5142 UT 531

Toxic Reduction Evaluation
AK 23248 AL 108 AL 1597
AL 1970 AL 2666 AL 2801
AL 3115 AL 3247 AL 26328
AL 29378 AL 54704 AL 55239
GA 124 GA 329 GA 1201
GA 1619 GA 1791 GA 2160
GA 2356 GA 3646 GA 3778
GA 4332 GA 24104 GA 26735
GA 49336 IN 2861 KY 2119
KY 3484 KY 3514 KY 3603
KY 3701 MD 94 MD 311
MD 345 MD 981 MD 1155
MD 1252 MD 1279 MD 2429
MD 3247 MD 54321 MS 671
MS 2232 MS 2925 MT 477

Toxic Reduction Evaluation
(Continued)
NE 19 NE 60 NE 507
NE 647 NE 701 NE 1210
NE 26565 NJ 787 PA 8419
PA 8800 PA 8885 PA 11100
SC 1490 SC 2780 SC 42188
SD 299 VA 3654 VA 26557
WA 21954 WI 1309 WI 2798
WI 3620 WI 37992 WI 54500
WY 442 WY 3115

Toxic Standards (40 CFR 129.103,
vised to set limits)
MS 1970 MS 27995

Toxicity (of wastewater, also see
Bioassay)
AL 1970 KY 73237 MD 1261
ME 2861 PA 11100 WV 868
Toxicity Control Plan
ID 26468
't~
Toxicity Limits
CA 81787 FL 2771 KY 3603
MS 671 MS 2232. NC 3522
NC 4243 NC 4260 NC 6548
NC 23710 NC 24350 NC 72648
OH 965 SC 302 SC 1180
SC 37826 WA 78 WA 264
WA 540 WA 825 WA 1040
•• . ,
1 - - •
Toxicity Testing
(see Biomonitoring)

Treatability Manual, EPA (used to
set limits, also see Technology-
Based Limits)
TX 8761

Treatable Level of Pollutant
(concentrations above treatable
level require limitations;
concentrations below generally
are not regulated, except for
monitoring; also see Treatment
Plant Capability)
IA 191
     38

-------
                               ' Keyword Index
Treatment Plant Capability (used
to set limits; also see
Statistical Analysis)
AL 841
MS 671
NT 4391
OR 2542
TX 5576
KY 2119"
NC 892
NJ 5240
SC 3441
WA 78
* MD 1155
NJ 3166
OR 515
IX 4839

Trickling Filter  !
-Conyentional,               ,
  AK 841     TX 3531    TX 5606

-Plastic Media (Oxidation Tower)
  NE 701

Trifluralin
(pesticide, production of)
  IN 2861                     •;

Turbidity Sensor
  MD 1279       Y  V

Ultrafiltration
  ME 639     SC 1473

Unbleached Kraft Pulp
  GA 1201    MS 2941

Underground Injection
  AL 1970    AR 680     IA 5291
  MS 1775    TN 1465    TX 7439
  TX 8907    TX 9105

Uranium (mining)
  WA 25721

Uranium (production of)
  IA 59901   NM 28100

Uranium Hexafluoride Conversion
Facility
  OK 191
Uranium Hexafiuoride Gas
(production of)
  SC 1848

Uranium Oxide (production of)
  SC 1848

Urea (Production of)
  NE 60      OR 1635    OR 2021857

Utility Wastewater
  Rf 3701

Variable Limits
-Seasonal
  AK 23248
  GA 1619
  IL 2691
  IN 108
  IN 2861
  MD 311
  MD 54321
  NC 3450
  OH 965
  OR 515
  OR 1112
  SC 2453

-Wet Weather/Dry Weather
  CA 4111    NJ 540

-with Production
  AK 26662   AL 54704   MD 987
  MD 2429 :   NC 23710   .OR 30589
  SC 38121        ,

-With Receiving Water Flow,
 Temperature, pH, etc.
  CA 57177   CA 81787   IN 1350
  IN,2887    MS 31704   ND 24368
  NJ 5746              '"'.,

Variance (requested or granted
for permit limitations, also see
Waiver)
  FL 37869   IL 2861    MD 1279
  NJ 4952    VA 1295    WV 5533
AL 3115
GA 49336
IL 3115 •>-
IN 1414
IN 3581
MD 1155
MS 1970 ;
ND 24368
OH 1708
OR 566
PA 8419
TN 2640
CO 32158
IL 2267
IL 3794
IN 2666
IA 868
MD 3247
MS 2941
NH 396
OR 60
OR 1074
PA 88OO
VA 2160
                                     39

-------
Keyword Index
Vegetables (processing of)
ID 1180 OR 2402

Vinyl Chloride (production of)
K£ 3484 LA 761

Vinyl Ethers (production of)
KY 3701

Vinylidene Fluoride (production of)
K¥ 3603

Vitamins (production of )
NJ 4952 PA 8419

Waiver (of permit limits, also
see Variance)
AR 1147

Waste Acid Regeneration
CO 32158

Waste Disposal Plan
AK 37303

Waste Processing Facility
NJ 5240

Wasteload Allocation
FL 2488 IN 329 MS 2941
MS 3042 MS 26140 MS 31704
NC 7285 NC 42501 NC 51161
NC 68004 NC 72648 SC 4286
SC 1848 SC 37770 SC 38121
TX 3531 IX 7021 VA 5215

Wastepaper (use of)
IN 1350

Wastestream Segregation (of raw
waste, prior to treatment)
MO 370 PA 11371

Water Pollution Control Program
RI 21539



Water Quality (Criteria/Standards
used to set limits, also see Blue
Book, EPA Red Book, EPA, and Gold
Book, EPA)
AK 396 AK 23248 AK 37303
AK 43206 AL 108 AL 1970
AL 3115 AL 3247 AL 26328
AL 29378 AL 54704 AL 55239
AR 1147 CA 4111 CA 4464
CA 4839 CA 29491 CA 55155
CA 57177 CA 81787 CO 248
CO 591 CO 1121 CO 1147
CO 32158 CO 35394 CO 36897
CO 41351 CO 41360 CT 1007
CT 1708 CT 2101 CT 2437
DE 51 FL 2488 FL 2593
FL 37338 FL 37869 FL 37923
GA 507 GA 1791 GA 3646
GA 24104 GA 26735 HI 191
HE 21059 IA 3611 IA 3387
ID 1163 ID 1180 ID 25259
ID 26468 IL 744 IL 1244
IL 1350 IL 1384 IL 1414
IL 1724 IL 1767 IL 1830
IL 2267 IL 2356 IL 2453
IL 3115 IL 3149 IL 3417
IL 3794 IL 4219 IL 24074 ,
IL 33863 IL 34622 IN 27
IN 108 IN 116 IN 329
IN 639 IN 655 IN 1414
IN 1929 , JJM 2666 IN 2861
IN 3573 IN 3581 IN 45284
KY 2119 KY 2780 KY 3514
KY 3603 KY 3778 KY 3786
KY 64645 KY 73237 IA 841
IA 868 IA 914 IA 2771
IA 3115 IA 3l91 IA 4740
LA 5851 IA 51993 IA 59901
MA 442 .. MA 1554 MA 1571
MA 2151 MA 3077 MA 3361
MA 4600 MA 26646 MA 26735
. MD 311 MD 1155 MD 3247
ME 1406 ME 2861 MO 4863
MS 574 MS 1775 MS 1783
MS 2925 MS 2941 MS 3042
, . MS 3212 MS 26140 MS 31704
MT 26336 NC 3450 NC 3522
NC 4260 NC 4952
     40

-------
                                Rsyword Index
Water Quality  (Criteria/Standards
used to set limits, also see Blue
Book, EPA, Red Book, EPA, and Gold
Book, EPA) (Continued)
  NC 6548    NC 35661   NC 58297
  ND 248     ND 24368   NM 28100
  NE 19      NE 507     NE 647
  NE 1210    NH 396     NH 469
  NH 1023    NH 1279    NH 1325
  NH 21148   NH 21229   NJ 787
  NJ 957     NJ 3867    NJ 4120
  NJ 4308    NJ 4952    NJ 30406
  NY 1228    NY 7269    OH 493
  OH 523     OH 965     OH 9261
  OK 1031    OR 515     OR 566
  OR 1074    OR 1112    OR 1589
;  OR 1635    OR 2542    PA 5444
  PA 8419    PA 8800    PA 9202
  PA 11100   PA 11371   PA 11894
  PA 44920   PR 21407   PR 23329
  PR 23451   RI 1139    RI 1180
  RI 21610   SC 914     SC 1015
  SC 1473    SC 1490    SC 1830
  SC 1848    SC 1856    SC 2453
  SC 2780    SC 2798    SC 3255
  SC 3441    SC 4286    SC 24554
  SC 26506   SC 33022   SC 38121
  SC 38148   SC 38555   SC 40517
  SC 42188   SD 299     IN 264
  IN 1899    IN 3425    IN 27677
  IN 27715   IN 29378   TX 2411
  IX 2933    TX 3531    TX-3573
  TX 4227    TX 7021    TX 7862
  TX 8763.    TX 8907    TX 9105  ;
  VA 1015    VA 1617    VA 1660
  VA 2160    VA 3051    VA 3654
  VA 3697    VA 4804    VA 5215
  VA 5291    VA 5312    VA 26557
  WA 281     ,WA 809     WA 25721
  WA 30899   WA 37265   WI 1309
  WI 2810    WI 2798    WI 3620
  WI 54500   WV 1805    WV 2542
  WV 5533    WV 31241   WY 442
  WY 32590

 208 Water Quality Mahgement Plan
 (per Section 208  of the Clean
 Water Act)
  IA 51942   NJ 5746    OR 1074
 208 Water Quality Management Plan
 (Continued)
   TX  52825

 Water Treatment Plant Wastewater
   SC  3255

 Weapons Manufacturing
   ME  1406   MO 4863

 Wetlands
   Ft,  37869

 Wheel Covers (plating of)
   MS  671

, Wire  (production  of)
 -Copper Plated
  (also  see Copper - Wire)
   NE  507

 Wood  Preservatives  (production of)
   WA  281

 Wool  (production  or finishing  of)
   WA  230

 Zero  Discharge
 •nof Pollutants
   AR  1147    IA 5606    NE 26565
   OK  2429    OR 515    OR 2542

 -of Wastewater
   IA  5291    MS 27995   NE 26565
   WA  281

 Zinc  Ore  (mining/irdlling of)
   AK  38652   AK 43206   CO 591
   IN  1899

 Zirconium (smelting/refining)
   OR  1112
                                     41

-------

-------
                     ABSTRACTS OF INDUSTRIAL NPDES PERMITS
                           EFFLUENT GUIDELINES INDEX
                                  - Part E -
40 CFR

 402   Cooling Water Intake
       Structures (also see
       Section 316(b) of the
       Clean Water Act)

 405   Dairy Products Processing
      ,   IL 3417    NJ 4308;
         OR 141     WY 1546
 406
 407
 408
 409
Grain Mills
  IA 3620
  MO 2534
                    IN 27
Canned and Preserved Fruits
and Vegetables Processing
  ID 1180    IL 3115
  IL 3417    OR 2402,
  ME 2216

Canned and Preserved
Seafood Processing
  AK 663     AK 680
  AK 1015    AK 26662
  AK 27511   AK 37303
  IA 4740

Sugar Processing
  CO 41351   CO 41360
  HI 191     HI 281
  MT.248     ND 24368
 410   Textile Mills
         GA 1791
         GA 3778
         NC 3522
         NC 35661
         NH 1279
         SC 1490
         SC.2453
         TN 2330
         VA 3051
         VA 50822
         WV 1261
             GA 24104
             NC 23710
             NC 3450
             NC 4243
             SC 1368
             SC 2151
             SC 3255
             VA 1295
             VA 4677
             WA 230
40 CFR

 411   Cement Manufacturing  .,

 412   Feedlots        -  •'

 413   Electroplating
         MO 2411    MS 671
         PA 11100   PA 11371

 414   Organic Chemicals,  Plastics &
       Synthetic Fiber ^Manufacturing
AL 108
AL 2666
AL 54704
FL 2593
IA 191
IL 1767
IL 3140
KY 1431
KY 2780
KY 3514
KY 3701
LA 841
IA 914
IA 3689
IA 59846
MD 345
MS 1970; .
NC 4952
NJ 2640
NJ 4006
NJ 5100
OH 6327
OR 2021857
SC 914
SC 1333
SC 3441
SC 37826
TN 1457-"- '
TN 3425
"TX 3531'
TX 5576
TX 7439
TX 52825
AL 1597
AL 3247
AR 37770
FL 1040
IL 1350
IL 1929
IN 1414
KY 2119
KY 3484
KY 3603
IA 761
IA 892
IA 3441
IA 3905
MA 442
MS 1775
NC 892
NJ 1732
NJ 3166
;NJ 4286
NJ 30406
OK 1031
SC 302
SC 1180
SC 2798
SC 26506
TN 442
TN 2640
TN 29378 '
TX 3948
TX 7021
TX 8907
TX 77593

-------
                            Effluent Guidelines Index
40 CER
 414
Organic Chemicals, Plastics &
Synthetic Fiber Manufacturing
(Continued)
              VA 3654
              VA 5312
              WV 787
              W7 4405
         VA 2160
         VA 5291
         WA 281
         W 868
         W 5169
 415
417
 Inorganic Chemicals
 Manufacturing
         AL 213
         AR 680
         CA 5134
         DE 51
         IN 329
         KY 2780
         KY 3603
         LA 761
         LA 3280
         MD 311
         MS 2232
         NJ 3867
         OH 523
         OK 191
         TN 1465
         TX 2933
         WA 37265
              AL 26328
              AR 1171
              CA 6165
              GA 3646
              Kf 1431
              KY 3484
              K£ 64645
              LA 2771
              LA 41718
              MD 1261
              NJ 2640
              OH 493
              OH 958
              OR 1597
              IN 2461
              VA 5291
              WV 2542
416   Plastics and Synthetic
      Materials
         FL 2488
         IL 34622
         NJ 4391
         TX 4839
              IA 191
              LA 5479
              SC 1333
Soap and Detergent
Manufacturing
   IL 2453    LA 5291
418   Fertilizer Manufacturing
         AK 663     CA 5134
         GA 2071    GA 2356
         IA 3522    IA 3387
         MS 574     MS 27995
40 CFR

 418  Fertilizer Manufacturing
      (Continued)
         NE 60      OR 1635
         TX 9105    VA 5291

 419   Petroleum Refining
 420
                                       421
         AK 396
         CA 5096,
         CA 55115
         CO 1147
         IL 1244
         IL 4219
         LA 3115
         LA 51993
         MT 477
         ND 248
         TX 4227
         TX 7862
         WV 4626
             AK 841
             CA 5134
             CA 57177
             GA 4332
             IL 2861
             IN 108
             IA 51942
             MA 22225
             NC, 24350
             PA 12637
             TX 6271
             UT 507
             WY 442
Iron and Steel
Manufacturing
  AL 3247    AL 55239
  FL 2771
  IL 3794
  IN 45284
  MO 370
         NE 26565
         WV 23281
IL 2691
IN 205
MD 981
NE 1210
NY 574
       Nonferrous Metals
       Manufacturing
         AR 582
         LA 4464
         MD 2429
         MO 1121
         OK 1643
         OR 1708
         WA 78
         WA 540
         WA 680
         WA 931
                                       422   PhosphateManufcicturing
             FL 37923
             LA 5606
             MO 281
             NY 1732
             OR 60
             UT 531
             WA 299

-------
                            Effluent Guidelines
40 CFR
 423   Steam Electric Power
       Generation
         AR 1147
         FL 37869
         IA 3611
         IN 2887
         IA 5851
         MD 2658
         MS 2925
         NC 58297
         OH 9261
         TX 86
         VA 1015
         WY 3115
CO 1121
GA 4120
IN 116
LA 3191
MD 94
MD 54321
MS 28258
ND 370
OK 2429
TX 3573
WI 43583
 424   Ferroalloy Manufacturing
         MS 2232    IN 27715    •

 425   leather Tanning and
       Finishing
         IN 2666    NH 396
  ,       PA 8800    PA 9300

 426   Glass Manufacturing
         CA 4839    IL 1384
         RI 1180

 427   Asbestos Manufacturing
         CA,4464

 428   Rubber Processing
         GA 329     IL 1414    :
         IA 914     IA 3824
         IA 3905    TX 3654

 429   Timber Products Processing
         CA 81787   MS 3042
         NC 5266    OR 515
         OR 2542    WI 2798

 430   Pulp, Paper and Paperboard
         AL 2801
         GA 1201
         ID 1163
         MS, 191
         MS 2941
AL 3115
GA 49336
IN 1350
MS 213
MT 35
40 CFR
430










