United States	Permits Division
Environmental Protection	(EN-336)	OWEP 89-01
Agency	Washington, D.C. 20460	October 1989
VVate^
<&EPA Abstracts of
Industrial NPDES
Permits
Printed on Recycled Paper

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ABSTRACTS OF INDUSTRIAL NPDES PERMITS
James D. Gallup
Chief, Technical Support Branch
Harry M. Thron
Project 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.
112 60 Roger Bacon Drive
Reston, VA 22090
703-471-5550
703-471-6026 (FAX)
ii
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.
iii
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.
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
Eage
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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UST OF PERMITS

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ABSTRACTS OF INDUSTRIAL NPDES FEFMTIS
LIST OF PEFMCTS
- Part A -
1.
AK0000396
Cook Inlet Pipeline Company
2.
AK0000663
St. Elias Ocean Products
3.
AK0000680
Dutch Harbor Seafoods
4.
AK0000841
Tesoro Alaska Petroleum Company
5.
AK0001015
Whitney-Fidalgo Seafoods, Inc.
6.
AK0023248
Alyeska Pipeline Service Co.
7.
AK0026662
International Seafoods of Alaska
8.
AK0027511
Woodstock Die Casting
9.
AK0035165
Pacific Coast Molybdenum
10.
AK0037303
Trident Seafoods Corporation
11.
AK0038652
Cominco Alaska, Inc - Red Dog Mine
12.
AK0043206
Roranda Mining Inc.
13.
AL0000108
Amoco Chemical Co.
14.
AL0000213
Diamond Shamrock Chemicals
15.
AL0000302
Fruehauf Corporation
16.
AL0000841
Reichhold Chemicals, Inc.
17.
AL0001597
E.I. Dupont Iellemours & Co.
18.
AL0001970
ICI Americas, Inc.
19.
ALD002666
Union Carbide Corp., Linde Division
20.
AL0002801
Scott Paper Co.
21.
ALD003115
Union Camp Corporation
22.
AL0003247
Sloss Industries Corp.
23.
AL0003891
TVA-National Fertilizer Development Center
24.
AL0022314
Mead Paper
25.
AL0026328
Kerr MoGee Corporation
26.
AL0029378
American Cast Iron Pipe Co.
27.
AL0046370
Allied Products Co./Grayhill-Nunnaly Mine
28.
AL0054704
General Electric Ccnpany
29.
AL0055239
Gulf States Steel, Inc.
30.
AR0000582
Alcoa
31.
AR0000680
Great Lakes Chemical Corporation
32.
AR0001147
Arkansas Power & Light Co.


(Lake Catherine Power Station)
33.
AR0001449
Teletype Corporation
34.
AR0036544
Union Carbide Corporation
35.
AR0037770
CPS Chemical Co., Inc.
36.
AZ0022144
Energy Fuels Nuclear
1

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List of Permits
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
CA0004111
CA0004464
CA0004839
CA0005096
CA0005134
CA0006165
CA0029491
CA0055115
CA0057177
CA0081787
Aerojet-General Corp.
J & M Pipe Co.
Lihbey-Owens-Ford Co.
Pacific Refining Co.
Chevron USA
Chevron Chemical Co.
General Chemical Corp.
Stauffer Chemical Co.
Siguetics Corp.
Golden West Refining Co.
Fewerine Oil Co.
Mar ley Cooling Tcwer Co.
47.
CO
0000248
AMAX, Inc.
48.
CD
0000591
Res-ASARCO
49.
CO
0001121
Public Service Company of Colorado
50.
CO
0001147
Conoco, Inc.
51.
CO
0032158
Eastman Kodak Co.
52.
00
0033537
Coors Porcelain Co.
53.
CO
0035394
AMAX, Inc.
54.
CO
0036897
I EM Corporation
55.
CO
0041351
Western Sugar Co.
56.
00
0041360
Western Sugar Co.
57.	CT0000515	O.Z./Gedney Canpany
58.	CT0001007	Robertshaw Controls Ccnpany
59.	CT0001457	Whyco Chromium Ccnpany, Inc.
60.	CT0001708	General Electric
61.	CT0002101	William Prym, Inc.
62.	CT0002437	Wallace Silversmiths, Inc.
63.	CT0003671	Waterfcury Buckle Co.
64. DE0000051
E.I. DuPorrt - Edge Moor
65.	FL0001040	Uhion Camp Corp.
66.	FL0002488	Monsanto Textiles Co.
67.	FL0002593	America-Cyanamid Co. Fiber Division
68.	F10002771	Cleaners Hanger Co.
69.	FL0034690	Heirris Corporation, Semiconductor Division
70.	FL0037338	RCA Corporation
71.	FL0037869	St. Johns River Fewer Park
72.	FL0037923	Chloride Inc. - Metals Division
2

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List of Permits
73.	GA0000124	Tifton Aluminum
74.	GA0000329	Goodyear Tire & Rubber Cctrpany
75.	GA0000507	William L. Bonnell Company, Inc.
76.	GA0001201	Great Southern Paper Go.
77.	GA0001619	Merck and Co.
78.	GA0001791	Oiioopee
79.	GA0002071	Columbia Nitrogen Corporation
80.	GA0002160	DSM Chemicals Augusta, Inc.
81.	GA0002356	Columbia Nitrogen Corporation
82.	GA0003646	Kemira, Inc.
83.	GA0003778	Forstmann & Ccnpany, Inc.
84.	GA0004120	Georgia Pcwer Ccxnpany
85.	GA0004332	Amoco Oil Co.
86.	GA0024104	Fieldcrest Cannon, Inc.
87.	GA0026735	Amercord, Inc.
88.	GA0049336	Procter & Gamble Cellulose Ocinpany
89.	HE0000191
90.	HI0000281
91.	HI0021059
Hilo Coast Processing Co.
C & H Sugar Co.
Marine Culture Enterprises
92.
IA0000191
Quantum Chemical Corporation
93.
IA0002089
Oscar Mayer Food Corp.
94.
IA0003387
Chevron Chemical Co.
95.
IA0003522
Hawkeye Chemical Co.
96.
IA0003611
Icwa-Illinois Gas & Electric Co


