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
-------
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
-------
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
-------
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
-------
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
-------
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.
-------
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
-------
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
-------
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
-------
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
-------
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
-------
-------
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
-------
-------
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
-------
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.
-------
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.
-------
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.
-------
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
: ;•'-..••..'-• .•••..;•.-.•••.-
-------
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> ' "•-•- ,-' .
"""'"';-""" "" '- :"""" ' : '••' •"•:"-••'
.», . •. • •
, ' ' - • ' •
..':.'-
•
', - •
t - •-'"," .
:
- :•. .-• ; • .
• ,r
• — •
*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
)
)
)
)
. "
. t
. "
. n
. "
coitp
"
it
arab
coinp
: continuous '
q/d
n
n
n
n
n
n
n
ii-
it
n
it
n
n
n
n '
n
n
It
n
(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)
n y
n \
n \
n \
n \
it \ .
n \
n \
it \
n \
n \
it \
n \
n \
." \
it \
" )
n \
:2/m
:l/y
• n
. n
. n
. "
. " "' '
. "
. n
. "
. tt
.! n
. n
. "
.' n
. n
'•* . n -'
. "
. "
- .. n
arab
n
• n '; .
n
n
n
it
n
it
it
n
n
n
-,. „ , .
n
n
n
n
n
n
-------
: 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
n
n
,n
n,
n
n
n
n
n
n
n
n
n
n
n
n
n
n
it
n
n
n
n
n
n
n
n
n ;' :
n
n
n
n
n
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
Ib/d)
n \
n \
" )
n \
n \
n \
" ' )
• " ' )
n \
n \
n \
n \
'it \
n \
n y
n \
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it y
n \
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n \
" A
n \
n \
it \
n y
n \
n V
n \
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" )
n \
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it \
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100% effluent
shrimp & fathead
:l/y
. n
• "
.n
. n .
. n
• n
. "
. "•
. "
. "
. "
. n
• "
. "
. "
. "
. n
. "
. n
. »
• n
. "
. "
. "
. n
• . n
. n
. n
. "
. n
. n •
S ' • •
. • n
. "
. "
. n
» n
. n
. "
. *>
, it
airab .' -
n ,
n
n
n
n
n
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it
n
it
n
n
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' "• ,- ' .
n
it
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it
, n
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•-., ir - •..
: It
.11
n
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it
" ' ':
n
-------
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 \
n \
n \
it \
n \
" )
" \
it j
n \
" V
n ^
n \
n . V
n \
n \
ft \
n )
n \
n \
" )
n ^
" )
it )
" \
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
" ."'• ".
". ,. • «,,•:"•
n n.
n
n
it
n
n
n
n
n
arab
1/m
n
. n :
n
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.)
-------
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.
-------
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. •'->-. * •• ; ;
-------
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.
-------
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; •
-------
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
-------
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.
-------
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
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• • . , ' . -• - - - .
. n it -.
.n n
1 . it n
. n n
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.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.: •
-------
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 : * •- —
-------
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. • ; .
-------
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
; :l/q "
•1/m "
: 1/q "
j I/a n
.n n
. n it
..•'.. sl/m •**
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
: - - ' • ' '•••'.
• . •'-
1/q Grab
in n
w n
•
OT n
'
1/m "
n n
n n
n n
1/q Grab
l/m24hrConp
1/m Grab
1/q "
it n
n n
it it , ...
_
it n
n it
1/m "
B - ... It • '
1/q "
n n
n n
jL,/w2 4hrComD
• it n
1/q Grab
" 24hrConiD
1/m »
1/w Instant
" Grab
n n
" 24hrComD
1/q Instant
" Grab
tt n
" Instant
" Grab
-------
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
. n n
• .. ' • • - i. n n
-------
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)
L/q Grab
n n.
It HI
n n
it n
it n
it n
n n
n n
n n
n 11
n n
n tt
n - n
n n
n n
n "
it n
n n
it n
it n
n n ,
n n
n n
n n
n it
n n
it n
it , n
n n
m n
n it
it it
w ",
tt it
n n
tt it
1/w "
l/q24hrComp
n n
n n
n n
1/q Instant
i " Grab
-------
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)
n
n
tt
n
n
n
it
it
n
n
n
ii
n
n
ii
n
n
n
n
n
it
n
n
n
n
ii
n
n
n
n
n
n
n
n,
n
n
n
n
n
n
n
-it
n
n
n
n
- • -• ••
' • '
- i
.
(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 " ***
ii n
n n
n ii
L/w ' ":
I/a "
n n
n n
n n
it n
1/q arab
n , n . ,
n it
n it
n n
n it
ii "
n it
n n
n n
n n
n n
n n
n n
n ii
it n
n n
n n
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r '
n n
n it
n , it
n n
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" 24-hr conro
1/w "
n n
1 /q arab
n n
n n
n n
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it ii • .- -.
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.11 ;' It , .
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1/w arab
not effective until March 31, 1989.
-------
- 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
.- - . ,•/
1
- ." - • • ' • .
- .-.- •• , • •
:
•
- . •".'"-
2. .005, 006
•
•
003.004
"
5)
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-
-
007 monitor only '
.. : .-..•- « , ..... ' ' / •
:.•'.-' " .' • • •' -' ". '. "' . •" "• '
..,_.... n ...,,.• • -•
monitor only
n . • - -•'...-'.
" - - " •- •..:•'.-''•-.
' '• " '"•' :•.-.- •" • ". .- ' •'•-- .-••'•- ,: . ,.
It • ...-.•.'
II . , . .•--..
n , : • •'. ••-. • • - • v
' ' ,'•'''•
° ' .«, . .'''.-.'... • -
1/q instant.
'' arab
n n
n n
1/q instant.
arab
n n
ii ii
ii . n
n .:':_ n
n n
• • ' ~" ' '••
* 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
. 5
•
-.I/a
: ™
j
.. j. : —
•'
Grab
n
24hrComo.
n
n
n
Grab
Grab
. then I/a
Grab
n '
n
ii '
n
n
n
n
n
n
n
n
n
n
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
. ^ • . •
tt
. "
• ' •
' •" '•-••••• i -.' .
- - •-
(0.0011 ma/1 max)
(0.161 " )
(0.0041 " )
(0.0041 " )
(0.0041 " )
(0.0041 " )
(0.0041 " )
(0.0041 ".. )
(0.0041 •'" )
(0.0041 " )
(0.0041 " )
(1.329 no/1 max)
• .
1/q Grab
it n
n n
n n
n li
n n
n n
n it
n n
n n v
," !».;-.
n n
n n
n n
n n
n n
n n
n n
i
n it
n it
it n
•
n n
n it
n , it
n n
n ••• n
n n
n n
n n
n n
l/w24hrComp
1/q Grab
n n
n n
n n
n n
n it
n n
it n
n n
n n
n n
n n .
" 24hrComp
1/w "
1/q Grab
" 24hrComp
n n
1/q Grab
-------
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/
:
'm instant
^g grab
'm comp
n
" M • •
It
M
H
..."'.
'q "
'm grab
'm instant
grab
, ,"
-. . , n
m "
*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 "
-------
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
-------
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.
-------
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
- - - :- . .
• •'. • •. •'..-'.• -,- .
•• • • - •-.-
-------
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
-------
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
-------
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
-------
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
-------
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.
-------
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. :, -"" : ..
-------
-:»!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. ~~~ \ ••^:- -•'
-------
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.
-------
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
-------
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
-------
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. .
-------
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. _
-------
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
-------
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
-------
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 ;
-------
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
-------
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
-------
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
-------
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
-------
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
-------
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
-------
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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