Pulp, Paper
(Continued)
MS 31704
OK 34321
OR 515
OR 1074
SC 1015
SC 42188-
WA 264
WA 809
WA 1040
WA 3000
WI 3620
and Paperboard
NY 7269
OR 221
OR 566
PA 8885
SC 38121
VA 1660
WA 621
WA 825
WA 1091
WI 2810
WI 37991
                          431   Builders Paper and Board
                                Mills
                            '•••      SC 42188

                          ,432   Meat Products & Rendering
                                  IA 2089    MD 3247
                                  MS 1783    MS 26140
                                  NC 6548  :

                          433   Metal Finishing
:AR 1449
CT 1007
CT 1708
CT 2437/
GA 26735
IL 1724 •:
IN 20&
IN 655
KY 3786
MA 1414
MA 1571
MA 3077
MA 4600
MA 26735
ME 1406 r'
NC 4260
NE 507 •
NE 1210
NH 21148
OH 965
OH 5142
CT 515
CT 1457
, CT 2101
CT 3671
IL 1414
IL 33863
IN 639
KY 3778
KY 73237
MA 1554
MA 2151
MA 3361
MA 26646
MD 1155
ME 22985
NE 19 -•'•
NE 647
NH 1341
NH 2 1229
OH 3051
PA 10987

-------
                            Effluent .Guidelines Indes
40 CER
 433   Metal Finishing (Continued)
 434



 435


 436

 437

 438



 439
 440
  PA 11371
  RI 1139
  SC 1872
  SC 2780
  IN 1473
  OT 531
  WI 54500

Coal Mining
  AL 46370
  IN 54267
                    PA 44920
                    SC 1473
                    SC 24554
                    SC 4286
                    IN 1899
                    WI 1309
  MD 55182
Oil and Gas Extraction
  1A 49492

Mineral Mining'and Processing

Water Supply

Miscellaneous Food &
Beverage Processing
  E3. 23329   TX 55107
Pharmaceutical Manufacturing
  GA 1619    IL 24074
             IN 3581
             NE 701
             NJ 2666
             PA 8419
             PR 23451
         IN 2861
         MS 2020
         NJ 540
         NJ 4952
         PR 21407
         TX 64912
Ore Mining
  AK 35165
  AK 43206
  AZ 22144
  CO 591
  ID 167
  ID 26468
  MT 26336
  NM 28100
  TX 94498
  WV 25950
and Dressing
  AK 38652
  AR 582
  CO 248
  CO 35394
  ID 25259
  MO 1881
  NJ 5746
  IN 1759
  WA 25721
 441   Transportation Industries
40 CFR

 442   Fish Hatcheries and Farms
         ID 809     ID 892
         HI 21059

 443   Paving and Roofing
       Materials

 444   Auto and Other Laundries

 445   Converted Paper Products

 446   Paint Formulation

 447   Ink Formulation

 448   Printing and Publishing

 449   Steam Supply

 450   Pretreatment of Oil and Gas

 451   Clay, Gypsum, Refractory,
       and Ceramic Products
         CO 33537   .MD 1252
         PA 11894

 452   Concrete Products

 453   Shore Receptor & Balk
       Terminals
        .AK 23248   TX 91855

 454   Gum and Wood Cha:nicals
       Industries
         AL 841     LA 868
.-..-;    , VA 3433

 455   Pesticides
         AL 1970    CA 5134
         IN 2861    KY 1431,
  ••     "LA 5487    MS 3212
         MS 27995   NY 345
         IN 1619   . TX 7439

 456   Adhesive & Sealants
       Industries      ;

-------
                            Effluent Guidelines Index
40 CFR  '

 457   Explosives

 458   Carbon Black

 459   Ehotographics
 V;  •:   'CO 32158   SD 299

 460 •"'" Hospitals

 461  , Battery Manufacturing
         SC 1856

 462   Edible Oils

 463   Plastics Molding and
       Forming
     '   IL 24074   OH 965
 .:       SC 1830  ..
 464
 465
 466
 467
 468
 469
 Metal Molding and Casting
 (Foundries)
              AL 29378
              IL 2267
              IN 3573
         AL 3247
         IL 1830
         IL 33863
         NH 1023
         WI 1309
              NY 574
 Coil Coating
   AL 3Q2     IL 1724
;  TX 55107 :;          ^  "

 Porcelain Enameling  .
   MD 1155    OH 965
;:  WI 1309 ";

Aluminum Forming
   AL 302    'GA. 124      ;
   GA 507     "IP'93521-•""•
   NJ 29327   TN 264   .
:   WV 779 '          '•'

Copper Forming
  PA 9202        .

Electrical and Electronic
Products
   FL 34690   FL 37338
                                     40 CFR .--'.'

                                      469   Electrical .and Electronic
                                            Products  (Continued).  • '
                                       ,-:"-'.,    NY 1228-   OR  1589  ^  -
                                         : .v   OR 30589   OR  30929
                                           ,   PA 5444  •  PA  11100  .-•'•.
                                     -.••'..•:-  •'".   SC 38555  •'  .  '   :  -  ".•  '

                                      470   Shipbuilding1' y;,
                                              IA 6Q
                                              NC 68004
                                              SC 33022
                                              SC 37770
                                              VA 5215
                                              WA 30899
                   NC 7285.
                   RI 21539
                   SC 38148
                   'VA 4804
                   WA 2062
471   Nonferrous Metals Forming
    ••    OR 1112

472   'Alcohol For Fuel

473   Coal Gasification  •

474   Coal Liquefaction  ;,  :

475 ,  Shale Oil  •••••*'   •     (
      Mechanical Products
        IN--1929 :   -MO 4782;;
        OH 965   ^

-------
                            Effluent, Guidelines Index
40 CER

 No Effluent
 Designated
 AR 36544  -
 CA 4111
 CA 0029491-
  36897  -
 GA 2160   -
 IL 744
 IA 54828  -
 IA 59901  -
 MA 103128 -
 MO 4782
 MO 4863
 NC 42501  -
 NC 51161  -
 NC 72648  -
 NH 469
 NH 1325
 NH 21172  -
 NJ 787
 NJ 5240   -
 NY 7048
 3RI 21610  -
 SC 1848
 SC 40517  -
 TX 8761   -
 VA 26557  -
 VA 3697
 WA 21954  -
 W 116
 W 5533
 WY 32590  -
Guidelines Category

Cellulose Food Casings
Aerospace Industry
Signetics Corporation
Magnetic Tape Manufacturing
Caprolactum Manufacturing
Electrical Cable
Hazardous Waste Management
Uranium Production
Massachusetts Water Resources Authority
McDonnell Aircraft Co.
Weapons .Manufacturing
Triad Terminal Co.
Plantation Pipe Line Co.
Gant Oil Co.
Specialty Electrical Papers
Miniature Lightbulbs
EnviroSystems, Inc.
Chemical Blending Facility
Waste Processing Facility  -
Capacitors                             ,
Aqua KLeen Inc.
Nuclear Fuel Production
Thermal Oxidation Corporation, Inc.
TML & TEL Anti-knock Compounds
Reconstituted Tobacco
Nuclear Reactor Cores
Dept. of Defense - Fort Lewis          .
Mining Equipment                   ,
lithographic Platemaking
Union Pacific Railroad Co.

-------
PRIOR I T Y   P O L  L U  T AN T   I N D E X

                   - Part F -  -•.'.• •     :.,  - ... -
           See Pages  1  and  2  For The
        List of 129 Priority Pollutants,
        Which Are Presented In Numerical
              Order In  This Index

-------

-------
                            129 PRIORITY POLLUTANTS
1.
2.
3.
4.
5.
6.
*acenaphthene
*acrolein
*acrylonitrile
*benzidine        '
*carbon tetrachloride
*Chlorinated Benzenes    •
7.   chlorobenzene    •
8.   1,2,4-trichlorobenzene
9.   hexachlorobenzene

*Chlorinated Ethanes
10.  1,2-dichloroethane
11.  1,1,1-tfichloroethahe
12.  hexachlprbetharie
13.  1,1-di chloroethane
14.  1;1,2-tfichlorpethane
15.  1,1,2,2-tetrachloroethane
16.  chloroethane

*Choroalkyl Ethers
17*  bis(chloromethyl) ether
18.  bis(2-cnloroethyl) ether
19.  2-chloroethyl  vinyl  ether

*Chlorinated Naphthalene
20.  2-chloronaphthalene

*Chlorinated Phenols
21*   2,4,6-trichlorophenol
22.  parachlorometa cresol
23.  *Chloroform
24*   *2-chlorophenol         ;

*Dichlorobenzenes
 25.   1,2-dichlorobenzene
 26.   1,3-dichlor6benzene
 27.   1,4-dichiorobenzene

 *Dichlorobenzidine     "
 28.   3,3'-dichlorobenzidine

 ^Dichloroethylenes            ,:
 29.   1,1-dichioroethylene
 30.   1,2-trans-dichloroethylene

 31.   *2,4-dichiorophenol
*Dichloropropar.e and Dichloropropene
32.  1,2-dichloropropane
33.  1,2-dichiorppropylene  ,

34.  *2,4-dimethylphenol

*Dinitrotoluene
35.  2,4^dinitrotoluene
36.  2,6-dinitrotolue*ne

37.  *1/2-dipheriylhydrazine
38.  *ethylbenzene            ,
39.  *fluora:nthene           ,

*Haloethers   ,       :   "     '-.•'
40.  4:—   .
44.  nethylene chloride
45.  methyl chloride
46.  methyl .bromide
47.  brbmoform  (tribrompmethane)
48.  dichlorobromomethane       ,
49.  trichlorofluoromethane
50.  dichlorodifluoromethane
51.  chlorodibromomethane

52.  ^hexachlorobutadiene       ,
53.  *hexachlorocyclopeht:adiene
54.  *isophorone
55.  *naphthalene
56.  *nitroben2eneV- .-;. ,

^Hitrophenols          ,    '.,;
57.  2-nitrpphenol
58.  4-nitrophenol
59.  *2,4-dinitrophenol  •'   .. ;^;V'
60.  4,6-dinitro-o-crespl

*Nitr6s amines  ..    !       ".    •
61.  N-nitrpsodimethylamine    ,  ;
62.  N-nitrpsodiphenylamine
63.  N-nitrosodi-n-propylamine

64.  *pentacnlorophenol
 65.  *phenol "                   :  '

-------
                            129  PRIORITY POLLUTANTS
*Phthalate Esters
66.  bis(2-ethylhexyl) phthalate
67.  butyl benzyl phthalate
68.  di-n-butyl phthalate
69.  di-n-octyl phthalate
70.  diethyl phthalate
71.  dimethyl phthalate

*Polynuclear Aromatic Hydrocarbons
72.  1,2-benzanthracene
73.  benzo(a)pyrene
     (3,4-benzopyrene)
74.  3,4-benzofluoranthene
75.  11,12-benzofluoranthene
76.  chrysene
77.  acenaphthylene
78.  anthracene
79.  1,12-benzoperylene
80.  fluorene
81.  phenanthrene
82.  1,2,5,6-dibenzanthracene
83.  indeno(1,2,3-cd)pyrene
84.  pyrene

85.  *tetrachloroethylene
86.  *toluene
87.  *trichloroethylene
88.  *vinyl  chloride
       (Chioroethy1ene)

Pesticides  and Metabolites
89.  *aldrin
90.  *dieldrin
91.  *chlordane

*DDT and Metabolites
92.  4,4'-DDT
93.  4,4'-DDE  (p,p'-DDX)
94.  4,4'-DDD  (p,p'-TDE)

*Endosulfan and  Metabolites
95.  a-endosulfan-Alpha
96.  b-endosulfan-Beta
97.  endosulfan  sulfate

*Endrin  and Metabolites
98.  endrin
99.  endrin aldehyde
•Heptachlor and Metabolites
100. heptachlor '
101. heptachlor epoxide
*Hexachlorocyclohexane
102. a-BHOAlpha
103. b-BHC-Beta
104. r-BHC-Gamma (lindane)
105. g-BHC-Deita
*Polychlorinated Biphenyls (PCB's)
106.
107.
108.
109.
110.
111.
112.
PCB-1242
PCB-1254
PCB-1221
PCB-1232
PCB-1248
PCB-1260
PCB-1016
(Arochlor
(Arbchlor
(Arochlor
(Arochlor
(Arochlor
(Arochlor
(Arochlor
1242)
1254)
1221)
1232)
1248)
1260)
1016)
113. *toxaphene

Metals, Asbestos and Cyanide
114. *antimony (total)
115. *arsenic (total)

116. *asbestos

117. *beryllium (total)
118. *cadmium (total)
119. *chrpmiurn (total)
120. *copper (total)

121. *cyanide (total)

122. *lead  (total)
123. *mercury (total)
124. *nickel(total)
125. *selenium (total)
126. *silver (total)
127. "thallium (total)
 128. *zinc  (total)
 129.  *2,3,7,8  - tetrachlorodibenzo-
       p-dioxin (TCDD)  -  ,  •
 Identifies the original 65 specific  compounds and chemical  classes as listed
  in the 1976 Settlement Agreement of  Natural Resources Defense Council, i-nc>
  v. Train.
                                       2           •       ..             •"...,

-------
                        ABSTRACTS OF IMXJSTRIAL NPDES PERMITS

                         :     PRIORITY PQIIDTANT INDEX

                            • -  ."• •-."'''  - Part F--- - ,--: ,-•   .   . ;
fn
   5.

   6.
Acenaphthene
  AL 108     AL 3247
  FL 2593  .'•:. IA 191
  IL 1767    KY.2119
  KY 3484    KY 3514
  KY 3603    KY 3701
 ,MD 345     TX 52825
  WA 281
         Acrolein,
           IL 1350
           PA 11371
             NT 4286
             TN 442
         Acrylonitrile
           AL 108     AL.3247
           FL 2593
           IL 1767
           KY 3484
           KY 3603
           MD 345
           TX 52825
             IA 191
             Kf 2119
             K£ 3514
             Kf 3701
             PA 11371
Benzene
  AL 108     AL 3247
  FL 2593    IA 191
  IL 1767    FY 2119
  Kf 3484    K£ 3514
  KY 3603    KY 3701
  IA 841     MA'22225
  MD 345     NJ 4120
  NT 5100    NY 7048
  PA 8419    PA 11100
  TX 3531    TX 3654
  TX 3948    TX 4227
  TX 8907    TX 52825
  VIA 281

Benzidine   ,

Carbon Tetrachloride
  AL 108   .  AL 3247
  FL 2593    IA 191
  IL 1767    KiT 2119
                                                  9.
      Carbon Tetxachloride
      (Continued)
      ; Kt 348A    KY 3514
       KY 3603    KY 3701
       MD 345     NJ 5100
      1 TX 7439    TX 8907
       TX 52825   WA 281
       WV 4405,
                                               Chloroberizene
        AL 108
        FL 2593
        IA 191
        KY 2119
        KY 3514
        KY 3701
        NJ 4120
        TX 2933
:AL 3247
 FL 34690
 IL 1767
 KY 3484
 KY 3603
 MD 345
 NT 5100
 TX 52825
8.    1,2,4-Trichlorobenzene
        AL 108
        FL 2593
        IL 1767
        KY 3484
        KY 3603
        MD 345
        NJ 5100
        TX 52825
 AL 3247
 IA 191 ;
 KY 2119
 KY 3514.
 KY 3701
 NJ 4120
 NY 7048
 WA 281
      Hexachlordbenzene
      . ,. AL 108 •;:•-.•:  AL 3247
                   IA 191
                   KY 2119
                   KY 3514
                   KY 3701
                                                          FL 2593.
                                                          IL 1767
                                                          KY 3484
                                                          KY 3603
                                                          MD 345
                   TX 52825
10.   1,2-pidhlordetnane
        AL 108
        do:32158
        FL 2593
        IL 1767
        KY 3484
        KY 3603
 AL 3247
 CO 36897
 IA 191
 KY 2119,
 KY 3514
 KY 3701

-------
                           Priority Pollutant Index
12.
10.   1,2-Dichloroethane (Continued)
        MD 345     NJ 787
        NJ 5100    TX 7021
        TX 8761    TX 52825
        WA 281     W 5169

11.   1,1,1-Trichloroethane
        AL 108
        CA 29491
        FL 34690
        IL 1767
        KY 2119
        KY 3514
        KY 3701
        MD 981
        NJ 787
        PA 11100
        TX 52825
        WV 116
             AL 3247
             FL 2593
             IA 191
             IL 1830
             KY 3484
             KY 3603
             MD 345
             MO 2411
             NJ 5100
             RI 1139
             WA 281
Hexadhloroethane
  AL 108     AL 3247
  EL 2593
  IL 1767
  KY 3514
  KY 3701
        NJ 5100
IA 191
KY 2119
KY 3603
MD 345
TX 52825
13.   1,1-Dichloroethane
        AL 108
        CA 29491
        FL 34690
        IL 1767
        KY 3484
        KY 3603
        MD 345
        NJ 787
        WA 281
             AL 3247
             FL 2593
             IA 191
             KY 2119
             KY 3514
             KY 3701
             MO 2411
             TX 52825
14.    1,1,2-Trichloroethane
        AL 108
        CO 36897
        IA 191
        KY 2119
        KY 3603
        MD 345
        NJ 5100
        WA 281
            AL 3247
            FL 2593
            IL 1767
            KY 3484
            KY 3701
            NJ 787
            TX 52825
15,

16.