Riverside Generation Plant
97.
IA0003620
AEM Com Sweeteners
98.	ID0000167
99.	ID0000809
100.	ID0000892
101.	ID0000957
102.	ID0001163
103.	ID0001180
104.	ID0025259
105.	ID0026468
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
106.	IL0000744
107.	IL0001244
108.	IL0001350
109.	IL0001384
110.	IL0001414
111.	IL0001724
Cablec Corp.
Clark Oil and Refining Corp.
Borden, Inc.
T.ibbey-Owens-Ford, Glass, Inc.
Caterpillar Tractor Co.
American Nickeloid Ccnpary
3

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List of Permits
112.
IL0001767
ETI Explosives Technologies International,


Inc.
113.
IL0001830
Caterpillar Tractor Co.
114.
IL0002267
Outboard Marine Corp. 115.
115.
ILD002356
Revere Copper and Brass, Inc.
116.
IL0002453
Stepan Chemical Co.
117.
IL0002691
U.S. Steel - South Works
118.
IL0002861
Mobil Oil Corporation
119.
IL0003115
Del Monte
120.
IL0003140
Minnesota Mining and Manufacturing Co.
121.
IL0003417
Del Monte Corp.
122.
IL0003794
Northwestern Steel and Wire
123.
IL0004219
Texaco, Inc.
124.
IL0024074
Travenol Labs
125.
IL0033863
Allied Corp. - Woodstock
126.
IL0034622
Reichhold Chemicals, inc.
127.
IN0000027
American Maize Products Company
128.
IN0000108
Amoco Oil Co.
129.
IN0000116
Michigan City Generating Station
130.
IN0000205
IHV Steel Company, Inc.
131.
IN0000329
E.I. DuPont de Nemours and Co.
132.
IN0000639
Universal Tool and Stanping
133.
IN0000655
ITT Aerospace Optical Division
134.
IN0001350
Container Corporation of America
135.
IN0001414
Flexel, Inc.
136.
IN0001929
Dana Corporation, Perfect Circle Division
137.
IN0002666
Moser Leather Company, Inc.
138.
IN0002861
Eli Lilly & Co., Tippecanoe Labs
139.
IN0002887
Indianapolis Power & Light Co.
140.
IN0003573
GM Corp. - Central Foundry Div.
141.
IN0003581
Pfizer, Inc.
142.
IN0045284
Allegheny Indium Steel Corp.
143.
IN0054267
Northern Coal Company, Inc.
144.
KY0001431
M & T Chemicals
145.
KY0002119
01 in Corporation
146.
KY0002780
Stauffer Chemical Company
147.
IW0003484
B.F. Goodrich Chemical Co.
148.
KY0003514
Air Products and Chemicals, Inc.
149.
KY0003603
Pennwalt Corporation
150.
KK0003701
GAF Corporation
151.
KV0003778
National Standard Company
152.
KK0003786
USM Corporation, Rivet Division
153.
K¥0064645
Kentucky Agricultural Energy Corporation
154.
KY0073237
ARMOO Const.
A

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List of Permits
155.
156.
157.
158.
159.
160.
161.
162.
163.
164.
165.
166.
167.
168.
169.
170.
171.
172.
173.
174.
175.
IA0000060
IA0000761
IA0000841
IA0000868
IA0000892
IA0000914
IA0002771
IA0003115
IA0003191
1A0003280
IA0003441
IA0003689
IA0003824
IA0003905
LA0004464
IA0004740
IA0005291
IA0005479
IA0005487
IA0005606
IA0005851
176.	1A0041718
177.	IA0049492
178.	IA0051942
179.	IA0051993
180.	IA0054828
181.	IA0059846
182.	1A0059901
Arondale Shipyards, Inc.
PPG Industries, Inc.
Exxon Chemicals Americas
Westvaco 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 Pcwer 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 Caipany
183.	MA0000442	Polysar, Inc. - Resins Division
184.	MA0001414	Raytheon company
185.	MA0001554	F.B. Rogers Silver Ocnpany, Inc.
186.	MA0001571	Columbia Manufacturing Co.
187.	MA0002151	Worcester Tool and Stanping Co., Inc.
188.	MA0003077	Nye's JapEnameLac, Inc.
189.	MA0003361	American Optical Corp.
190.	MA0004600	Reliable Electroplating, inc.
191.	MA0022225	Exxon Company, USA
192.	MA0026646	Princess House
193.	MA0026735	C.G. Manufacturing, Inc.
194.	MA0103128	Massachusetts Water Resources Authority
5

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List of Permits
195.	MD0000094	Delmarva Power and Light Co.
196.	MD0000311	W.R. Grace & Co., Davison Chemical Div.
197.	MD0000345	Nuodex, Inc.
198.	MD0000981	Eastern Stainless Corp.
199.	MD0001155	General Electric Co.
200.	MD0001252	Mobay Corp. - PEM00 Products
201.	MD0001261	SCM Chemicals, Inc.
202.	MD0001279	SCM Glidco Organics Corp.
203.	MD0002429	Eastalco Aluminum Co.
204.	MD0002658	Potomac Electric Fewer Co.
205.	MD0003247	Eastern Shore Rendering Cctnpany
206.	MD0054321	Baltimore Gas & Electric Co.
207.	MD0055182	MettiJci Coal Corp.
208.	ME0000639	LCP Chemicals and Plastics
209.	ME0001406	Maremont Corp., Saco Defense
210.	ME0002216	A.E. Staley Manufacturing Co.
211.	ME0022985	Watts Fluidair, Inc.
212.
MD
0000281
213.
MD
0000370
214.
MD
0001121
215.
MD
0001881
216.
MD
0002411
217.
MD
0002534
218.
MD
0004782

MD
0004863
219.
MD
0093521
St. Joe Lead Ccnpany
Carondelet Coke Corp.
ASAR00, Inc.
Frank R. Milliken Mine
Vickers Corp.
National Starch & Chemical Corp.
McDonnell Douglas Corp.
U.S. Department of Energy
Loxcreen Conpany
220.
MS0000191
International Paper Co. (Vicksburg)
221.
MS0000213
International Paper Co. (Natchez)
222.
MS0000574
MS Chemical Corp.
223.
MS0000671
Textron, Inc.
224.
MS0001775
Morton Thiokol, Inc.
225.
MS0001783
Bryan Food
226.
MS0001970
Vista Polymers
227.
MS0002020
Sterling Drug, Ire.
228.
MS0002232
Kerr-McGee Chemical Corp.
229.
MS0002925
Mississippi Power Co., Jack Watson Plant
230.
MS0002941
Georgia-Pacific Corp.
231.
MS0003042
Masonite Corp.
232.
MS0003212
Corhart Refractories Corp.
233.
MS0026140
r&r Processors, Inc.
234.
MS0027995
Cedar Chemical Corp.
6

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List of Permits
235.	MS0028258
236.	MS0031704
Southern Miss. Electric Fewer Assoc.,
Purvis Statical
Leaf River Forest Products, Inc.
237.	MT0000035
238.	MT0000248
239.	MT0000447
240.	MT0026336
Stone container Corp.
Holly Sugar Co.
Exxon Company, USA
Frontier Metals
241.	NC0000892	Chembond Corporation
242.	NC0003450	J. P. Stevens and Company, Inc.
243.	NC0003522	West Point-Pepperell, Inc.
244.	NC0004243	American Thread Co.
245.	NC0004260	Precision Seals, Inc.
246.	NC0004952	Celanese Fiber Inc.
247.	NC0005266	Abitibi-Prioe Corporation
248.	NC0006548	Wayne Poultry
249.	NC0007285	Barbour Boat Works, Inc.
250.	NC0023710	Penn Elastic Co.
251.	NC0024350	City Gas & Transmission
252.	NC0035661	North State Knitting Co.
253.	NC0042501	Triad Terminal Company
254.	NC0051161	Plantation Pipe Line Company
255.	NC0058297	Cogentrix Company
256.	NC0068004	Wilmington Shipyards, Inc.
257.	NC0072648	Gant Oil Co.
258.	ND0000248 Amoco Oil Co.
259.	ND0000370 Minnkota Pcwer Cooperative Inc.
Square Butte Electric Cooperative
260.	ND0024368 Minn-Dak Farmers Cooperative
261.	NE0000019	Petersen Manufacturing Company
262.	NE0000060	Phillips Chemical Company
263.	NE0000507	AT&T Technologies, Inc.
264.	NE0000647	Behlen Manufacturing Co.
265.	NE0000701	Dorsey Laboratories
266.	NE0001210	Monroe Auto Equipment Co.
267.	NE0026565	Valnont Industries, Inc.
268.	NH0000396
269.	NH0000469
270.	NH0001023
Mohawk Associates, Inc.
Spaulding Fiber Co.
Arwood Corporation
7

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List of Permits
271.	NH0001279
272.	NH0001325
273.	NH0001341
274.	NH0021148
275.	NH0021172
276.	NH0021229
Dartmouth Woolen Mills
GTE Sylvania, Inc.
General Electric Ocrpany
Janco Incorporated
Enviro Systems, Inc.
American Metal Fabricators,
Inc.
277.
NJ0000540
Ciba-Geigy Corp.
278.
NJ0000787
Octagon Process, Inc.
279.
NJ0000957
Colgate Palmolive Canpany
280.
NJ0002640
E.I. DuPont
281.
NJ0002666
Carter-Wallace
282.
NJ0003166
Allied Corporation, Industrial Chemical Div
283.
NJ0003867
C.P. Chemicals, Inc.
284.
NJ0004006
J.T. Baker Chemical Co.
285.
NJ0004120
Ciba-Geigy Corp.
286.
NJ0004286
B.F. Goodrich Chemical Group
287.
NJ0004308
Richman Ice Cream Co.
288.
NJ0004391
Tenneco Polymers, Inc.
289.
NJ0004952
Hoffman-LaRoche, Inc.
290.
NJ0005100
E.I. DuPont-Deepwater
291.
NJ0005240
Rollins Environmental Services
292.
NJ0005746
Mineral Recovery, Inc.
293.
NJ0029327
Peerless Tube Co.
294.
NJ0030406
Tcaanah Products
295. NM0028100 Chevron Resources Canpany
296.
NY0000345
FMC Corp.
297.
NY0001228
Phillips EOS, Inc.
298.
NY0001732
Alcoa
299.
NY0007048
General Electric
300.
NY0007269
Burrws Paper Co.
301.	OH0000493
302.	0H0000523
303.	OH0000965
304.	0H0003051
305.	0H0005142
306.	0H0006327
307.	OH0009261
SCM Corporation (Plant #2)
SCM Corporation (Plant #1)
Whirlpool Corp., Clyde
Imperial Clevite
Magic Chef, Inc.
E.I. DuPont - Circleville
Dayton Fewer and Light Co.,
O.H. Hutdhings Station
8