17.
18.

19.
20.
21.




22.
23.











24.




1 , 1 , 2 , 2-TetracMoroethane
KY 3484
Chloroethane
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 K¥ 3514
:.... KY'3603 KY 3701
MD 345 MO 2411
NJ 5100 TX 52825
WA 281 •
Bis(chlororaethy:L) Ether
Bis(2-chloroethyl) Ether
KY 2119
2-Chloroetlriyl Vinyl Ether
2-ChloronaphthaJ.ene
2,4, 6-Tric:hloroj3henol
AL 2801 GA 1201
MS 191 MS 213
MS 2941 MS 31704
-, VIA 281 ' '
Parachloroitieta C^esol
Chloroform
" AL 108 AL 3247
CO 36897 FL 2593
IA 191 IL 1767
KY 2119 KL' 3484
KY 3514 Kif 3603
K£ 3701 MD 345
MD 1155 MS 213
MS 31704 , NJ 787
NJ 5100 PA 8419
PR 23451 TX 7439
TX 52825 WA 281
2-Chlorophenol
AL 108 AL 3247
CO 32158 FL 2593
IA 191 IL 1767
KY 2119 KY 3484

-------
                            Priority Pollutant Index
 24.
 25.
 to
 27.

 25.
 26.
2H3ilorophenol (Continued)
 -KY 3514    KY 3701
  MD 345     NJ 5100
  NT 41206   TX 52825
  WA 281     ;

Dichlorobenzene (not
,  specified)


1,2-Dicnloroibenzene
  AL 108     AL 3247
  CA 29491   FL 2593
  IA 191     IL 1767
  KY 2119    KY 3484
  KY 3514    KY 3603
  KY 3701    .MD 345
  NJ 4120    NJ 5100
  TX 52825
1,3-Dichlorobenzene
  AL 108     AL 3247
  FL 2593
  IL 1767
  KY 3484
  Kf 3603
         MD..345
         TX 52825
IA 191
KY 2119
KY 3514
KY 3701
NJ 4120
27.'  1,4-Dic±Llorobenzene
         AL 108
         FL 2593
         IL 1767
         KY 3484
         KY 3603
         MD 345
         NJ ,4120
             AL 3247
             IA 191
             KY 2119
             KY 3514
             KY 3701
             NJ 787'
             TX 52825
 28.   3,3'-Dichloraibenzidine

 29.   1,1-Dichloroethylene
         AL 108     AL 3247
         CA 29491   FL 2593
         FL 34690   IA 191
         IL 1767    KY 2119
         KY 3484    KY 3514
         KY 3603    KY 3701
                                      29.    1,1-Dichloroethylene (Continued)
                                             MD 345     MO 2411
                                              OH 6327   -PA 11371
                                              TX 52825   WA 281

                                      30.    1,2-Trans-pichlproethylene
                                             .31.
                                             32.
                                      33.
                         34.
                                              AL 108
                                              FL 2593
                                              IA 191
                                              KY 3484
                                              KY 3603
                                              MO 2411
                                              NJ 4120
                                            AL 3247
                                            FL 34690
                                            IL 1767
                                            KY 3514
                                            MD-345 3
                                           ; NE 69
                                            TX 52825
                                            2,4-Dichlordphenol
                                              AL 108     AL 3247
                                              IA 191     IL 1767
                                              KY 3484    KY 3514
                                              KY 3701    MD 345
                                              TX 52825   ;WA 281
                                            1,2-DicMoropropane
                                              AL 108     AL 3247;
                                                         IL 1767
                                                         KY 3484
                                                         KY 3603
                                                         MD 345
J.A 191
KY 2119
K^ 3514
KY 3701
TX 52825
                               1,2-Dichloropropylene
                                 FL 2593    KY 3514
                                 MD 345
                                            2,4-pirtvethylphenol
                                              AL 3247    IA 191
                                              FL 2593
                                              KY 2119
                                              KY 3514
                                              KY 3701
                                              NJ 5100
                                             'WA 281
                                            IL 1767
                                            KY 3484
                                            KY 3603
                                            MD 345
                                            TX 52825
                                      35.    2,4-Dinitrbtoluene
                                              AL 108
                                              FL 2593
                                              IL 1767
                                              KY 3701
                                              NJ 5100
                                            'AL 3247
                                            IA 191 ;
                                            KY 2119
                                            MD 345
                                            TX 52825

-------
                            Priority Pollutant Index
36.   2,6-Dinitrotoluene






37.
38.












39.







AL 108 AL 3247
EL 2593 IA 191
IL 1767 XX 2119
KY 3484 KY 3514
KY 3701 MD 345
NJ 5100 TX 52825
1 , 2-Diphenylhydrazine
Ethylbenzene
AL 108 AL 3247
EL 2593 EL 34690
IA 191 IL 1350
KY 2119 KY 3484
KY 3514 KY 3603
KY 3701 IA 3905
LA 29963 MA 442
MD 345 NJ 4120
NJ 4286 SC 2798
IN 442 IX 3948
TX 5576 1X52825
WA 281 W 787
Fluoranthene
AL 108 AL 302
AL 3247 EL 2593
IA 191 IL 1767
KY 2119 KY 3484
KY 3514 KY 3603
KY 3701 MD 345
TX 52825
40.

41.

42.
43.
      4-Chloropihenyl Phenyl Ether

      4-Bromophenyl Hienyl Ether

      Bis(2-chloroisopropyl) Ether
        AL 108
        EL 2593
        KY 2119
        KY 3514
        KY 3701
        TX 52825
                   AL 3247
                   IA 191
                   KY 3484
                   KY 3603
                   MD 345
      Bis(2-chloroisqpropyl) Methane
        NJ 4120    TX 52825
                                              44.   Methylene Chloride
AL 108
AL 54704
EL 2593
IA 191
KY 2119
KY 3514
KY 3701
NJ 5100
PR 23451
TX 7439
VIA 281
AL 3247
CO 36897
EL 34690
IL 1767
KY 3484
KY 3603
MD 345
PA 8419
TX 2933
TX 52825
W 4405
45.   Methyl Chloride
        AL-108     AL 3247
        EL 2593    IA 191
        JJL 1767    KY 2119
        KY 3484    KY 3514
        KY 3603    KY 3701
      .  MD 345     NJ 5100
        •PA'8419         r

45.   Methyl Chloride (Continued)
        PA 11371   TX 7439
        TX 52825   WA 281

46.   Methyl Bromide
        PA 1137    WA 281

47.   Broxnoform (Tribrononetnane)
        KY 3603    PA 11371    '

48.   Dichlorobrcanan^thane
      .  KY 3603    PA 11371
        TX 7439    WA 281

49.  Trichlorofluprcansithane
        KY 3603

50.   Dichlorodifluoramethane

51.   CMorodibixirocmethane
        KY 3603    PA 11371

52.   Hexadhlorobutadiene
        AL 108     AL 3247
        EL 2593    IA 191
        IL 1767    KY 2119

-------
                           Priority Pollutant Index
52.   Hexachlorobutadiene
      (Continued)
        KY 3484    KY 3514
        KY 3603    KY 3701
       ;MD 345     TX 52825
53.
54.

55.









Hexachlorocy
-. • • -..
isophorone
,NJ 5100
Naphthalene
AK 23248
AL 302
FL 2593
TL 1767
KY 3484
JOT 3603
MD 345 :
NJ 4120
--•'TX 52825
clopenta<

WA 281

AL 108
AL 3247
IA 191
KY 2119
KY 3514
KY 3701
MD 981
;NJ 5100

56.
57.
58.
Nitrobenzene
  AL 108
  FL 2593
  IL 1767
  KY 3484:
  KY 3603
  MD 345
  NJ 5100
                   AL 3247
                   IA 191
                   KY 2119
                   KY 3514
                   KY 3701
                   NJ 4120
                   TX 52825
2-Nitrophenol
  AL 108     AL 3247
  FL 2593
  IL 1767
"TRY 3484
  KY 3603
  MD 345
        TX 52825
        W 5169
IA 191
KY 2119
KY 3514
KY 3701
NJ 5100
WA 281
4-Nitrophenol
  AL 108     AL 3247
  FL 2593    IA 191
  IL 1767    KY 2119
  KY 3484    KY 3514
  KY 3603    KY 3701
  NJ 5100 , :  TX 52825
                                       59.
                                             60.
                                             61.
                                            62.
                         63.
                         64.
                                            65.
                                2,4^Dinitrophenol
                                  AL 108     AL 3247
                                  FL 2593
                                ' ,IL 1767
                                  KY 3484
                                  KY 3603
                                                     NJ 5100
                                                          IA 191
                                                          KY 2119
                                                          KY 3514
                                                          KY 3701
                                                          TX 52825
                                             4,6-Dinitro-o-Gresol
                                              AL 108    AL:3247
                                              AR 37770  FL 2593
                                              IA 191
                                              KY 2119
                                              KY 3514
                                                    KY 3701
                                                    NJ 5100
                                             IL 1767
                                             KY 3484
                                             KY 3603
                                             MD 345 '
                                             TX 52825
N-nitrosodimethylamine   '
  CA 4111    IN 2861

N-nitrosbdiphenylarnine "'.
  IN 2861    ,   ':.;•'       '

N-Mtrosodi-n-propylamine
  IN 2861

Pentacnlorqphenol
  AL 2801    CA. 1201 •
  MS 191 -......• MS 2941    !
  NJ 5100    WA 281
  WY 32590
Phenol
  AL 108
  AR 36554
  GA 4111
  FL 2593
  IL 1350
  IL' 4219
  KY 3484
  KY 3603
  IA 29963
  MA 442
  NJ 4286
  NJ 5100
  NJ 30406
  PA 12637
  PR 23451
AL 3247
AR 37770
CA 5134
IA 191
IL 1767
KY 2119
;KY 3514
KY 3701 ;
LA 54828
MD 345
NJ 4391
NJ 5240
OR 2021857
PR 23329
SC 1490

-------
                           Priority Pollutant Index
65.
66.
to
71.
67.
68,
69,
70.
      Hienol (Continued)
        SC 2798    SC 3255
        SC 3441    TN 442
        IN 2330    IX 2933
        TX 3654    TX 3948
        TX 4227    TX 6271
        IX 52825   WA 281
        WV 787     WV 1261
        WV 4266    WV 5169
        WY 32590

      Ehthalate Esters  (not
      specified)
66.   Bis(2-ethylhexyl) Ehthalate
        AL 108
        FL 2593
        IL 1350
        KY 2119
        KY 3514
        KY 3701
        NJ 4286
        NJ 5100
        OH 6327
        IN 442
        WA 281
                   AL 3247
                   IA 191
                   IL 1767
                   KY 3484
                   KY 3603
                   MD 345
                   NJ 4391
                   NY 7048
                   SC 2798
                   TX 52825
      Butyl Benzyl Ehthalate
        NJ 5100
      Di-n-butyl Ehthalate
        AL 108     AL 3247
        PL 2593
        KY 2119
        KY 3514
        KY 3701
        WA 281
                   IL 1767
                   KY 3484
                   KY 3603
                   MD 345
                   IX 52825
      Di-n-octyl Ehthalate
        NT 5100

      Diethyl Ehthalate
        AL 108     AL 3247
        FL 2593    IA 191
        IL 1767    KY 2119
        KY 3484    KY 3514
                                              70.
                                               71.
                                              72.
                                              73.
                                              74.
                                              75.
                                              76.
Diethyl Ehthalabe (Continued)
   KY 3603    KiT 3701
   MD 345     TX 52825
   WA 281         .,   •

 Dimethyl Hithalate
   AL 108     AL 3247
   FL 2593    IA 191
   IL 1767    KY 2119
   KY 3484    KY 3514
   KY 3603    KY 3701
   MD 345     TX 52825
   WA 281

 1,2-Ben2ahthra(3ene
   FL 2593    MID 345

 Benzo(a)pyrene
 (3,4-Benzopyrene)
                                                      AL 108
                                                      FL 2593
                                                      IL 1767
                                                      KY 3484
                                                      KY 3603
                                                      NY 1732
                                                      MD 2429
                                                      OR 1708
                                                      WA 299
                                                      WA 680
                                                      WV 779
             AIL 3247
             IA 191
             KY 2119
             KY 3514
             ICY 3701
             MD 345
             OR 60
             TX 52825
             WA 540
             WA 931
3,4-Benzofluoranthene
  AL 108     AL 3247
  FL 2593
  IL 1767
  KY 3484
  KY 3603
                                                      MD 345
IA 191
KY 2119
KY 3514
KY 3701
TX 52825
                                                    11,12-Benzofluoranthene
                                                      MD 345
                                                    Chrysene
                                                     AL 108
                                                     FL 2593
                                                     IL 1767
                                                     KY 3484
                                                     KY 3603
                                                     MD 345
             AL 3247
             IA 191
             KY 2119
             KY 3514
             KY 3701
             TX 52825

-------
                           Priority- Pollutant Index
77.
78.
AQeraphthylene
  AL 108     AL 3247
  FL 2593
  IL 1767
  KY 3484
  KY 3603
•-.••.'•MD 345
  WA 281
                   IA 191
                   KY 2119
                   KY 3514
                   KY 3701
                   TX 52825
 Anthracene
   AL 108;
   FL 2593
   IL 1767
  • KY 3484 V
   KY 3603
   MD 345
   TX 52825
                   AL 3247
                   IA 191
                   KY 2119
                   KY 3514
                   KY 3701
                   NJ 5100
79. 1, 12-Benzoperylene
80. Fluorene
AL 108
FL 2593
: IL 1767
KY 2119
. KY 3514
MD 345
TX 52825

AL 3247
IA 191
KY 370
KY 3484
KY 3603
NJ ,5100
VIA 281
81.   Phenanthrene
        AL 108     AL(3247
        FL 2593    IA 191
        IL 1767    KY 2119.
        KY 3484   .KY 3514
        KY 3603—  KY 3701
        MD 345     NJ 5100
        TX 52825   WA 281
82.
83.
84.
1,2,5, 6-Dibenzanthracene
Indeno(l,2,
Pyrene
,AL 108
. FL 2593
IL 1767
KY 3484
, 3-cd) gyrerie '„,;.
AL 3247
IA 191
KY 2119
KY 3514 '.,-.
                                              84.
                                             85.
                                              86.
                                              87.
Pyrene  (Continued)
  KY 3603    KY 3701
  MD 345     NJ 5100
  TX 52825  /    " :

Tetradhloroethylene
  AL 108     AL 3247
  CA 29491   CO 36897
  FL 2593    IA 191
  IL 1767    KY 2119
  KY 3484    KY 3514
  KY 3603    'KY 3701
  MD 345     MD 981
-i'- NE "60     NJ 787
.  NJ 4120    NJ 5100
  PA 11100   , SC 37826
  TX 52825
Toluene,
AL 108
CO 36897
FL 34690
IL 1767
KY 3484
KY 3603
MD 345.
-NJ 4120 •:
NY, 345
SC ,4286
TX 3948
7 TX 6271
TX 8761
WA 281
WV 787

AL 3247
FL 2593
IA 191
KY.2119
KY 3514
KY 3701
NE 60
NJ'5100
NY 7048 ;
TX 3531
TX 4227
TX 7021
TX 52825
WV 116
WV 5169
                                               Trichloroethylene
                                                 AL 108     AL 3247
                                                 CA 29491   CO 36897
                                                 FL 2593 :   FL 34690
                                                 IA 191     IL 1767
                                                 IL 2267    KY 2119
                                                 KY 3484    KY 3514
                                                 KY 3603 r  KY.3701,
                                                 MD 345     MD 1155
                                                 MO 2411    NE 60
                                                 NE 1210    NJ 4120

-------
Priority Pollutant Index
87.




88.











89.

90.
91.

92.

93.

94.

95.
to
96.

95.

96.

97.
98.

99.

100.

101.
Trichloroethylene (Continued)
NJ 5100 NY 1228
PA 11100 PA 11371
SC 2780 TX 5576
TX 52825 WA 281
Vinyl Chloride
(Chloroethylene)
AL 108 AL 3247
FL 2593 FL 34690
IA 191 IL 1767
KY 2119 KY 3484
KY 3514 KY 3603
KY 3701 MD 345
MD 2411 NT 4286
NJ 4391 PA 8419
TN 442 TX 52825

Aldrin

Dieldrin
Chlordane

4,4'-DDr

4, 4 '-DDE (p,p'-DDX)

4,4'-DDD (p,p'-TDE)

Endosulfan (not specified)



a-Endosulfan-Alpha

b-Endosulfan-Beta

Endosulfan Sulfate
Endrin

Endrin Aldehyde
'
Heptachlor

Heptachlor Epoxide
102.
to
105.

102.
103.

104.

105.


106.
to
112.





106.


107.

108.

109.

110.
.
•
111.
. .
112.

113.

,114.






Hexadhlorocyclohexane
(not specified)

. .
a-BHC-Alpha
b-BHC-Beta

r— BHC-Garama (Lindane)

g-BHC-Delta
NY 574

PCB's (not specified)
AR 1147 IL 2267
Ilk 33863 ; IN 3573
LA 3191 LA 5851
M3 4863 MS 2925
NJ 5240 NY 574 .
OK 2429 OK 34321
TX 3573
PCB-1242 (Arochlor 1242)
NY 1732 NY 7048

PCB-1254 (Arochlor 1254)

PCB-1221 (Arochlor 1221)

PCB-1232 (Aroclilor ,1232)

PCB-1248 (Aroclilor 1248)

PCB-1260 (Aroclilor 1260)
-'*>/ " • '
PCB-1016 (Aroclilor 1016)

Toxaphene
MS 27995 *
; - Antimony, Total
IA 4464 MID 1261
MD 2429 MS 2232
NH 469 NJ 4006 ,
NJ 5240 " •; f OR 60
OR 1708 PA 11371

          10

-------
                            Priority Pollutant Index
114.   Antimony, Total  (Continued)
         SC 40517   V& 299   :^
         WA 540    .. WA 680 ,
        , WI 1309    WI 54500
         WV 779
115.   Arsenic, Total
116.
117.
118.
  , CA 4111
   CA 81787
   ID 26468
   MO 281
   MT 26336
   NJ 5100
   NY 345
   PA 11100
   PR 21407
   PR 23451
   SC 40517
   WY 32590

 Asbestos
-.,  CA 4464.
   MA 103128
                    CA
                    FL
                    IA
                    MD
                    NJ
                    NJ
                    PA
                    PA
                    PR.
                    SC
                    TX
5134
37923
4464
1121
4006
5240
5444
11371
23329
3441
7439
                    LA 54828
                    NY 574
 Beryllium, Total
   NJ 4006 :i  NJ 5240
   NY 574 :    PA 11100
   PA 11371   WI 1309
,   WI 54500 '      .::

 Cadmium, Total (also see
 Cadmium, Dissolved,  in
.General Pollutant Index)
   AK 35165   AK 38652
   AK 43206   AL 54704
   CA 5134    CA 6165
   CO 248     GO 591
   CT 1457V   GA 26735
   ID 167     ID 25259
   ID 26468   IL 1350
   IL 1414    IL 1724
   IL 2356    IL 33863
   KY 3778    KY 73237
   MA 1414    MA 3361
   MD 1155    MD 1252
   MD 1279    ME 1406
                                        118.
                                              119.
                              Cadmium, Total (also see
                              Cadmium, Dissolved, in
                              General Pollutant Index)
                              (Index) (Continued)
MO 281
MO 1881
MS 671
NE 19  :;
NE 1210;.
NH 21148
NJ 4286
NJ.5240
OR 1589
PA 10987
PA 11371
PA 44920
PR 23329
SC 1473
SC 2798
SC 40517
TN 1899
UT 531
*WA 5215  ;
WA 25721
WI 2810'
                                                            MO 1121
                                                            MT 26336
                                                            NC 4260
 NH 1341
 NJ 4006
 NJ 5100
 NY 1228
 PA 9202
 PA 11100
•m 11894
 PR 21407
 PR 23451
 SC 2780
 SC 4286
 TN 442
 TX 55107
 VA 3697
 WA 281  -
 WI 1309
 WI 54500
                              Chromium, Total (also see
                              Chromium, Dissolved, in
                              General Pollutant Index)
                                AK 841
                                AL 108
                                AL 3247,
                                AR 680
                                KR: 36554
                                CA 5134
                                CA 55115
                                CO 1121;
                                CT-'515 -.-.
                                CTr:1457..-,.'
                                DE 51
                                FL 2593 v
                                GA 507  :.
                                GA 2071
                                GA 3778
                                GA 4332
                                GA 26735
           AL 302
           AL-2666
           :AL 26328
           AR 1449
           CA 5096
           CA 6165
           CA 81787
           CO 1147
           CT 1007
           CT 1708
          ^FL 1040
                                                                  GA 1791
                                                                  GA 3646
                                                                  GA 4120
                                                                  GA 24104
                                                                  IA 191 ':
                                      11

-------
                            Priority Pollutant Index
119.   Qiroxnium, Total (also see
       Chromium, Dissolved, in
       General Pollutant Index)
       (Continued)
         IA 3522    IL 1244
         IL 1350    IL 1414
         IL 1724    IL 1767
         IL 1830    IL 2356
         IL 4219    IL 33863
         IN 108     IN 205
         IN 639     IN 655
         IN 1929    IN 2666
         IN 45284   K.T 1431
         KY 2119    KY 3514
         BY 3603    KZ 3701
         Kf 3778    KZ 73237
         IA 892     IA 2771
         IA 3115    IA 3824
         IA 3905    IA 5479
         IA 51942   IA 51993
         IA 54828   MA 1414
         MA 3077    MA 3361
         MD 311     MD 981
         MD 1155    MD 1252
         MD 1261    MD 54321
         ME 1406    ME 22985
         MO 4782    MO 93521
         MS 574     MS 671
         MS 1970    MS 2232
         MS 2925    MT 447
         NC 3522    NC 4243
         NC 4260    NC 4952
         NC 23710   NC 24350
         NC 58297   ND 248
         NE 19      NE 60
         NE 507     NE 647
         NE 1210    NH 396
         NH 1023    NH 1279
         NH 1341    NH 21229
         NJ 540     NJ 957
         NT 2640    NT 2666
         NJ 3166    NJ 3867
         NJ 4286    NJ 5100
         NJ 5240    NJ 29327
         NY 1228    OH 493
119.   Chromium,  Total (also see
.-•'.."" Chromium,  Dissolved,  in
       General Pollutant Index)
    >   (Continued)
         OH 523     OH 965
         OH 5142     OH 6327
         OR 1589     OR 1597
         OR 30589   PA 8800
         PA 9202     PA 10987
         PA lllOO   PA 11371
         PA 12637   PA 44920
         PR 21407   PR 23329
         PR 23451   RI 1139
         SC 1368     SC 1473
         SC 1872     SC 2151
         SC 2453     SC 2798
         SC 2780     SC 3255
         SC 3441     SC 4286
         SC 24554   SC 40517
         TN 264      TN 442
         TN 1465     TN 1899
         TN 2330     TN 2640
         TX 2933     TX 3531
         TX 3948     TX 6271
         TX 7862     TX 9105
         TX 52825   UI' 507
    \ .  UT 531      VA 2160
         VA 3051     VA 3697
         VA 4677     VA 5215
         VA 5291     WA 230
         WA 281      WA. 299
         WA 2062    WI  1309
    <;-'   WI 54500   WI  43583
         WV 779     WV 1261
         WV 1805    WV  4266
      , ,WY 442

120.  Copper, Total (also see
      Copper, Dissolved, in
      General Pollutant Index)
        AK 35165   AK 38652
        AK 43206   AL 108
        AL 302     AL 2666
        AL 3247    AL 29378
        AL 54704   AR 1147
        AR 1449    CA 4111
        CA 5134    CA 6165
        CA 81787   CO 248
                                      12

-------
                            Priority Pollutant Index
120.   Copper, Total (also see
       Copper, Dissolved, in
       General Pollutant Index)
       (Continued)
         CO 591     CO 1121
         CO 32158   CO 35394
     .    CT 1007    CT 1457
         CT 1708    CT 2101
         CT 2437    CT 3671
         FL 2593    FL 37869
         GA 26735   IA 191
         ID 167     ID 26468
         /IL 744  ;   IL 1350
         IL 1414 .   IL 1724
         IL.1767    IL 2356
       ;  IL 33863   IN 116
      ,   IN 655  V  IN 3573
         ,Kf 2119    K5f 3484
         Kf 3514    -KZ 3603
         K¥ 3701    KY 3778
         K¥ 3786    IA 761
      " •-LA-3191    IA 5851
         IA 49492   IA 54828
       ,  MA 1414    MA 1554
         MA 1571    MA 2151 ,
         MA 3077    MA 3361
         MA 4600    MA 26646
         MA 26735   MD 94
         MD 311     MD 1155,
      A  MD 1252    MD 1261   ,
        - MD 54321   ME 1406
         ME 22985   MO 281
         MO 1121 .   MO 1881
         MO 4782    MS 167
      ,   MS 2925    MS 5671
         MS 28358   MT 26336
         NC 4260    NC 4952
      '   ND 370     NE 19
         NE 507     NE 647
         NH 1023    NHV1341
         NH 21148   NJ 540
         NJ 2640    NJ 2666
         NJ 3166    NJ 3867
         NJ 4006    NJ 4120  ,
         NT 4286    NJ 5240
120.
121.
 Copper, Total  (also see
 Copper, Dissolved, in General
 Pollutant Index)  (Continued)
  . NJ 29327  ,NY 345
  NY 1732   OH 523
  OH 965     'OH 5142
  OH 9261   OR 1589
  OR 1597   PA 5444  .
  PA 9202   PA 9300
  PA 10987  PA 11100
  PA ll371  PA 11894
 ; PA 44920  PR 21407
  PR 23329  PR 23451
  RI 1139   SC 1473
";•:. SC 1872   SC 2780    ,
  SC 2798   SC 3255
  SC 3441   SC 4286
  SC 40517  TN 442
  TN 1899   TN 2640
  TX 86    ..; TX 8907
  TX 52825  UT 531
  VK 3697   VA 4804
  VA 5215   ,WA 281
  WA 25721  WA 30899
  WA 37265  WI 1309
  WI 2810   WI 43583
  WI 54500  WY 3115
  ;WY 32590

 Cyanide,  Total (also see
 Cyanide,  Amenable to
 Chlorinatioh,  and Free
 Cyanide,  in General
 Pollutant Index)
  AL 108    AL 302
  AL 1597   AL 3247
  AL 55239  AR 1449
   CA 4111   CA 5134
   CO ,248    - CO 591
   CO 32158   CT 1708
   CT 2437    CT 3671       :
   FL 2593    GA 124
   GA 507     GA 1619
 ••:. GA 26735   IA 191
   IL 1350    IL 1414
   IL 1724    IL 1767
   IL2861    IL 3140
                                       13

-------
                            Priority Pollutant Index
121.   Cyanide, Total  (also see
       Cyanide, Amenable to
       Chlorination, and Free
       Cyanide, in General
       Pollutant Index)
       (Continued)
         IL 24074   IL 33863
         IN 205     IN 655
         IN 2861    KY 3484
         KY 3603    KY 3514
         KY 3603    KY 3701
         KY 3778    KY 73237
         IA 3905    IA 5487
         IA 54828   MA 1414
         MA 1554    MA 1571
         MA 2151    MA 3361
         MA 4600    MA 26646
         MA 26735   MD 1155
         MO 370     MO 93521
         MT 26336   NE 19
         NE 647     NE 701
         NH 1341    NH 21148
         NH 21229   NJ 3867
         NJ 4286    NJ 4391
         NJ 30406   NY 1732
         OR 60      PA 8419
         PA 10987   PA 11371
         PA 44920   PR 21407
         PR 23451   SC 1473
         SC 1872    SC 2780
         SC 2798    SC 4286
         SD 299     IN 264
         IN 442     IN 1473
         IN 1899    IX 7439
         TX 52825   TX 91855
         UT 531     VA 2160
         VA 5215    VZA 281
         VZA 299     VJA 931
         WI 1309    WI 54500
         WV 779     WV 4586
         W 5533

122.   Lead,  Total (also see Lead,
       Dissolved,  in General
       Pollutant Index)
         AK 35165   AK 38652
         AK 43206   AL 108
122.   lead,  Total (also see Lsa'd,
       Dissolved,  in General
       Pollutant Index)  (Continued)
         AL 3247    AL 29378
         AL 54704    AL 55239
         AR 1449    CA 5134
        ,CA 6165    CO 248
         CO 591     CO 35394
         CT 1457    DE 51
         FL 2593    FL 2771
        •FL 37923    GA 26735
         IA 191     ID 167
         ID 25259    ID 26468
         IL 1350    IL 1414
         IL 1724    IL 1767
         IL 2691    IL 3794
         IL 33863    IN 205
         IN 655     IN 1929
         J.N 3573    KY 2119
         KY 3484    KY 3514
         KY 3603   ;KY 3701
      .   KY 3778    KY 3786
         KY 73237    IA 4464
         IA, 54828    MA 1414
       ,-,MA 1554    MA 4600
         MA 26735    MD 1155
     •    MD 1252    ME 1406
         ME 22985    MO 281
         MO 1121    MO 1881
         MT 26336    NC 4260
         NE 19       NE 507
       ,  NE 647     NE 1210
         NE 26565    NH ,1341
         NH 21148    NJ 3166
         NJ 4006    NJ 4120
         NJ 4286    NT 5240
         NJ 30406    NY 1228
         OH 493     OH 965 '
         OH 3051    OH 5142
         OK 1643:    OR 1589
         OR 1597    PA 5444
         PA 9202    PA 10987
         PA 11100    PA 11371
         PA 11894    PA 44920
        PR 21407    PR 23329
                                      14

-------
                            Priority Pollutant Index
122.   Lead, Total  (also see lead,
       Dissolved, in General
       •Pollutant Index)
       (Continued)
         PR 23451   SC 914
         SC 1473    SC 1856
         SC 1872    SC 2780
         SC 2798    SC 4286
         SC 40517   TN 442
         IN, 1473   ;TN 1899     .
         TN 27715   TX 8761 .
       :  IX,8907    TX 52825
         ITT 531   "  VA 4804
         VA 5215    'WA 281  . '  ."
         WA 30899   WA 37265
       "  WI 1309    WI 2810
         WI 5450Q   WV 23281

 123.  Mercury, Total
•"..      , AK 43206  , AK 35165
         AK 38652   AL 213
         CA 5134    CO 591
    '     CO 35394   FL 37869
     ,    ID 2167    ID 25259
         ID 26468   IL 2691
         IL 3140  „ k¥ 3484   ;
         Kf 3603    ;IA 761
         LA 54828'  ME 639
         MO 1881    MT 26336    ,
        , NJ 4006 ...  NT 4120
       ,  NJ 5100    NJ 5240
         PA 5444    . PR 21407
         PR 23329   PR,,23451
         SC 40517   TN 2461
         TN27677   VA 5215
         WA 281 •.  . WA 1091
         WV 787     WV ,4405
  124.  Nickel, Total
         AL 108
         AL 2666
         AL 54704
         CA 5134
         CT 1457
         CT 3671
         FL 2593
AL 213
AL_3247
AR 1449
CT 1007
CT 2101
DE 51
GA 26735
                         124.   Nickel, Total  (Continued)
GA 3646
IL 1414
ZL 33863
IN 1724
K¥ 2119
K^ 3514
M 3701
..•KIT 73237
IA 2771
MA 1414 •
MA 1571
MA;3361
MA 26646
MD 311
MD 1155
MD 2429
ME 22985
NC 4260
NE 507
NE 1210
NH 21148
NJ 4006
NJ 4952
NJ 5240
OH 493'
OR 60
OR 1597
PA 5444
PA 10987
PA 11371
RI 1139
SC 1848
SC 2780
SC 4286
SC 24554
TN 1473
TN 27715
TX 52825
UT 531
WA 299 ,
WA 680
WA 30899
WI 1309
WV 779
IA 191
IL 1767
IN 655
IN 1929
KZ 3484
KY 3603
KY 3778
IA 761
LA 54828
MA 1554
MA 2151
"MA: 4600
MA 26735
MD 981
'MD 1252
ME 1406
MS 671
NE 19
NE 647 ,
NH 1341
NJ 3867
NJ 4120
NJ 5100
NJ 30400
OH 965
•'.; OR 1589
""OR 1708
PA 9202
PA '11100
PA 44920
SC 1473
SC 1872
SC 3255
SC 40517
' ; TN 1465 /
; TN 1899
TX 8907
TX 77593
VA 5215
" WA 540
WA 931
WA 37265
WI 54500
WV 2542
                                      15