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List of Permits
308.	OK0000191
309.	OK0001031
310.	OK0001643
311.	OK0002429
312.	OK0034321
Sequoyah Fuels Corporation
Conoco Chemical Co.
Fansteel Metals
Public Service Company of Oklahoma, Riverside
Fewer Station
Fort Hcward Paper Ccnpany
313.	OR0000060	Reynolds Metals Company
314.	OR0000141	Tillamook County Creamery Assoc.
315.	OR0000221	International Paper Co.
316.	OR0000515	Weyerhaeuser Co., Springfield
317.	OR0000566	Smurfit Newspring Corp.
318.	OR0001074	Pope and Talbot Pulp, Inc.
319.	OR0001112	Teledyne Industries, Inc.
320.	OR0001589	Tektronix
321.	OR0001597	Pennwalt Corp.
322.	OR0001627	Nickel Mountain Resources Co.
323.	OR0001635	Chevron Chemical Co.
324.	OR0001708	Northwest Aluminum Co.
325.	OR0002402	Ore-ida Foods, Inc.
326.	OR0002542	Weyerhaeuser Co., Klamath Falls
327.	OR0030589	Wacker Sittronic Corp.
328.	OR0030929	Intel Corp.
329.	OR2021857	Chembond Corp.
330.	PA0005444	Westinghouse Electric Co.
331.	PA0008419	Merck and Company, Inc.
332.	PA0008800	Westfield Tanning Ccnpany
333.	PA0008885	Procter & Gamble Paper Prod.
334.	PA0009202	Cerro Metal Products
335.	PA0009300	Howes leather Co.
336.	PA0010987	Tobyhanna Army Depot
337.	PA0011100	AT&T Technologies, Inc.
338.	PA0011371	Baldwin Hardware Manufacturing Corp.
339.	PA0011894	American Olean Tile Company, Inc.
340.	PA0012637	BP Oil
341.	PA0044920	Lehighton Electronics, Inc.
342.	H*0021407
343.	PR0023329
344.	IR0023451
Syntex (F.P.) Inc.
Caribbean Refrescos
Warner-Lambert, Inc.
345.	RI0001139
346.	RI0001180
Bostitch-Stanley
GTE Products Co.
9

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List of Permits
347.	RI0021539
348.	RI0021610
349.	SC0000302
350.	SC0000914
351.	SC0001015
352.	SC0001180
353.	SC0001333
354.	SC0001368
355.	SC0001473
356.	SC0001490
357.	SC0001830
358.	SC0001848
359.	SC0001856
360.	SC0001872
361.	SC0002151
362.	SC0002453
363.	SC0002780
364.	SC0002798
365.	SC0003255
366.	SC0003441
367.	SC0004286
368.	SC0024554
369.	SC0026506
370.	SC0033022
371.	SC0037770
372.	SC0037826
373.	SC0038121
374.	SC0038148
375.	SC0038555
376.	SC0040517
377.	SC0042188
378. SD0000299
379.	TN0000264
380.	TN0000442
381.	TN0001457
382.	TN0001465
383.	TN0001473
384.	3N0001619
385.	TN0001759
386.	TN0001899
387.	TN0002330
388.	TN0002461
Robert E. Derecktor of Rhode Island
Aqua Kleen Inc.
BASF Fibers
Venture Chemicals
Bcwater Carolina Co.
Ethyl Corp.
Carolina Eastman Company
Cone Mills Corporation
Union Carbide/Linden Division
Peeves Brothers/Bishopville
Finishing Plant
Westinghouse Electric Corp., Micarta Div.
Westinghouse Electric Corp., Nuclear Fuel Div.
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.
USGS EROS Data Center
Consolidated Aluminum Corp.
Alpha Resins Corporation
Union Carbide Corporation
E.I. DuPont - New Johnsorr/ille
Murray Ohio Manf.
Rhone-Poulenc, Inc.
Asarco, Inc. - Immel Mine
Ball Corp., Zinc Products Division
Holliston, Inc.
01 in Cop.
10

-------
List of Permits
389.	TN0002640
390.	IN0003425
391.	1N0027677
392.	1N0027715
393.	TN0029378
Tennessee Eastman Co.
Stauffer Chemical Co.
Asaroo, Inc. - Young Mill
Rayovac Materials Division
Stauffer Chemical Co.
394.	TX0000086
395.	1X0003531
396.	TX0003573
397.
398.
399.
400.
401.
402.
403.
404.
405.
406.
407.
408.
409.
410.
411.
412.
413.
TX0003654
TX0003948
1X0004227
TX0005576
1X0006271
1X0007021
TX0007439
1X0007862
1X0008761
1X0008907
1X0009105
1X0052825
1X0055107
1X0064912
1X0077593
1X0091855
1X0094498
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
Ccmioo American, Inc.
Pennwalt Corporation
Stroh Brewery
Hoffman - la Roche
Syngas Co.
CHEMIANK
Uranium Resources, Inc.
414.	UT0000507	Phillips Petroleum Co., Woods Cross Refinery
415.	UT0000531	Eastman Christian, inc.
416.
VA0001015
Appalachian Fewer Co.
417.
VA0001295
Westpoint Pepperell
418.
VA0001660
U.S. Gypsum Ccnpany
419.
VA0002160
E.I. DuPont de Nemours & Co., Inc.
420.
VA0003051
Virginia Dyeing and Finishing Corporation
421.
VA0003433
Hercules, Inc.
422.
VA0003654
BASF Corp. - Fibers 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

-------
List of Permits
429.
VA0026557
Fhillip Morris, Park 500 Division
430.
VA0050822
J.P. Stevens & Co., Inc.
431.
WA0000078
Longview Fiber Co.
432.
WA0000230
Pendleton Woolen Mills
433.
WA0000264
Boise Cascade Corp.
434.
WA0000281
Kalama Chemicals, Inc.
435.
WA0000299
ALCOA, Vancouver Works
436.
WA0000540
Commonwealth Aluminum Co.
437.
WA0000621
Scott Paper Co.
438.
WA0000680
Alcoa
439.
WA0000809
Weyerhaeuser Corp.
440.
WA0000825
Inland Empire Paper Co.
441.
WA0000931
Kaiser Aluminum and Chemical Corp
442.
WA0001040
Boise Cascade Corp.
443.
WA0001091
Georgia-Pacific
444.
WA0002062
Puget Sound Naval Shipyard
445.
WA0003000
Weyerhaeuser Corp.
446.
WA0021954
Dept. of Defense - Fort Lewis
447.
WA0025721
Dawn Mining Co.
448.
WA0030899
Marine Power & Equipment Co., Inc.
449.
WA0037265
Occidental Chemical Corp.
450.	WI0001309	Kohler Co.
451.	WI0002798	Superior Fiber Products, Inc.
452.	WI0002810	Nekoosa Packaging Corp.
453.	WI0003620	Nekoosa Papers, Inc.
454.	WI0037991	Consolidated Papers, Inc.
455.	WI0043583	Wisconsin Electric Fewer Co.
456.	WI0054500	Metal lies, Inc.
457.
WV0000116
Guyan Machinery
458.
WV0000779
Kaiser Aluminum
459.
WV0000787
American Cynairiid
460.
WV0000868
Monsanto
461.
WV0001261
Kellwood Co.
462.
WV0001805
Quaker State Oil
463.
W70002542
Allied Chemical Corp.
464.
WV0004405
L.C.P. Chemicals
465.
WV0004626
Quaker State
466.
WV0005169
Mobay Chemical Corp.
467.
WV0005533
3M Company
468.
WV0023281
Wheeling Pittsburgh Steel Corp
12