-------
                           Priority Pollutant Index
125.  Selenium, Total
126.
CA 134
KY 3603
NJ 3867
NT 5100
NY 574
PA 11371
PR 23329
TN 2411
IN 108
MD 1279
NJ 4006
NJ 5240
NY 7269
PR 21407
PR 23451
TX 86
Silver, Total
AL 2666
CA 5134
CT 1708
FL 37869
IL 128
XL 1724
KY 3778
MA 1414
MA 4600
MA 26735
ME 1406
NC 4260
NE 647
NH 1341
NV 72061
PA 10987
PA 11371
ER 21407
SC 1473
SC 2780
TN 1473
UT 531
WI 54500
CA 4111
00 32158
CT 3437
GA 26735
IL 1414
IN 655
KY 73237
MA 1554
MA 26646
MD 1155
MS 671
NE 19
NE 1210
NT 5240
OH 5142
PA 11100
PA 44920
PR 23451
SC 1872
SC 4286
TN 1899
WI 1309

127.  Thallium, Total
        NJ 4006    NJ 5240
        PA 11371   WI 3620

128.  Zinc, Total (also see Zinc,
      Dissolved, in General
      Pollutant Index)
        AK 35165   AK 38652
        AK 43206   AL 108
        AL 302     AL 2666
        AL 3247    AL 29378
        AL 54704   AL 55239
128.   Zinc, Total (also see Zinc,
       Dissolved, in General
       Pollutant Index)  (Continued)
AR 1449
CA 5096 ,
CA 6165
CO 591
CO 32158
CT 515
CT 1457
CT 2101
CT 3671
FL 2593
FL 37923
GA 507
GA 4120
IA 191
ID 25259
IL 1414
IL 1767
IL 2691
IL 33863
IN 639
IN 3573
KY 2119
KY 3514
KY 3701
KY 3786
LA 60
IA 3280
IA 5479
MA 1414
MA 1571
MA 3361
MA 26735.
MD 1252
MD 1279
ME 22985
MO 1121
MO 93521
MS 1970
MT 26336
NC 4952
NE 19
AR 4304
CA 5134
CO 248
CO 1121
. CO 35394
CT 1007
CT 1708
". CT 2437
FL 1040
FL 2771
..GA 124
1 GA 2071
GA 26735
ID 167
ID 26468
IL 1724
IL 1830
IL 3794
;. IN 205
IN 655
KY 1431
KY 3484
KY 3603
KY 3778
KY 73237
IA 892
IA 4464
IA 54828
MA 1554
MA 2151
MA 26646
MD 1155
MD 1261
ME 1406
MO 281
MO 1881
MS 671
MS 2925
NC 4260
NC 58297
NE 60
                                     16

-------
                            Priority .Pollutant Index
12?.   Zinc, Total (also see Zinc,
       Dissolved, in General /
       Pollutant Index)     ,
       (Continued)
NE 507
NE 1210
NH 469
NH 1341
NT 540
NJ 2640
NJ 3867
NJ 4120
NJ 5100
NJ 29327
NM 28100
NY 574
NY 1732
OH 523
OH 3051
OK 1643
OR 1597
PA 10987
PA 11371
•PA 44920
PR 23329
RI 1139
SC 1856
SC 2780
SC 3441
,SC 24554
SC 40517
TN 264
TN 1899
TN 2640
TN 27715
TX 3948
TX 5576
TX 8761
TX 52825
TX 94498
VA 2160
VA 4677
VA 5291
WA 230
WA 2062
WA 30899
NE 647
NE 26565
NH 1023
NH 21148
NJ 957
NJ 2666
NJ 4006
NJ 4952
NJ 5240
NJ 30406
NY 345
NY 1228
OH 493
OH 965
OH 5142
OR 1589
PA 9202
PA 11100
PA 11894
PR 21407
PR 23451
SC 1473
SC 1872
SC 3255
SC 4286
SC 37826
SD 299
TN 1473
TN 2411
•, TN 3425
TX 3531
TX 483,9
TX 7021
TX 9105
TX 55107
UT 531
, "VA 3654
VA 5215
WA 281
WA 299
WA 25721
WI 1309
128.
Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index)
(Continued)
             WI 54500
             WV 787
             WV 2542
             WV 25950
                                                        WI 43583
                                                        WV 779
                                                        WV 1805
                                                        WV 23281
                                                        WY 32590
                                                129.
       2,3,7,S-Tetrachlorpdibehzo-
       p-Dioxin (TCDD)
                                     17

-------

-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
       GENERAL POLLUTANT INDEX
             -Fart G.-.
Algaecides
NJ

540

(also see Slimicides)








Aluminum, Dissolved , .
AL

2801

SD

299





Aluminum, Ionic •






Aluminum, Total
, AL
FL
IL
MA
MD
ME
NH
OH
PA
SC
'WA
WA
WV

302
37869
1724
3077
2429
22985
1341
965
5444
2780
540
25721
2339

AR
GA
KY
MA
ME
MO
NH
OR
PA
TN
WA
WI
WV

582
124 '
3786
26735
1406
93521
21229
60
9202
264
680
1309
5533

CT
GA
MA
MD
'ME
NH
NJ
OR
PA
WA
WA
WV


1007
507
1414 -
1155
2861
1023
5240
1708
11371
299
931
779


Ammonia Series
-Ammonia Nitrogen (NH^
AK
AL
CA
CO
CT
GA
HI
IA
IL
IL
IL
IN
IN
KY
LA
LA
LA
LA
MD
MS
841
3891
5096
32158
515
2160
3522
3387
1350
2861
4219
205 -.-.,
2861
3701
3115
3522
4464
59846
3247
574
AL
AL
CA
CO
FL
GA
HI
IA
IL
IL
IL
J.N
IN
KY
LA
IA
LA
MD
MO
MS
1597
55239
5134
41351
37923
2356
21059 -
3620
1767
3140
24074
329
3581
64645
3280
3689
51942
311
370
1783
as N)
AL
AR
CO
CO
GA
GA
IA
IL
IL
IL
IN
IN
KY
LA
LA
LA
LA
MD
MO
MS,
3247
36554
1147
41360
329
4332
2089
1244
1830
3417
108
655
1431
914
3441'
3824
51993
1279
4782
1970
Ammonia Series
-Ammonia Nitrogen (NH3
, (Continued)
MS 2232
NC 4260
NE 60
NJ 4006
- , NJ 5100
NY 345
OK 1643 „;
PA 8419
PA 10987
SC 302
SC 1180
SC 1872
TN 442
TX 3531
TX 6271
TX 9105
UT 507
; VA 2160
WA 37265
WI 54500
WV 4626

-Un-ionized
CA 5096
CO 248
, PA 8885

Aniline
TX 2933

, Barium (Ba)
AL 2666
NJ 5240
PR 23329


MS
NC
NH
NJ
NJ
OH
»OR
PA
PA
SC
SC
SC
TN
TX
TX
TX
UT
VA
WI
WV
wv


26140
24350
396
4391 :
5240
965
1112
8800
12637
914
1848
3255
1899
3948
7439
64912
531
4677
2810
787
5533

as N)

NC
ND
.NJ
NJ
NJ
OK
OR
PA
PA
SC
SC
SC
,TN
TX
TX
TX
VA
WA
WI
WV
WY


3450
248
540
4952
30406
191
1635
9300
44920
1015
1856
3441 ,
27715
5576
7862
77593
1660
281
3620
1805
442

Ammonia (NH3)
CA
. IL
WA





CA
PA


5134
1767
230





4111
11894


CA
,IL






29491
3140^






NJ 5100
PR


21407
>. . ,

Base-Neutral Organics





Benef in (pesticide)
, IN 2861









Behzispthiazole






-------
General Pollutant Index
Benzo (a) anthrazene
KY 2119 KY 3484 KY 3514
KY 3603 KY 3701

Benzo (k) fluoranthene
KY 2119 KY 3484 KY 3701

Betasan (pesticide)
AL 1970

BODU (Ultimate BOD, used in
wasteload allocations)
MS 2941

BODc, Biochemical Oxygen Demand,
5-Day :
NOTE BOD5 is regulated
in most permits. Only those
permits in the Abstract File not
regulating BOD5 separately and
BOD 5 and TSS together are listed
below. Also see TSS for those
permits not regulating TSS alone.

-BODc (not regulated)
AK 396 AK 1015 AK 26662
AK 35165 AK 38652 AK 43206
AL 213 AL 2666 AL 3891
AL 26328 AL 46370 AR 582
AR 1147 AR 1449 AZ 22144
CA 4111 CO 248 CO 591
CO 35394 CT 515 CT 1007
CT 1457 CT 2101 CT 2437
FL 37338 FL 37923 GA 124
GA 3646 HE 191 IA 3522
ID 809 ID 892 ID 26468
IL 1724 TL 2691 IN 205
IN 655 IN 1929 IN 54267
KY 2780 KY 73237 IA 2771
IA 3280 IA 3441 IA 3606
IA 4464 ' IA 41718 MA 442
MA 1414 MA 1554 MA 2151
MA 3077 MA 4600 MA 103128
MA 22225 MA 26646 MA 26735
MD 981 MD 1155 MD 1252
MD 1261 MD 1279 MD 54321
ME 639 ME 22985 MO 281
MO 370 MO 2411 MS 671
MS 2020 MS 2232 MS 2925
MS 28258 MT 26336 ND 507
-BOD5 (not regulated) (Continued)
NE 19 NE 507 NE 647
NE 1210 NH 21148 NH 21172
NT 540 NJ 2640 NT 3166
NJ 5746 NJ 29327 NJ 30406
NY 345 OH 493 OH 5142
OK 1643 OR 1112 OR 1597
PA 5444 PA 9202 RI 21610
SC 1856 SC 24554 SC 40517
TN 264 TN 1473 TN 1619
TN 3425 TN 29378 TX 8907
TX 94498 , UT531 VA 4804
VA 5215 VA 5291 WA 931
WA 2062 WA 25721 WA 30899
WA 37265 WI 1309 WI 43583
WI 54500 WV 116 WV 2542
WV 23281 WY 25950

HBOD5, and TSS (not regulated)
CA 29491 CA 55115 CA 81787
FL 34690 IA 59901 , MD 311
MO 2363 MO 4782 MO 4863
NC 7285 NC 68004 NE 60
OR 1635 PA 11371 VA 5291
WY 32590

-BODg (without nitrification
suppression)

Boron (B)
ND 370 PR 21407 PR 23329

Bromide
AL 2666

Bromoform
Kt 3603
-. - " i i i * '.'"''.; '"
Cadmium, Dissolved (eilso see
Cadmium, Total, in Priority
Pollutant Index)
MD 1279

Captan (pesticide)

Carbon, Dissolved Organic
NJ 5100




-------
General Pollutant Index
Carbon, Total
PA 12637

Carbonfuron
NY 345

Chlordane .

Chloride
AL 26238 AR 680
IN, 329 KY 3484
PR 21407 PR 23451
TX 9105 WV 4405
Chlorinated Petroleum





, ' ":•' ' -

- , - ;
IL 1350
ND 370
SC 2798
WV 5533

Chlorine (also see TRO and FAO)
-Total Residual Chlorine
AK 37303 AL 2801
CA 4111 CA 5096

CO 33537 CT 1708
FL 1040 FL 2488
GA 4120 IA 3611
IL 1830 IL 3115
IL 24074 , IN 108
IN 2861 ' .'IN 2887
IN 45284 KY 1431
KY 3484 ;IA 761
IA 5487 LA 49492
MD 94 MD 311
MD 2658 MD 3247
ME 639 MO 4782
MS 1775 MS 1783
MS 2232 MS 2925
MS 28258 MS 31704
ND 370 NE 507
NJ 4308 NY 1732
% OH 523 OH 9261
OR 141 OR 1112
OR 30929 PA 10987
PR 23329 PR 23451
SC 914 SC 1490
SC 4286 SC 33022
SC 38148 SC 38555
TN 1465 TN 1899
TX 3573 TX 8907

AR 1147
CO 1121

CT 3671
FL 37869
IL 1414 '
IL 3417
IN 116
IN 3581
KY 2119
IA 3191
IA 59846
;: MD 1155
MD 54321
MS 574
MS 1970
MS 3212
NC 4260
NJ 2666
OH 493
OK 2429
OR 1597
•PR 21407
SC 302
SC 1848
SC 37770
SC 26506
TX 86
VA 1015
Chlorine (also see TRO and FAD)
-Total Residual Chlorine (Continued)
VA 1295 VA 3697 . VA 4677
VA 5291 VA 5312 VA 50822
VA 26557 WA 78 WA 299
. , WA 540 WA 680 WA 1040
WA 2062 WA 37265 WV ,4405
WV 5169 WY 3115 ,
-Free Available Chlorine
AR 1147 CT 515 ; -GA 4120:
IN 116 IN 2887 IA 3191
MD 54321 MS 2925 MS 28258
NC 58297 OR 30589 PR 23329
TX ; 86 TX 9105 VA 1015
WA 2062 WT 43583
! Chlorobenzbtrif luoride
/ 2-Chloroethylvinyl Ether .
•: " " TCV '^fiO'V ' ' ' - ' :
: , - A\-X fJ\J\J*J - ^ '_ • - - . . ^
ChlorcdibrcBnpethane
i " " T^^f • T^N^T ' ' ' " •'•-"-"'•'-• " ' '= ' '
£3. JOUJ ,;•..-.•-.
Chloroform ,
AL 3247 CT 1708 IL 3417
KY 3603 MD 345 MD 1155
NJ 5100 PA 2593 PA 8885
PR 23451 SC 42188 WV 4405

Chlorothene ,
Chlorotoluene
'•.'•'.• • • :- •
' " ' = • +fi
, Cnro^um; Hexavalent, CR (also
see Chromium, Total, in Priority
Pollutant Index) - ;•.• :
AK 841 AR 1449 CA 5096
CA 5134 CA 81787, CO 1147
CO 32158 CT 515 \? CT 1007
CT 1457 CT 1708 GA 124
GA 4332 : IL 1244 IL 1724
, IL 1830 IL 2861 IL 3794
IL 4219 ; IL 33863 IN 108
IN 639 IN 655 IN 1929
IN 45284 LA 3115 IA 3522

-------
General Pollutant Index
Oirctnium, Hexavelent, OR*6 (also
see Chromium, Total, in Priority
Pollutant Index) (Continued)
IA 51942 IA 51993 MA 1571
MA 3077 MD 981 MD 1155
MD 1252 ME 1406 ME 22985
MS 671 MT 447 NC 24350
ND 248 NE 507 NE 647
NH 1023 NH 1341 NT 4006
NJ 4120 NT 4308 NJ 4391
NJ 5100 NJ 5240 OH 965
OR 30589 PA 11371 PA 12637
PR 23329 PR 23451 TX 7862
UT 507 UT 531 VA 5215
WI 54500 WV 1805 WV 4405
W 5533 WY 442
"
Cinikool "oo" Tris (Itydroxymethyl
Nitromethane)
Cobalt (Co)
AL 2666 CT 1457 MD 311
UP 531