-------
List of Permits
469.
WY0000442
470.
WY0001546
471.
WY0003115
472.
WY0025950
473.
WY0032590
Frontier Oil & Refining Co.
Star Valley Cheese
Pacifioorp
Pathfinder Mines Corp.
Union Pacific Railroad Co.
13

-------
LIST OF COMPANIES

-------
ABSTRACTS OF INDUSTRIAL NFDES PEFMTIS
LIST OF OCMPANIES
- Part 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.
AEM 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
Airoo Carbon, Inc.
SC 38555
Alcoa
AR 582 NY 1732 WA 299
WA 680
Allegheny Indium Steel Oorp
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 00 35394
Ameroord, Inc.
GA 26735
American Cast Iron Pipe Co.
AL 29378
American Cyanamid Co.
FL 2593 WV 787
American Maize Products Ccnpany
IN 27
American Metal Fabricators, Inc.
NH 21229
1

-------
List of Companies
American Nickeloid Co.
IL 1724
American Olean Tile Co., Inc.
PA 11894
American Optical Corporation
MA 3361
American Thread 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.
RI 21610
Arkansas Power & Light Co.
AR 1147
Armco Const.
KiT 73237
Arwood Corporation
NH 1023
Asarco, Inc.
CO 591 M0 1121 IN 1759
TN 27677
AVM
SC 1872
Avondale Shipyards, Inc.
IA 60
BASF Corp. - Fibers Div.
SC 302 VA 3654
B. F. Goodrich Chemical Co.
KY 3484 IA 59846 NJ 4286
:	Baboock & 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
•
•
:	Barbcur Boat Works, inc.
:	NC 7285
•
•
:	Behlen Mfg. Co.
:	NE 647
•
•
:	Blue Takes Trout Farm
:	ID 957
•
•
:	Boise Cascade Corp.
:	WA 264 WA 1040
:	Borden Chemical A & C
IL 1350
:	Bostitch-Stanley
RI 1139
:	Bcwater Carolina Co.
SC 1015
•
:	BP Oil Co.
:	PA 12637 IA 3115
•
•
:	Braswell Shipyard, Inc.
:	SC 38148
•
•
:	Bryon Foods
:	MS 1783
•
•
:	Burlington Industries, Inc.
:	VA 4677
•
•
:	Burrows Paper Co.
NY 7269
2

-------
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
FR 23329
Carolina Eastman Co.
SC 1333
Carondelet Coke Corp.
MD 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
Chemtank
TX 91855
Chevron Chemical Co.
CA 5134 IA 3387 OR 1635
TX 3948
Chevron Refinery
CA 5134
Chevron Resources Co.
NM 28100
Chioopee
GA 0001791
Chloride Inc. - Metals Division
FL 37923
Ciba-Geigy Corp.
IA 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
Oaninco Alaska, Inc. - Red Dog Mine
AK 38652
3

-------
List of Companies
Caninco American, Inc.
TX 9105
Commonwealth Aluminum Co.
HA 540
Con Agra, Inc.
AK 27511
Cone Mills Corporation
SC 1368
Conoco Chemicals Co.
OK 1031
Conoco, Inc.
CO 1147
Consolidated Aluminum Corporation
ON 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.
LA 914
Corhart Refractories Corp.
MS 3212
Corn Products Co.
MD 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	DE 51 IN 329
IA 2771	NJ 2640 NJ 5100
CH 6327	SC 26506 TN 1465
TX 8907	VA 2160
Dutch Harbor Seafoods
AK 680
Eastalco Aluminum Co.
MD 2429
Eastern Shore Rendering Co.
MD 3247
4

-------
List of Companies
Eastern Stainless Corp.
MD 981
Eastman Kodak Co.
00 32158
Eastmen Christian, Inc.
UT 531
Eli Lilly & Co.
IN 2861
Energy Fuels Nuclear
AZ 22144
Errviro Systems, Inc.
NH 21172
Ethyl Corp.
SC 1180
EI DuFont de Nemours & Company
IN 329
En 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.
IA 3824
Flexel, Inc.
IN 1414
Forstmann & Co., Inc.
GA 3778
Fort Howard Paper Co.
OK 34321
Frank R. Milliken Mine
MD 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 Company
NC 72648
Georgia-Pacific Corp.
MS 2941 WA 1091
Georgia Power Co.
GA 4120
General Chemical Corp.
CA 5134
f^arxa-ral Electric
AL 54704 CI 1708 MD 1155
NH 1341 NY 7048
5

-------
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 Southern Paper Co.
GA 1201
GTE Products
NH 1325 RI 1180
Gulf Oil Chemicals Co.
IA 29963 TX 4839
Gulf States Utilities Co.
IA 5851
Gulf States Steel, Inc.
AL 55239
Guyan Machinery
WV 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.
NJ 4952 TX 64912
Holliston Inc.
IN 2330
Holly Sugar Oompany
MT 248
Hcwes Leather Company
PA 9300
IEM Corporation
00 36897
ICI Americas, Inc.
AL 1970
ID Fish and Game
ID 809
Imperial Clevite
OH 3051
Independent Refining Corp.
TX 7862
Indianapolis Power & Light Co.
IN 2887
Inland Empire Paper Co.
VIA 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
6