COD, Chemical Oxygen Demand
AK 841 AL 1597 AL 1970
AL 22144 AR 36554 AR 37770
CA 4111 CA 5096 -CA 6165
CA 55115 CO 1147 FL 37869
GA 329 GA 1619 GA 1791
GA 2160 GA 3778 GA 4332
GA 24104 IA 191 IL 1244
IL 2861 IL 4219 IL 34622
IN 108 IN 1414 IN 2861
LA 60 IA 841 IA 868
IA 892 LA 914 IA 3115
IA 3280 LA 3522 IA 3689
LA 3824 LA 5479 IA 51942
LA 51993 LA 54828 IA 59901
MD 345 MO 2411 MO 4782
MS 1775 MS 1970 MS 27995
MT 477 NC 892 NC 3450
NC 3522 NC 4243 NC 4952
NC 23710 NC 24350 ND 248
NE 701 NH 1279 NH 21148
NJ 540 NJ 2666 NJ 3166
NJ 4006 NJ 4286 NJ 4308
COD, Chemical Oxygen
(Continued)
NJ 4391 NJ 4952
NJ 5746 NJ 29327
NM 28100 NV 345
OK 1643 PA 8419
PA 12637 PR 21407
SC 302 SC 1368
SC 2151 SC 2453
SC 3255 SC 3441
TN 2330 TN 3425
TX 3531 TX 3654
TX 4839 TX 5576
TX 7862 TX 9105
TX 55107 TX 91855
UT 507 VA 1295
VA 4677 HA 230
WV 787 WV 1261
WV 4626 WY 442
Coliform Bacteria
-Fecal Coliform
•'•:-. AK 37303 AL 302
CO 1121 CO 33537
CO 41360 FL 2593
IA 2089 ID 1180
IL 744 IL 1384
IL 2691 IL 3115
IL 24074 IL 34622
IN 2666 IN 2887
IN 45284 KY 3778
IA 49492 IA 54828
MD 2429 MD 2658
ME 2216 MO 1121
MS 1783 MS 3212
MS 26140 MS 28258
NC 3450 NC 4260
NC 6548 ND 370
NE 701 NJ 2666
NJ 4286 NJ 4308
' NT 4952 NJ 5100
NM 28100 NY 345
OH 523, OH, 9261
OR 141 OR 1074
OR 2542 PA 8419
PR 21407 PR 23451

Demand
NJ 5240
NJ 30406
OK 1031
PA 10987
PR 23451
SC 1490
SC 2798
SD 299
TX 2933
TX 3948
TX 7021
TX 52825
TX 94498
VA 3051
WA 25721
WV 4405
WY 25950


AL 22314
CO 41351
GA 1719
ID 25259
IL 1414
IL 3417
IN 108
IN 3581
IA 60
' MD 311
MD 3247
MS 1775
MS 31704
MT 248
NC 4952
ND 24368
; NJ 3867
; NJ 4391
NJ 5240
NY 1732
OR 60
OR 1708
PA 9300
SC, 302


-------
                           General Pollutant Index
Collform Bacteria
-Fecal Ooliform  (Continued)
SC 1015
SC 1368
SC 2151
SC 3441
SC 33022
, SC 38148
SD 299
TN 1899
TX 55107
VA 50822
VJA 540
Va. 21954
SC 1180
SC 1490
SG 2453
SC 4286
SC 37770
SC 38555 "'
{IN 442
IN 2330
VA 3654
WA 78
WA 680
WV 5533
SC 1333
SC 1848
SC 3255
SC 26506
SC 38121
SC 42188
IN 1465
TN 2461
VA 3697
WA 299
WA 1040
m 3115
-Total Cdliform
CA 5096
PR 23451
Color
NJ 4286
NJ 5100
MT 35
PR 23329
SC -38121
WI 2810
-PR 21407
WV 4626
;- ' . • -

NJ 4391
NJ 5240
PA 8885
PR 23451
SC 42188
WV 787
PR 23329
WV 5169

NJ 4952
NJ 30406
PR 21407
SC 1015
VA 1295
WV 5169
Columbiuici (niobium)
  OK 1643             :

Conductivity

Copper,  Dissolved (also see
Copper,  Total, in Priority
Pollutant Index)

Cyanide (not Priority Pollutant
No.  121, Total Cyanide)
-Cyanide Amenable to Chlorinatibn
AR 1449
GA 26735
MA 4600
NC 4260
PA 11371
WI 1309
CT 1457
MA 1554
MA 26646
NE 507 '
TX 77593
WV 5533
CT 2437
MA 2151
MA 26735
PA 11100
VA 5215

  -Free Cyanide            ;
   AK 43206   AL 3247 . ,  CO 32158
   OR 1589    PR 1708    PA 8419

  -Oxidizable Cyanide
'•'., NJ 3867              '-'•'•'.'

  -Weak Acid Dissociable
   ID 26468

  Cyclohexanone               ,
   CO 36897

  Dacbnilidacthal
   TX 7439

  Dichlorane Plus (pesticide)

  DiGhlorobroriojethane  ,
    KY 3603    NJ 4952    'PA  11371 :

  2,4-Dichlorophenoxyacetic
  Acid  (2,4-D)  (pesticide)
    IA 54828

  Dichlbrotrifluoroethane
  •••" CO 36897"

  1,3^-Dichloropropylene
    XX 2119    KY 3484   -- XX  3603
    K? 3701

  2,2-Dibrtanac)-3-Nitrilopropionainide
   (biocide)

  Difoltan (pesticide)
    CA 506 ;

  Dinitrobtitylphenol,, DNPB         ;
  (pesticide)                    <;
    M3 27995   ;

  Dissolved Solids  (See also  TDS)
    IL  1350    MS 28258

-------
General Pollutant Index
DO, Dissolved Oxygen
KK 37303 AL 841 AL 3115
AL 22314 AL 55239 AZ 22144
CA 4111 CA 5096 CA 5134
CA 55115 OO 1147 GA 507
GA 24104 ID 1180 KY 64645
MD 1155 MD 3247 MS 574
MS 671 MS 1775 MS 1783
MS 1970 MS 3212 MS 26140
NC 3450 NC 4243 NJ 2666
NJ 30406 OH 965 PA 8800
PR 21407 PR 23329 PR 23451
SC 1473 SC 1490 SC 1848
SC 1856 SC 1830 SC 1872
SC 2453 SC 2780 SC 3255
SC 33022 SC 37770 SC 38121
SC 38148 SC 38555 SC 42188
18 442 IN 1457 IN 1465
IN 1899 TN 2640 VA 2160
VA 50822 WA 621 WI 2810
W 1261
Dithiocaribomtates
NY 345
Dyfonate (pesticide)
AL 1970

Ethylfluralin (pesticide)
IN 2861
•
Ethylene Dibromide (EDB)
IX 8761

Ethylbenzene
IL 1350

FAO, Free Available Oxidants
(seawater equivalent to Free
Available Chlorine)
FL 37869

Flow (Most permits require
monitoring of flow; the following
have limitations on the volume of
fl ^*~ m \
flow.)
AK 396 AK 680 AK 23248
AK 38652 AK 43206 AR 1147
Flow (Most permits require ;
monitoring of flow; the following
have limitations on the volume of
flow.) (Continued)
CA 4111 CA 55115 CA 81787
CO 33537 CO 41351 CO 41360
DE 51 FL 37869 IA 191
IA 3611 ID 892 ID 1180
IA 3191 IA 5851 MA 442
MA 3361 MA. 4600 ME 639
ME 1406 ME 2216 MS 1775
MS 28258 NC 4260 NC 4243
NC 7285 NC 23710 NC 24350
NC 35661 NC 72648 . ND 24368
NH 1023 NH 1279 NH 1325
NH 1341 NH 21148 NH 21172
NH 21229 NJ 4952 OR ,515
OR 1597 OR 1635 , OR 2542
OR 30929 PR 23451 RI 1139
RI 21539 RI 21610 SC 302
SC 1180 SC 38121 SD 299
TX 86 IX 3573 IX 9105
WA 230 WA 281 WA 825
WA 2062 WA 21954 WA 30899
Fluoride
AL 2666 AR 1449 CO 248
CT 515 CT 1457 "' CT 3671
FL 37338 IL 3140 IN 45284
KY 3603 MA 1414 MD 1252
MD 2429 NE 507 NJ 3166
, NJ 5100 NY 1228 OK 191
OK 1643 OR 60 OR 1112
OR 1589 OR 1708 OR 30589
OR 30929 PA 11100 PA 11371
PR 21407 PR 23329 RI 1180
SC 1848 SC 2780 IX 55107
VA 3697 WA 299 WA 540
WA 680 WA.931 WI 54500
WV 779 W 2542 WV 5533

Formaldehyde •
IN 655 KY 3701 OR 2021857

FSOD, First Stage Oxygen Demand
NJ 5100 NJ 5240 PA 12637



-------
General Pollutant Index
Halides, Total Organic
AR 680

Hardness as CaCO ,
KY 2119 KY 3514 KY 3603
KY 3701 : WA 25721 WI 1309
WI 54500

Heat Discharged
ID 1163 IN 108 IN 2887
MD 2658 OH 9261 OR 515
OR 2021857

Herbicides (also see Pesticides)
-Total Registered

Hexamethylbenzene

HMX (explosive)

Hydrazine (H N-NH )
CA 4111 ;.-'.-
" - • '.'
Hydrogen Sulfide, Unionized
TN 1457 : .-. - - , ...

Hydrocarbons ,
-Aromatic ,
AK 396 AK 23248 CA 5134
; MA 22225
. - . •-.'•• • .' -'-....
—Chlorinated, Total (also see TTO)
IA 761 TX 8907

-Halogenated
NJ 29327
'".-.• ••.•••" ; ••" - '• , _ . • .
•^Petroleum
MD 2658 NJ 2666 ' NJ 4391
NJ 5746

-Total
AK 396 AK 23248

Iron, Soliable
, GA 3646 •


Iron, Total
AL 302 AL 2801 AL 26328
AL 46370 AR 582 AR 1147
AR 1449 CA 4111 CA 6165
CO 248 CT 515 CT 1007
CT 1457 CT 2101 DE 51
FL 1040 FL 2771 FL 37869
IA 3611 ID 25259 IL 3140
IL 1414 IL 1724 IL 1830
IL 2356 IL 2691 IL 3794
IN 116 IN 2887 IN 45289
IN 54267 KY 3786 K¥ 73237
IA 3191 IA 5851 "MA 1571
'MA 3361 MA 26646 MA 26735
MD 1155 MD 1261 MD 55182
MD 54321 MS 2232 MS 2925
MS 28258 ND 370 v ,NH 1341
NH 21229 NJ 5100 OH 493
OH 965 OH 5142 OH 9261
PA 5444 PA 10987 PR 21407
PR 23329 TN 2640 TX 86
UT 531 WI 1309 WI 2810
WI 43583 •• ,-m. 3115

Isopropalin
IN 2861 '

Kathon 886 MW -,..'.•'• ; :

lead, Dissolved (also see Lead,
Total, in Priority Pollutant
J_ridex)

Lead, Soluble

Manganese (Mn)
AL 2666 AL 26328 -AL 46370
CO 248 CO 35394 IL 2691
IL 3140 MD 55182 ME 1406
MS 2232 PA 5444 ' PA 10987
TN 2640 TN ,27715 WA 25721

MBAS, Methylene Blue Active
Substances (detergents)
IL 2453 PR 21407 VA 5215

Metals, Rare Earth .
AL 2666 ;: ' -«. ' •••• •'.--

-------
                           General Pollutant Index
Methoxychlor (pesticide)

Methyl Ethyl Ketone (MEK)
  AL 302     CO 36897

Methyl Isobutyl Ketone  (MIBK)
  OR 1112

Mirex (pesticide)
Molybdenum  (Mo)
  AL 2666    CO 248
  NJ 5240    OR 1112
                      MD 311
Nitrate - Nitrogen  (NO 3 as N)
  AL 3891    CA 4111    GA 2356
             NE 60      NJ 5100
             OK 1643    HI 23451
             WA 25721   WI 2810
MS 27995
OK 191
VA 4677
W 5533
Nitrite - Nitrogen  (NO2 as N)
  HE 21059   IA 3387    IA 3522
  MS 574     NT 5100    OH 965
  ER 21407   IR 23329   ER 23451
  WI 2810

Nitrogen, Total
  AL 2666    CA 4111    FL 2488
  EL 2593    GA 2071    GA 2160
  NC 4952    TN 2640    SC 38121

Nitrogen, Total Organic (TON)
  AL 3891    GA 2160    IA 3522
  IA 3441    MS 574     NE 60
  NJ 5100    OR 1635

Nitrcsnetacrusol
  TN 29378

Nocol

Oil and Grease (also see Ether
Solubles)
  AK 396     AK 841     AK 1015
  AK 23248   AK 26662   AK 37303
                                            Oil and Grease (also see Ether
                                            Solubles)  (Continued)
AL 108
AL 841
AL 3891
AR 1449
CA 5134
CA 55115
CO 591
CO 32158
CO 36897
FL 37869
GA 507
GA 26735
IA 3522
IL 1244
IL 1724
IL 2453
IL 3140
IL 24074
IN 116
IN 639
IN 1929
IN 2887
K¥ 3484
KY 3701
IA 60
LA 914
LA 3191
LA 3522
LA 3905
LA 5291
LA 5851
LA 51942
IA 59846
MA 3077
MA 26735
MD 345
MD 2429
MD 54321
MO 370
MO 93521
MS 2925
MT 477
NC 4260
NC 24350
NC 58297
AL 302
AL 3247
AL 55239
AR 36554
CA 6165
CA 57177
CO 1121
CO 33537
CT 515
GA 124 :
GA 4120
IA 2089
IA 3611
IL 1384
IL 1830
IL 2691
IL 3794
IL 33863
IN 205
IN 655
IN 2666
IN 3573
KY 3514
KY 3786
LA 841
LA 2771
LA 3280
LA 3689
LA 4464
LA 5479
LA 41718
LA 51993
LA 59901
MA 3361
MA 103128
MD 981
MD 2658
ME 1406
MO 2411
MS 671
MS 26140
MT 26336 ,
:NC 4952 	
NC 42501 ,
NC 72648
AL 680
AL 29378
AR 1147
CA 4839
CA 5096
CO 248
CO 1147
CO 35394
FL 2488
GA 329
GA 4332
LA 3387
ID 957
IL 1414
IL 2356
IL 3115
IL 4219
IN 108
IN 329
IN 1414
LN 2861
KY 2780
KY 3603
KY 73237
LA 868
LA 3115
LA 3441
LA 3824
LA 4740
LA 5487
LA 49492
LA 54828
MA 2151
MA 22225
MD 94
MD 1155
MD 3247
ME 22985
MO 4782
MS 1783
MS 28258
NC; 1161
NC 6548;
NC 51161
ND 248
                                      8

-------
General Pollutant Index
Oil and Grease (also see Ether-
Solubles) (Continued)
  ND 370     NE 701     NE 1210
  NH 396     NH 469     NH 1023
  NH 1279    NH 1325    NH 1341
  NH 21148   NH 21229   NJ 540
  .NJ 787     NJ 957     NJ 2640
  NJ 2666    NJ 3166    NJ 4120
 : NJ 4286    NJ 5100    NJ 5240
  NJ 5746    NJ 29327   NJ 30406
  NY 1732    OH 965     OH.3.051.
  OH 5142    OH 9261    OK 191
  OK 1031    OK 2429    OK 34321
  OR 60      OR 1112    OR 1635
  OR 1708    OR 2021857, PA 8800
  PA 9202    PA 9300    PA 10987
  PA 11100   PA 11371   PA 12637
  . PA 44920   PR 23329   PR 23451
  RI 1180    RI 21539   ,'RI 21610
  SC 1015    SC 1180    SC 1333
  SC 1368    SC 1473    SC 1830
  SC 1848    SC 1872    SC 2151
  SC 2780    SC 2798    SC 3255
  SC 4286    SC 24554   ;SC 33022
  SC 37826   SC 38555   TN 264
  TN 1473    TN 1899    TN 27677
  TN 27715   TX 86; • . ;  TX 3531
  TX 3573    TX 3654    TX 3948
  TX 4227    TX 6271    TX 7021
  TX 7862    TX 8907    TX 9105
  TX 52825   TX 55107   TX 64912
  TX 77593   UT 507     UT 531
  VA 1015    VA 1660    VA 2160
  VA 3697    VA 4677    VA 4804
  VA 5215    VA 5291    WA 78
  WA 230    WA 281     WA 299
  WA 540    WA 931     WA 2062
  WA 21954   WA 30899   WI 1309
  WI 2810    WI 43583   WI 54500
  WV 116    WV 779     WV 1805
  WV 23281   WY 442     WY 3115
  WY 25950

 -503 B.  Partition - IF  METHOD
  NE 507    NE 647     NE 26565
                   -Aromatic Oil  and Grease
                    AK 23248

                   Orthene (pesticide)

                   P-Chldro-^l-Cresol
                    WI 2810

                   Palladium (Pd)
                    AL 2666  •"•.'.'•-

                   Paraquat (herbicide)

                   Perchlorate (CIO 4)         '
                    CA 4111

                   Pesticides (other than Priority
                   Pollutants,  also see  Hettoicides
                   and Dyfonate,  Trithion,  Betasan,
                   Orthene,  Paraquat, Captan,
                   Trifluralin, Dinitrobulylphenol,
                   2 , 2-DilDrono-3-Nitrilopropionaitiide,
                   Carbaryl, and  Methoxychlor

                   -Active Pesticides

                   -Organic Pesticide Chemicals

                   -Total Pesticides
                    AL 1597   CA 5134   .