-------
List of Companies
ITT 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.
WV 1261
Kemire, Inc.
GA 3646
Kendall Company
3697
Kentucky Agricultural Energy Corp.
KX 64645
Kerr-McGee Corp.
AL 26328 MS 2232
Kohler Co.
WI 1309
LrTec oampany
SC 1473
LA Chemicals & Polymers
IA 3905
LCP Chemicals and Plastics
ME 639
T>*f River Forest Products, Inc.
MS 31704
Lehighton Electronics, Inc.
PA 44920
Lihbey-Owens-Ford
CA 4839 IL 1384
Langview Fiber Co.
WA 78
loop Inc.
IA 49492
Louisiana Chemical Polymers, Inc.
IA 3905
Louisiana Power & Light Co.
IA 3191
Loxcreen Ccttpany
MD 93521
LTV Steel Co., Inc.
IN 205
Lyondell Petrochemical Co.
TX 3531
3M Oaipany
WV 5533
MS Chemical Corp.
MS 574
M & T Chemicals
K£ 1431
Magic Chef, Inc.
GH 5142
Maremont Corporation
ME 1406
Marine Culture Enterprises
HI 21059
7

-------
List of Companies
Marine Power & Equipment Co. Inc.	:
WA 30899	:
Marley Cooling Tower Co.
CA 81787	:
Masonite Corp.	:
MS 3042	:
Massachusetts Water Resources	:
Authority	:
MA 103128	:
McDonnell Aircraft Co.	:
MD 4782	:
Mead Corporation	:
AL 22314	:
Melamie Chemicals Co.	:
IA 3441	:
Merck and Co.	:
GA 1619 PA 8419	:
Metallies, Inc.	:
WI 54500	:
Mettiki Coed Corp.	:
MD 55182	:
Michigan City Generating Station	:
IN 116	:
Mineral Recovery, Inc.	:
NJ 5746	:
Minn-Dak Farmers Cooperative	:
ND 24368	:
Minnesota Mining and Manufacturing Co. :
IL 3140	:
Minukota Power Cooperative	:
ND 370	:
Mississippi Power Co.	:
MS 2925	:
8
Mobay Chemical Corporation
MD 1252 SC 3441 WV 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.)
WV 868
Morton Uiiokol, Inc.
MS 1775
Moser Leather Ccttpany
IN 2666
Murray Ohio Manufacturing
IN 1473
Nalco Chemical Company
IX 8761
National Standard Company
Kir 3778
National starch and Chemical Corp
MD 2534
Nekoosa Papers, Inc.
WI 3620
Nekoosa Packaging Corp.
WI 2810
Newport News Shipbuilding
and Drydock Co.
VA 4804
Noranda Mining Co.
AK 43206 ID 25259

-------
List of Conpanies
Norfolk Naval Shipyard
VA 5215
North State Knitting Co.
NC 35661
Northern Coeil Company, Inc.
IN 54267
Northwest Aluminum 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.
NJ 787
Olin Corporation
KY 2119
IN 2461
Ore-Ida Foods, Inc.
OR 2402
Ormet Corporation
LA 5606
Oscar Mayer Food Corp.
IA 2089
Outboard Marine Corp.
IL 2267
Pacific Coast Molybdenum
AK 35165
Pacific Refining Co.
CA 5096
Pacifioorp
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
Fhillips Petroleum Co.
UT 507
Plantation Pipeline Co.
NC 51161
Polysar Gulf Coast
MA 442 TX 3654
Pope and Talbot Pulp, Inc.
OR 1074
9

-------
List of Ocatpanies
Fotlatch Corp.
ID 1163
Potctnac Electric Fewer 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
HA 2062
Quaker State
WV 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
FL 37338
Reeves Brothers
SC 1490
Reichhold Chemicals, Inc.
AL 841 IL 34622 TX 5576
Reliable Electroplating, Inc.
MA 4600
Res-ASAROO
CO 591
Revere Copper & Brass, Inc.
IL 2356
Reynolds Metals Co.
OR 60
Rhone-Poulenc, Inc.
TN 1619
Richman Ice Cream Co.
NJ 4308
Robert E. Derecktor of Rhode 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., Viburnum Div
MD 281
St. Johns River Power Park
FL 37869
SCM Corp.
MD 1261 MD 1279 OH 493
OH 523
10

-------
List of Companies
SDS Biotech Corp.	:
TX 7439	:
Schuylkill Metals Corp.	:
LA 4464	:
Scott Paper Co.	:
AL 2801 WA 621	:
Sea Shrimp Co.	:
IA 4740	:
Sequoyah Fuels Corp.	:
OK 191	:
Signetics Corp.	:
CA 29491	:
Sloss Industries Corp.	:
AL 3247	:
Smurfit 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	:
VT£ 1546	:
Stauffer Chemical Corp.	:
CA 6165 K£ 2780 TN 29378	:
IN 3425	:
11
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.
IN 2640
Tesoro Alaska Petroleum Co.
AK 841
Texaco, Inc.
II 4219

-------
List of Companies
Texas Utilities	:
TX 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
Tctnah 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	:
MD 4863	:
U.S. Gypsum Company	:
VA 1660
Union Camp Corporation	:
AL 3115 FL 1040 SC 38121	:
Union Carbide Corp.	:
AL 2666 AR 36544 TN 1457	:
WV 86	s
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 Stairping
IN 639
Uxranium Resources Inc.
TX 94498
USM Corporation
K£ 3786
Valmont Industries, Inc.
NE 26565
Vickers Corp.
MD 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.
FR 23451
Waste Management, Inc.
IA 54828
Waterbury Buckle Co.
CT 3671
Watts Fluidair, Inc.
ME 22985

-------
List of Companies
Wayne Poultry
NC 6548
Western Sugar Co.
00 41351 00 41360
West field Tanning Ccnpany
PA 8800
Westinghcuse Electric Corp.
SC 1848 PA 5444 SC 1830
Westpoint Pepperell
NC 3522 VA 1295
Westvaoo Corp.
LA 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
Whyco Oiroiriium Co., Inc.
CT 1457
William L. Bonnell Ccanpany
GA 507
William Prym, Inc.
CT 2101
Williamette Industries, Inc.
SC 42188
Wilmington Shipyard, Inc.
NC 68004
Wisconsin Electric Power Co.
WI 43583
Witoo Chemical Corp.
LA 5291
Wolverine Brass Works
SC 2780
Worcester Tool and Stairping Co., Inc.
MA 2151
13

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f^E»«OTTJI«Sl^MfeCnrS

-------
- Part c -
PERMIT ABSTRACTS
Fifth Edition
- October 1989

-------
AK0000396: The Cook 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 treated 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 BAT/BCT effluent guidelines for the
Petroleum Refining Category (40 CFR 419). At least twice during the first eighteen
months, two chronic toxicity tests with 100% effluent must be performed. The tests
must use either the edible mussel, Mvtilus edulis. or the Pacific oyster, Crassostrea
qjqas. 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 and 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	Final Permit
Expiration Date: October 29, 1992	Abstract Date: May 16, 1989
EFFLUENT LIMITS (FINAL)
AK0000396: Cook Inlet Pipe Line Co. - Drift River Terminal
Ojtfall	Ava./Max. Limits and Units	Monitoring
Flow
001
—/3.5 MGD
1/h gauge
Oil and Grease

7.0/9.0 ma/1
3/batch grab*
TSS

—/33
3/batch "
Aromatic Hydrocarbons

~/10 ug/1 (—/4 ma/1 **)
J/hatch "
Total Hydrocarbons

—/15
n n
pH

6.5 - 8.5
n n




















*At least three separate grabs shall be taken over the discharge period.	.—
**The 4 ma/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 bevond
the minimum discharge depth to preclude contact with the surrounding wetlands and—
tidal flats. Otherwise, the 10 ua/1 limitation applies.			

-------
AK0000663: St. Elias 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, arx3 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 BPJ using
proposed BCT (=EPT) 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 adverse water quality impacts from the seafood waste discharge.
Effective Date: September 2, 1988	Final Permit
Expiration Date: September 1, 1993	Abstract Date: May 17, 1989
EFFLUENT LIMITS (FINAL)
AK0000663: St. Elias Ocean Products, Inc.
• •

Flow : 001 :monitor onlv
continuous
Waste Particle Size* : :—/0.5 inches
***
Oty. of Raw Prod. Processed** :report
1/m
Total Residual Chlorine : .-monitor onlv (for one vear)
1/w grab
pH : :6.5-8.5
1/w
WEIGHT CP WASTE DISCHARGED NOT TO FTYCFTFT) THAT RESULTING FRCM IKE PROCESSING CF:
Salmon : :—/750.000 lb/d

Halibut : :--/100,000 "

Herrina :	 :—/?^0,000 " 	 _
Crab : / 50.000
		 _
Combined total of black cod. :—/50.000 "

clams, and scallops :