                   -Total Chlorinated Pesticides
                                .     .. .        .
                   Note   pH is regulated in all
                    '••-••"- permits     ,
                   Phenols, Total (Phenolics,
                   not Priority Pollutant No.
                   Phenol)
                     AK 841
                     AL 55239
                     CA 55115
                     CO 32158
                     GA 4332
                     IL 1244
                     IL 34662
etc.,
65,
AL -29378
CA 5096
CA 57177
GA 1791
GA 24104
IL 2861
IN 108
AL 54704
CA 5134
CO 1147
GA 3778
IA 191
IL 4219
IN 205

-------
General Pollutant Index
Phenols, Total (Phenolics, etc.,
not Priority Pollutant No. 65,
Phenol) (Continued)
IN 3573 KY 2119 KY 3701
IA 3115 LA 3522 IA 51942
IA 51993 MO 370 MS 2232
MT 477 NC 892 NC 3450
NC 3522 NC 4243 NC 23710
NC 24350 NC 42501 NC 51161
ND 248 NE 507 NH 469
NH 1279 NJ 5100 NY 345
OR 2021857 PA 11100 PA 11371
PA 44920 PR 21407 PR 23451
SC 1180 SC 1368 SC 1830
SC 2151 SC 2453 SC 3255
SC 3441 SC 37826 TN 1457
TN 2640 TX 7862 TX 91855
UT 507 VA 3051 VA 4677
WA 281 WI 1309 WY 442

Phenoxyacetic Acid
AR 37770

Phosphorus, Elemental
1
Phosphorus, Soluble
PA 9202

Phosphorus, Total (also includes
Phosphates, Orthophosphates,
etc.)
AL 2666 AR 1449 CA 4839
CO 248 FL 2488 EL 2593
FL 37338 FL 37869 GA 507
HI 21059 EL 1384 IL 24074
ZL 33863 IN 27 KY 3603
MS 2925 NJ 2666 NJ 5100
OH 3051 OH 5142 OR 30589
PA 8800 PA 10987 PR 21407
PR 23329 PR 23451 SC 38121
TN 2640 TX 55107 VA 3433
Platinum (Pt)
AL 2666
Radioactivity
Radium 226
-Dissolved
AZ 22144 NM 28100 TX 94498
WA 25721 WY 25950
•
-Total
AZ 22144 NM 28100 OK 191
OR 1112 TX 94498 WA 25721
WY 25950 ;

RDX, Cyclonite (explosive)

Salinity (also see TDS and
Specific Conductance)
CO 35394 ' ,

Settleable Solids .
AL 46370 CA 4464 '> CA 5096
CA 5134 CA 57177 ID 809
ID 892 ID ,957 IN ,54267
MA. 442 MA 3361 MD 55182
NC 42501 NC 51161 NC 72648
. NH 1325 NY 7269 PR 21407
PR 23451 TN 442 TN 1899
TN 2640

Silver, Dissolved
SD 299

Silvex (2,4,5-Trichl6rophenoxy-
propionic acid)
VIA 54828

Slimicides (also see Algaecides)
-Betz 508

Sodium
ND 370 WA 25721
-:- • - '
Specific Conductance (also see
TDS and Salinity)
Styrene
• ...'•'• . ',. '

          10

-------
General Pollutant Index
Sulfate (S04)
CO 248 IN 329
. IN 2887 MO 281
ND 370 NJ 2640
PR 21407 PR 23329
TX 9105 WA 25721
Sulfide ,
HItotal
AK 841 CA 5096
CO 1147 GA 1791
GA 3778 GA 24104
IL 2861 ..'"• IL 4219
IN 2861 IA 3115
IA 51942 LA 51993
NC 3450 NC 3522
NC 23710 NC 24350
NH 1279 PA 12637
PR 23329 SC 1368
SC 2151 SC 2453
IN 1457 IN 2330
IX 7862 TX 52825
VA 1295 VA 3051
, WA 230 WV 1261
WV 4626 WY 442

-Dissolved
CA 5096 CA 5134
'' . -
Sulfite

Surfactants
NJ 787 NJ 5100
RI 1139 SC 37826

Tantalum (Ta)
OK 1643


IN 1414
. •
MO 370
OK 1643
IN 27715
WV 787


CA 5134
GA 4332
IL 1244
IN 108
LA 3522
MT 477
NC 4243
ND 248
PR 21407
SC 1490
SG 3255
TX 6271
UT 507
VA 4677
WV 1805
'
'--' , - -





-
PR 23451
TN 1899




IDS, Total Dissolved Solids (also
see Salinity and Specific
Conductance)
AZ 22144 CA 4111
CO 35394 IL 1350
NJ 4006 NJ 4286
NJ 4952 NJ 5240
OH 523 OR 30929
PA 11371 PR 21407


CA 81787
IN 329
NJ 4391
OH 493
PA 11100
PR 23329
i . ',.--• ;,--.- •
TDS, Total Dissolved Solids (also
see Salinity and Specific
Conductance) (Continued)
PR 23451 SC 40517
TN 2461 IN 2640
WI 2810
Tellurium (Te)

Temperature
AL 213 AL 2801
AL 3891 AL 22144
AR 1147 AR 1449
CA 4464 . CA 55115
CA 81787 CO 248
CO 41351 CO 41360
CT 1007 CT 1457
CT 2101 DE 51
FL 2488 FL 2593
HI 281 IA 191
IA 3611 « IA 362
IL 1350 IL 1384
JJj 2267 IL 2356
IL 2861 IL 3115
IL 3794 IL 33863
K^ 1431 K^ 2119
KY 3514 KY 3603
KY 64645 LA 914
IA 3441 IA 3824
LA 4740 LA 5482
LA 49492 LA 51942
MA 1414 MA 1554
MD 94 MD 981
MD 1279 MD 2658
ME 1406 ME 2216
MO 281 MO 1121
MO 4782 MS 191
MS 671 MS 1775
MS 1970 MS 2020
MS 2925 MS 3042
MS 28258 MT 35
NC 3450 NC 4952
NC 58297 NC 68004
NE 19 NE 647
NH 1279 NH 1325
NH 21148 NH 21229 ,
NJ 787 NJ 957,
NJ 2666 NJ 3166

TN 1619
TX 9105




AL 3115
AR 680
CA 4111
CA 57177
CO 1121
CT 515
CT 1708
FL 1040
FL 37869
IA 3387
IL 744
IL 1830
IL 2691
IL 3417
IN 2887
K¥ 3484
KY 3701
LA 3191
LA 3905
LA 5851
MA 442
MA 26735
MD 1252
ME 639
ME 22985
MO 1881
MS 574
MS 1783
MS 2232
MS 27995
MT 248
NC 35661
ND 24368
NH 1023
NH 1341
NJ 540
NJ 2640
NJ 3867
           11

-------
General Pollutant Index
Temperature (Continued)
NJ 4006 NJ 4120
NJ 4308 NJ 4391
NJ 5240 NJ 5746
NY 345 NY 1228
NY 7048 NY 7269
OK 2429 OR 515
OR 2402 OR 2542
PA 8419 PA 8885
PA 11371 PA 12637
PR 23329 PR 23451
SC 302 SC 1333
SC 1490 SC 1830
SC 1872 SC 2151
SC 2780 SC 2798
SC 24554 SC 38555
TN 1899 TN 2330
TN 2640 TN 27715
TX 3573 TX 3654
TX 8761 TX 8907
TX 52825 TX 64912
VA 1015 VA 2160
VA 3654 VA 4677
VA 5215 VA 5312
WA 281 WA 680
WA 2062 WA 3000
WA 37265 WI 2798
WI 37991 WV 116
WV 4405 WY 3115
Tetrahydrofuran (THF)
CO 36897
Tetraroethylbenzene
CO 36897
TMocarbamates
AL 1970
Thiocyanate
OR 1112
Tin (Sn)
AR 1449 CT 1007
CT 2101 MA 1414
MA 4600 PA 11100

NJ 4286
NJ 5100
NJ 29327
NY 1732
OH 9261
OR 1635
OR 30589
PA 11100
PR 21407
RI 1139
SC 1473
SC 1856
SC 2453
SC 4286
SC 40517
TN 2461
TX 86
TX 6271
TX 9105
TX 77593
VA 3433
VA 4804
WA 230
WA 1091
WA 30899
WI 3620
WV 2542










CT 1457
MA 3361
PA 44920
Titanium (Ti)
NJ 5240 OR 1112 PA 5444

TKN, Total Kjeldahl Nitrogen
. AL 841 GA 1619 HI 2105
MD 3247 NY 7048 TX 7021
WV 868 WV 4405

TNT, Trinitrotoluene (explosive)

TOC, Total Organic Carbon
AL 108 AK 23248 AR 680
AR 36554 AR 37770 CA 4464
CA 5096 CA 5134 LL 2861
IN 108 LA 761 IA 841
LA 892 LA 2771 LA 3115
LA 3280 LA 3522 LA 3824
LA 5291 LA 5479 LA 51942
LA 51993 LA 54828 NJ 957
NJ 2640 NJ 3166 NJ 4120
NJ 4391 NJ 5240 OK 34321
SC 40517 TX 3654 TX 3948
TX 4227 TX 6271 TX 7439
TX 8761 TX 8907 TX 52825
TX 64912 TX 77593 VA 5291
VA 5312 WV 787 WV 868
WV 5169

TOD, Total Oxygen Demand (also see
u • • . . - - :•• , .,
Total Dissolved Solids (see TDS)
Total Nitrogen (see Nitrogen,
Total)
1
Total Organic Halides (see
Halides, Total Organic)
Total Organic Nitrogen (see
Nitrogen, Total Organic)
Total Purgeable Aromatics (see TPA)

Total Solids (Total Residue)

                  Toxic Concentration (Bioassay)
                    CA 4464    CA 29491   CA 81787
         12

-------
General Pollutant Index
Toxic Concentration (Bioassay)
(Continued)
FL 2771 KY 2119 KY 3484
KY 3514 KY 3603 KY 3701
MS 671 MS 2232 NC 3522
NC 4243 NC 4260 NC 6548
NC 23710 NC 24350 NC 72648
NH 21172 NJ 2,666 NJ 4006
NT 30406 OH 965 OR 1112
SC 302 SC 1180 SC 37826
WA 7.8 ,
' '-•
TEA
AR 37770

2,4,5-Trichloropiienoxy~prqpionic acid
(see silvex) .

1,1, 1-Trichloro-l , 2 , 2-Trif luroethane
CO 36897

Trichlorofluoroinethane
KY 3603
• '-'''.-• ' - •
Trifluralin (pesticide) .
IN 2861
< '.•''.••
Trimethylbenzehe
CO 36897
;"-.'-
1,2-Trans Dichlorbethylene
KY 2119 KY 3484 KY 3701
• . .•:."•" '-.•'- •"..'• :. " ' ' :
TRO, Total Residual Oxidants
(seawater equivalent to Total
Residual Chlorine)
FL 37869 LA 892 PR 23329
TN 2461

TSS, Total Suspended Solids
Note TSS is regulated in most
permits. Only those permits in
the Abstract File not regulating
TSS are listed below. Also see
BOD^ for those permits not
regulating BOD 5 separately and
BOD,, and TSS together.
. '-•-•;: • -- - -
-TSS (not regulated)
CA 4839 FL 2488
RI 1180 TX 91855
VA 5291
- • f • ' ;

NY 2769
WA 281


TIO, Total Toxic Organics (also
see Hydrocarbons, Total
chlorinated)
CT 515 CT 1007
CT 2101 ' CT 2437
FL 37338^ GA 26735 -
IL 1724 IN 655
KY 3778 KY 73237 •
MA 1554 MA 1571
MA 3077 MA 3361 :
MA 26646 MA 26735
ME 1406 ME 22985
NC 4260 NE 19
NE 507 NE 647
NH 1023 NH 1341
NH 21229 OH 965
OH 5142 , OR 1589
; PA 10987 PA 11100
PA 44920 SC 2780
TN 1473 TN 1899
VA 5215 WI 1309
Tungsten (W)
AL 2666 OT 531
Turbidity
AZ 22144 CA 4lil
HI 21059- ID 25259
MD 311 NC 42501
NC 72648 NH 1023
PR 21407 PR 23451

Uranium (U)
AZ 22144 NM 28100
WA 25721 WY 25950

Urea
GA 2356

Vanadium (V)
AL 2666 MD 311



CT 1457
CT 3671
IL 1414
IN 1929
MA 1414
MA 2151
MA 4600
MD 1155
MS 671
NE 647
NE 1210
NH 21148
OH 3051 ,
OR 30589
PA 11371
SC 24554'
UT 531
WI 54500


' •
CA 55115
MA 3361
NC 51161
NJ 30406
WA 30899


TX 94498






TX 77593

          13

-------
                           General Pollutant Index
Volatile Organics
  NJ 30406

Volume
  MA 442
Xylene
  AL 3247
CO 36847
Zinc, Dissolved (also see Zinc,
Total, in Priority Pollutant
Index)
  AL 22144
                                     14

-------
                     ABSTRACTS OF INDUSTRIAL NPDES PERMITS

                             RECEIVING WATER INDEX

                                   - Part H -
 Adair Creek
   MD 1881

 Aiea Stream
   HI 281

 Akutan Harbor
   AK 37303

 Alabama River
   AL 3115    AL 54704

 Altamaha River
   GA 4120

 Anderson Creek
   TN 264

 Arkansas River
   AR 40303    OK 1643
   OK 34321

 Arrow Spring
   KY 64645

 Arthur Kill
   NJ 2640

 Ashcamp Creek ,
   VA 1295

 Atchafalaya River
   IA 51942

 Atlantic Ocean
  NJ 4120

Autauga Creek
  AL 3115

Back River
  SC 3441
OK 2429
 Bacon Creek
   MD 981

 Baffin Bay
   TX 94498     - .

 Balus Creek    .
   GA 1791            •

 Baton Rouge Barge Channel
   IA 5479

 Baton Rouge Harbor
   IA 3905

 Bayou Baton Rouge
   IA 4464

 Bayou Braud
   IA 5487

 Bayou Choupique
   IA 54828      ;

 Bayou Courtableau
   IA 51942     •:,    ,

 Bayou D'Inde
   IA 761     IA  3824

 Bayou Paul   /
   LA 5851    '

 Bayou Teche
   IA 4740               ;

 Bayou Verdine
   IA 761  :

 Beaver Creek
   TN 267677     •:,''•

Beaver Dam Ditxh
  GA 2160

Beaverton Creek
  OR 1589    OR 30929

-------
                            Receiving Water Index
Belleau Creek
  •MD 229

Bellingham Bay
  WA 1091

Beniharts Creek
  PA 11100

Big Bigby Creek
  TN 3425    IN 29378

Big Blue River
  IN 1350    IN 45284   NE 19
  NE 60

Big Branch Creek
  AR 582

Big Cedar Creek
   IA 1139

Big Lake
   MS 2925

Black Creek
   MS 28528   AL 55239

 Blackbird Creek
   ID 25259

 Blackstone River
   RI 1180

 Black Rock Canal
   NY 102318

 Blue Creek
   WA 25721

  Boquist Stough
   OR 141

  Brazos River
   TX  8761

  Brickyard Bayou
   MS  2020
Broad River
  SC 1368

Browns Creek
  FL 37869

Buffalo Creek
  CA 4111

Buffalo Creek
  NC 4952

Buffalo River
  NY 2160    NY  11043

Burlington Ditch            .
  CO  1147

Butler Creek
  GA 2160

 Cache la Poudre
  . CO 32185 ,  CO 41360

 Calabazas Creek
   CA 29491

 Calaveras River
   CA 81787

 Calcasieu River
   LA 3689              h    ;

 Calcasieu Ship Channel
   LA 3689

 Calumet River
   IL 2691

 Campbell Creek
   SC 914

 Canyon Creek
   ID 167

 Cape Fear River
   NC 3522    NC 24350   NC 58297

-------
                            Receiving Water Index
Casons Lake
 • GA 2160                  >

Castro Creek (to San Pablo Bay)
  CA 5061    CA 5134

Catavfoa River
  SC 1015    SC 3255

Cedar Bayou
  TX 3948

Cedar River
  IA 5758100

- East Branch
  FL 2771

Chartley Brook
  MA 4600

Qiattahoochie River
  GA 1201

Chattooga River
  GA. 24104   .

Chehalis River
  WA 809

Chestnut Ridge Run
  MD 55182

Chickasaw Creek
  AL 2666    AL 2801

Clark Fork River
  MT 35    .-

Clinch River
  VA 1015

Coddington Cove
  RI 21539

Coal Creek
  CO 35394
Coldwater Creek
  MD 4782

Colgate Creek
  MD 1279

Colorado River              :
  CO 33537

Columbia River    ,
  OR 60      OR 1635    OR 1708
  WA 78      WA 230     WA 264
  WA 281     WA 540     WA 299
  WA 680

Concord River
  MA 1414    '•-"'            '•;••'.

Congaree River
  SC 1333    SC 1848      '

Connely Ditch
  IN 54267

Contoocook River, North Branch
  NH 1325             ' ^   ',-:'

Goody Creek
  OK 34321                   ,--'

Cook Inlet
  AK 841    AK 1015   •

Cooper River   ,             ,
  SC 3441    SC 26506  SC 38148

Cow Bayou
  TX 3654    TX 4839   !   :

CowanesqUe River
  PA 8800    '       .

Cox Bay
  TX 3573

Cox Creek  "            ,
  OR 1112

-------
                            Receiving Water Index
Cranbury Branch
  NT 2666

Crawford Creek
  OR 1627

Crooks Creek
  WY 25950

Crow Creek
  W 442

Crowders Creek
  NC 4260

Crucho Creek
  OK 1031

Crurnpacker Ditch
  IN 49751

Crystal Springs
  ID 892

Cub River
  ID 1180

Curtis Bay
  MD 311

Cypress Bayou
  IA 841

Cypress Creek
  KY 3514    KY 3701

Dan River
  VA 1660

Deep River - East Fork
  NC 42501   NC 51161

Deer River - Middle Fork
  AL 26328

Delaney Creek
  EL 37923
 Delaware River
  DE  51      NJ 4006    NT 4286
  NJ  4952    NJ 30406   NY 5061
  NJ  5100

 Des Plaines River
  IL  2453    IL 2861

 Doe Run
  KY  2119

 Dorsey Run
  MD  1155

 Dose  Maie  Creek
  MS  2232             /

 Dutch Run
  MD  55182

 Duwamish River
  WA  2615    WA 30899

 Eagle Creek
  IN  25079

 Earman River
  FL  37338

 East  Side  Canal  ,
  .WY  1546

 Elizabeth River
  NJ  3107

 Elizabeth River - Southern Branch
  VA  5215

Elliott Bay
  WA 2615

Erribarras River            '
  IL 4219

Escairibia Bay
  FL 2593

Escairibia River
  FL 2488

-------
                            Receiving Water Index
 Escatawpa River
   MS 1775

 Fields Brook
   OH 493   ,  OH 523

 Fisher River
   NC 6548

 Five Mile Creek
   AL 3247

 Five Mile River
   CT 2101

 Flint River
   GK 1619    GA 49336

 French River
   MA 2151

 Fry Brook
 •,  RI 1139

 Gil±)ons Creek
 .'-  WA 230

 Goose Branch
   SC 4286        '

 Goosefare Brook
   ME 1406

 Grace Creek
   TX 55107

 Grasse River
   NY 1732

 Grand Calumet River
;  IN 329             :

 Grasse River
   NY 1732          :

 Gravelly Run
   VA 5291 ,
Great Marsh Creek
  CT 1007            I:

Great Miami River
  OH 9261

Great Pee Dee River
  SC 1473    SC 2151

Great Salt Lake v
  UT 507     UT 531  ;

Great Works River
  ME 2861   .ME 22861

Green Branch
  NJ;5746         '

.Greens Bayou         :
  TX 5576    :•"•-'.•

Griffin Bay
  WA 29190           •

Gulf of Mexicx)
  IA 49492
Gum Creek
  AR 680
GA 124
Guyandotte River
  WV 116

Hales Brook
  MA 3077

Halfmile Creek
  IL 744

Halfway Creek
  WI 54500

Haramers Marsh
  WA 21954

Harvester Ditch
  IN 655

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                            Receiving Water Index
Haw River
  NC 892

Hawk Inlet
  AK 43206

Hell Creek
  NE 507

Higgins Millpond
  MD 3247

Hiwassee River
  IN 2461

Hollinger Creek
  AL 841

Holly Creek
  AR 582

Holston River - South Fork
  IN 2330    !IN 2640

Hot Springs Creek
  MT 26336

Houston Ship Channel
  TX 6271    TX. 7021    IX 7439
  TX 91853

Hudson River
  NJ 787     NJ 957     NY 7048

Hoggins Creek
  SC 302

Hurrican Creek
  AR 582

Hylebos Waterway
  WA 931     WA 37265

Illinois River
  IL 1384    IL 1414    IL 1724
  IL 1767    IL 1830    IL 34622
  OK 191
 Indian Creek
   MD 4863

 Indiana Harbor Ship Canal
   IN 108    IN 205

 Intracoastal Waterway
   IA 3280

 Iowa Gulch
   CO 591

 James Creek
   MS 1970

 James River
   VA 26557   VA 3654    VA 3697
   VA 4804    VA 5312

 Jeddo Creek
   NY 345

 Jerome Creek
   WI 43583

 Jordan River
   IN 3581

 Jordan Creek
   ID 26468

 Kanab River
   AR 22144

 Kanawha River
   WV 108     WV 868     WV 2542

 Kennebec River
   ME 2178                    ,

 KLamath River              ,
   OR 2542

Kbdiak Harbor
  AK 2662

Kyte Creek
  IL 3417

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                            Receiving Water Index
Laguna Madre       ,
  TX 94498

La Quifita Channel
  TX 8907            "

Lake Catherine
  AR 1147

Lake Maurepas
  IA 51993

lake Michigan
  IL 2267    IL 2691
  IN 108     IN 116

Lake Mohawksin
  WI 2810

Larainie River
  WY 32590
Leaf River
  MS 2917
             MS 31704
                        IN 27
                        .WI 43583
Leutzinger Creek
  IA 7048100         /

lick Run    '.':'-
  IN 2887

Limekiln Creek
  NC 4243   ,      . .  .

Little Fourche Creek
  AR 1449

Little Mississinewa River
  IN 3107

Little Patuxent River
  MD 1155

Little River
  MO 93521

Little River, South Fork '
  KY 3786    MA 1571     „
 Little Six Mile !Creek !
   FL 1040;              ;

 Little Vermillion River
   IL 3115          :.^

 long Point Slough
   IL 1350

 Lynches River        :
   SC 1490

 Lynn Camp Creek      .
 .  KY 3778

 Mackay Marsh      , v
•-,.. WA 21954,           '

 Mad River
 Mahoning Creek
.'., PA 44920

/Maidenddwn Creek
   SC 1872

 Marcus Hook Creek
   PA 12637

 Marter?s bitch
   NJ 4391

 Maumee River   -
   Cfl 3051

.Maury River
   VA 4677

 Mawney Brook
   RI 1139

Mayhaw Bayou
   TX 7862

McKinzie River
   CR 515      ;

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                            Receiving Water Index
Meduxnekeag River
  ME 2216

Meherrin River
  VA 3051

Meraroec  River
  MO 183

Merrinack River
  NH 1229

Middle lyger River
  SC 2453
Mill Creek
  NC 72648
UT 507
Mississippi River
AR 36544 AR 37770
IA 3387 IA 3522
IA 3611 IL 1244
IA 60 IA 892
IA 3115 LA 3191
IA 5291 LA 5487
LA 5851 LA 41718
LA 59846 LA 59901
KO 370 MS 213

IA 191
IA 3620
IL 3140
LA 2771
LA 3441
LA 5606
LA 51993
MO 281
MS 27995
Mississippi Sound
  MS 3212

Missouri River
  MO 2534    ND 248

Mobile River
  AL 1597    AL 1970

Mohawk River
  NY 7269

Monte Sono Bayou
  LA 914     LA 41718

Monticello Reservoir
  TX. 86
           ND 370
           AL 2801
 Morgan Creek
   MD 345

 Mountain Creek, Mineral
 Springs Branch
   GA 507

 Muddy Creek
   WY 31241

 Murder Creek
   OR 1112

 Mystic River
,   MA 103128

 Nanticoke River
   MD 94

 Narragansett Bay    ,
   RI 21610           '

 Nashua River
   NH 396   ,   -

 Nasty Branch
   SC 1856

 Naugatuck River
   CT 1457

 Neches River
   TX 4227    TX 52825

 Nelson Lake
   ND 370

 Newark Bay   •      ,.
   NJ 3166

 Niagara River
   NY 1635    NY 3310   ,

 Nippersink Creek
   IL 33863

 North Ditch
   IL 2267
                                      8

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                            Receiving Water Index
North Edisto River
  SC 1180

North Fork Coyote Creek
  CA 55115

North Platte River
  WY 3115

North Racoon River
  IA 2089

North Tyger River  .
  SC 40517

Northeast Cape Fear River
  NC 68004

Nottoway River
 , VA 3433 ,

Ocraulgee River
  GA 26735

Ogeechee River
  GA 3778

Ohio River             .
  IN 2666    KY 1431   ^ KZ 1716
  KY 2119    KY 2780    WV 132
  WV 779     WV 787     WV 1805
  WV 4405    WV 4626    WV 5169
  WV 23281

Old River
  TX 52825

Olentangy River
  OH 5142         .

Orca Inlet
  AK 663

Oothkalooga Creek
  GA 329

Oyster Creek    ,
  TX 64912
Pacific Ocean             .'
  HI 191     HI 21059   OR 221

Pacolet River
  SG 2798     .,

Palmarejo Creek
  .PR 21407            ,

Palmetto Creek
  IA 868

Panama Canal
 IA 5606  "

Panther Creek
  ID 25259

Papillion Creek          ..'..-
  NE 507      " -;••

Paradise Creek    ,
  VA 5215

Passaic River
 , NJ 540     NJ 29327

Patapsco River
  MD 1261    MD 1252    MD 54321

Patuxent River
  MD 2658

Pawtucket River
  RI 132

Pearl River
  MS 2941

Pee Dee River
  SC 42188

Penobscot River
  ME 639              , .;  .

Pequabuck River
  CT 515

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                            Receiving Water Index
Peters Brook
  NH 1341

Peters Creek
  SC 37826

Peyton Slough
  CA 6165

Pickens Creek
  MS 26140

Pinyon Basin
  ID  26468

Platte River
  NE 647     NE 1210

Pleasant Run Creek
 (Bailey Branch)
  IN 3573

Pocalla Creek
  SC 24554

Pond Creek
  AL 213     AL 3891

Port Gardner Bay
  WA 621

Port Valdez
  AK 23248

Potomac River
  MD 2429

Poythress Run
  VA 5291

Providence River
  RI 21610

Puget Sound
  WA 1040    WA 21954

Quinebaug River
  MA 3361
NE 26565
 Quinnipiac River
  CT 2437    CT 1708

 Raccoon Creek
  NJ 5240  OH 965

 Red Dog Creek
  AK 38652

 Red River
  ND '24368

 Red Wine Creek
  GA 1791

 Redoubt Bay
  AK 396

 Riley Creek
  ID 800

 Rio Cibuco
  PR 23451

 River Des Peres
  MD 370

 Roanoke River
  NC 23710

 Rock Creek
  TX 9105

 Rock River
  IL 3794

Rockfish Creek
  NC 3450

Rollins Brook
  NH 21148

Saco River
  ME 1406

St.  Johns Creek
  IN 45284
                                     10

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                            Receiving Water Index
St. Johns River
  FL 37869               \..-_

St. Vrain Creek
  CO 1121    CO 36897

Salem River
  NJ 4308

Salmon Falls River
  NH 469

Salt Creek
  NE 701  .    .

San Gabriel River
  CA 57177            \ .•.,..-;•

San Jacinto River    •
  TX 2933    TX 3531   IX  77593

San Joaquin River
  CA 4464    CA 4839

San Miguel Creek
  NM 28100

San Pablo Bay
  CA 5096    CA 5134

Sand Creek                       '
  CO 1147         ,

Sand Run - South Fork
  MD 55182

Sanders Branch
  SC 1830

Savannah River
  GA 2071    GA 2160   GA  2356
  i3A 3646    GA 4332

Schuylkill River
  PA 11371

Scidto River
  OH 6327
Scroggin Branch
  MD 1121          ;

Second Creek
  IL 3115              ..-•.-

Seneca River/Barge Cainal
  NY:1228

Shades Creek
  AL 46370

Sheboygan River
  WI.1309

Shoal Creek
  IN 1473

Short Creek
  MQ 2411

Silver Creek
  IN 2666

Siirpson's Pond
  OR 1112

Sinclair Inlet     .., /        ;
  WA 2062    .

Sinking Creek
  IN 1899                ',

Skunk River, •', South      ,    •  ,
  IA 6300104 IA 8503102 'l

Snake River
  ID 1163    ID 957     OR 2402

Snohomish River
  WA 24538

Socastee Swaitp
  SC 2780    '-'.,           ;

South River
  VA 2160 ;           ;        '.
                                     11

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                            Receiving Water Index
 South Platte River
   CA 1121   CO 41351

 Spokane River
   WA 825

 Spring Creek -  Logan  Branch
   PA 9202   W 1261

 Squaw Creek
   EL 24074

 State Industrial Canal
   UT 507

 Stono River
   SC 37770

 Sugar Creek
   TN 1619

 Sugar River
   NH 1279

 Superior  Bay
  WI 2798

 Susquehanna River
   PA 8419   PA 8885    PA 9300

 Tallahala Creek
  MS 3042

 Taunton River
  MA 1554   MA 26735

Taylor River
 NH  21172

 Ten Mile  Creek
   CO 248

 Tennessee River
  AL 108     AL 3891    AL 22314
  Ktf 3484    KY 3514    Kf 3603
  XX 3701   TN 1465

Tennessee River, Betty Rye Branch
  AL 302
Tennessee River, Watts Bar Erribayment
  TN 1457

Teutsch Ditch
  IN 639                      .'•>

Three Mile River       ,
  MA 26646

Tibbey Creek
  MS 1783

Timothy Creek
  SC 38555

Tobyhanna Creek
  PA 10987

Toiribigbee River
  MS 2232                ';

Toms River
  NJ 4120

Town Creek
  K¥ 73237   MS 1783    TN 27715

Treasure Valley Creek
  PR 23329

Trent River
  NC 7285

Trout Brook
  MA 22225             ,    .

Truax Creek
  OR 1112

Turkey Creek
  FL 34690   MO 2411

Turkey Run
  WV 5533

Turtle Creek
  PA 5444
                                     12

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                            Receiving Water Index
Tuscarora Creek
  MD 2429

Twelve-Wile Creek
  SC 302

Twitty's Creek
  VA 50822

Tyronza River
  AR 36544

U-Crest Ditch
  NY 1210

Unalaska Bay
  AK 680     AK 27511

Utah lake
  OT 361

Village Creek
  AL 4014    AL 29378

Wabash River
  IN 1414    IN 2861

Walker Creek
  AR 680

Wando River
  SC 33022

Wass Brook
  MA 442

Wateree River
  SC 38121

Waukegan Harbor
  IL 2267

Websters Creek
  MD 94

West Branch of Nesheminy Creek
  PA 11894
West Papillon Creek
  NE 507

West Pipestone Creek
  SD 299

Whale Branch
  SC 914

White Creek
  AK 35165

White River
  IN 2887               ;

Whitewater River
  IN 1929

Wigwam Brook
  NJ 29327

Willamette River
  OR 566     OR 1074    OR 1597
  OR 30589   OR 2021857

Will's Gut
  VA 3433

Wilson Creek;
  ME 22985                  ';•

Wilson River
  OR 141

Winnepesaukee River
  NH 1023

Wisconsin River
  WI 2810    WI 3620    WI 37991

Wolf River
  TN 442          ,..-••

Wolf River Channel
  IN 27

Wcxd Creek
  VA 3654
                                     13

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                            Receiving Water Index
Woodbridge Creek
  NJ 3867

Yadkin River
  NC 5266

Yalotusha River
  MS 671

Yazoo River
  MS 191     MS 574

Yellowstone River
  MT 248     MT 477
                                     14

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