*Reduced to at least 0.5 inches prior to discharge.
**Qiantitv of raw product processed in pounds or kilograms for
each product listed below.
~~~Sampling type and/or monitoring frequency not 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. Salman 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 linalaska Bay at Outfall 001 and
Iliuliuk 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 nonoontact
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).
Noncontact cooling water is discharged directly to the bay without treatment. Permit
limits are based on BPJ of BCT=BPT guidelines. There shall be no accumulation 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 or receiving water quality
monitoring may be required. A reopener clause is included for guidelines
promulgation.
Effective Date: October 15, 1984	Final Permit
Expiration Date: October 16, 1989	Abstract Dates June 6, 1986
EFFLUENT LIMITS (FINAL)
AK0000680: Dutch Harbor Seafoods, Ltd.
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
• • •
•	•		•
Flow	:001,002*:—-/!.26 mad	:continuous
Particle Size	t 001 :1.27 cm in diameter	snot specified
Weight and/or Volume :	:report; not to exceed that which : "
of Waste	:	: results frcrr. proo.-^ln.i SC LpJ	:	
	:	s of seafood.	:		
PH :
6.5-8.5
1/m**
•
•


:


:


•
•


•
•


: :

x :

: :

:	 : :
: :

: :

: :

: 	 : :
	5	:
~Sum of both outfalls.	
~~Sample 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 has two internal monitoring locations:
Outfall 001A - 0.169 mgd nonoontact 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 air flotation unit, by
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
limitations 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 effluent
guideline limits in the Cracking Subcategory. A BMP Plan and biomonitoring
requirements are not included in the permit.
Effective Date: September 20, 1984	Final Permit
Expiration Date: September 19, 1989	Abstract Date: May 13, 1985
EFFLUENT LIMITS (FINAL)
AK0000841: Tesoro Alaska Petroleum Company
Pollutants	Outfall Avq./Max. Limits and Units
:	:	 :
Flow
001-A
report



continuous
BOD-5

72.2/134.2
lb/d
(28.2/53.6
ma/1*)
1/w camp
Oil and Grease

10/15
II
(4.0/6.0
" *)
» it
Phenols

0.51/0.85
II
(0.20/0.34
» * ^
qrab
TSS

60.S/i6.0
»»
(24.3/38.4
" *)
M
COD

400/692
It
(160/277
» *)
H «|
Ammonia, as N

14/32
II
(5.6/12.8
» M
M 11
Polynuclear Arena tic

:
Hydrocarbons

report



1/V OOTID
Sulfide

0.38/0.86
lb/d
(0.15/0.34
mg/lM
1/w crrab
Chronium, Total

1.2/2.0
II
(0.48/0.80
" *)
1/q
Chromium, Hexavalent

0.10/0.17
II
(0.04/0.07
" *)
II M
PH

6.5 - 9.0



1/w "
Flew
001-B
—/1.0
mqd


continuous
Oil and Grease

0.042/0.084
lb/1000 qal

1/w oonp
TSS

0.17/0.25
II


1/q qrab
BOD-5

0.21/0.40
II


•i »•
COD

2.0/3.9
II


II ti
Aromatic Hydrocarbons**

report



1/m "
BH

6.5 - 9.0



1/w
. n • 4 1 | »
	11. — —i
:
~Equivalent concentrations based on 0.3 mcri flow but not included in the pernltT
~*After one year of monitoring, requirement may be modified.		

-------
AK0001015: Whitney-Fidalqo Seafoods, Inc.f located in Anchorage, Alaska, operates a
facility for canning and freezing salmon and processing herring (SIC 2091). The
facility in the Canned and Preserved Seafood Category (40 ct'K 408) and there is a
single industrial discharge from Outfall 001 to Cook Inlet. Outfall 001 consists of
136,000 gpd process wastewater, 50,000 gpd ncmcontact cooling water, and 8,000 gpd
boiler feed water and the effluent generated is from the production of 100,000 pounds
of salmon per day and 70,000 pounds of herring per day. Sanitary waste (6,000 gpd) is
discharged to the municipal sewer system. All 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 no discharge of
herring carcasses and no loss of waste solids through facility floors or other means.
A schedule of compliance requires that the waste treatment and disposal system be
operational within 16 weeks of the effective date of the permit and within seven
months of the effective date, the facility must institute a waste disposal system
inspection program. Effluent limitations in the permit are based on BCP=EPT
effluent guidelines. A BMP Plan and biomanitoring requirements are not included in
the permit.
Effective Date: May 29, 1984	Final Permit
Expiration Date: May 29, 1989	Abstract Date: May 16, 1985
EFFLUENT LIMITS (FINAL)
AK0001015: Whitney-Fidalgo Seafoods, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
:
Flew : 001
report

!
:continuous
TSS :
1182/2000
kg/d
:l/w 24 hr ccmp
Oil and Grease :
500/1318
II
: " grab
Quantity of Waste (1) :
report

:continuous
Qu..r.Lty of Raw Product*:
sl/w
pH :
6.0 - 9.0

t " grab
:

Herring - Fillets :

TSS :
24/32
kg/kkg**
:
Oil and Grease t
10/27
it
i
Salmon - Mechanized :

TSS j
26/44
li
:
Oil and Grease t
11/29
II
:
Herring - Frozen Whole i
:
TSS :
1.6/2.6
it
:
Oil and Grease :
0.19/0.31
II
:
t
t
:

:
:
(l)Quantity of vraste delivered to
Seward Fisheries.

~Quantity of raw product processed in pounds or kilograms for each product
listed below.
**Or lbs/1000 Has raw material processed.

-------
AK0023248: Alveska Pipeline Service Company is the agent and operator of the Trans-
Alaska Pipeline System for the owners; Amerada Hess Pipeline Corp., ARCO Pipeline Co.,
BP Pipeline, Inc., Exxon Pipeline Co., Mobil Alaska Pipeline Co., Phillips Alaska
Pipeline Corp., SCHIO Pipeline Co., and Union Alaska Pipeline Co. The Valdez Terminal
has an onshore treatment facility to remove oil from ballast water carried by tankers
prior to discharging this water, stormwater, and other wastewater into Port
through Outfall 001. Treated (treatment unspecified) sanitary wastes are discharged
via Outfall 002. The facility is in the gh
-------
AK0026662: International Seafoods of Alaska. Inc. is based in Kodiak and processes
bottomfish, black cod, halibut, herring, salmon, and crab SIC 2092) at a daily
production rate of 650,000 lbs. The process wastewater is screened (1 mm mesh) and
the solids are barged to a designated seafood-dumping zone in Chiniak Bay. The
remaining screened effluent is discharged at a rate of 0.191 mgd to (Xitfall 001
located 36 feet below the water 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 to the municipal treatment plant. Effluent
limitations are based on a EEs! determination that the proposed BCT limitations equal
EE1 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	Final Permit
Expiration Date: September 26, 1990	Abstract Date: May 16, 1989
EFFLUENT LIMITS (FINAL)
AK0026662: International Seafoods of Alaska, Inc.
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
J1QJL
monitor only
continuous
2S£_
15,$QQ/2Q,8C>0 Ib/d (max, allowable)
l/w 24-hr coittp
Oil and Grease
£>2	
6500/17.550
(max. allowable)
arab
6.5 ~ 9,5
Settleable Solids
monitor only
24-hr comp
Quantity raw product processed
Estimated quantity of seafood
waste disposed via seafood dumping zone or reduction facility
DISCHARGE RATES (lb/1000 lb raw)
TSS
Salmon (hand butchered)
1,6/2,,6,
.0*G__
0.19/0.31
Whole crab & crab sections
3.9/12.Q
0.42/1,3
Crab meat
$. 2/1?..,
Q.61/1,8
Halibut (mechanized)
1.9/3.1
Q.56/4.3
Bottomfish (mechanized)
8.8/16.2
2.75/7.Q
Black Cod (mechanized)
8.8/16.2
11-0/29.0
Black Cod (frozen whole)
Herring (fillet, including roe
no discharge of TSS and O&G
24.0/32.0
10-0/27.0
recovery)
Herring (frozen whole
no discharge of TSS and O&G
L
J.

-------
AK0027511: ConAgra, Inc. (formerly Sea-Alaska Products) of Unalaska, Alaska, is
engaged in the processing and freezing of Alaska king crab, tanner crab, and salmon
(SIC 2091). The facility is in the Canned and Preserved Seafood Category
(40 CFH 408), and is able to process 125 tpd of king crab and 65 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 arri 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 nonoantact 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 EPJ of BCT+BPT
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., ood or pollock). Hie 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
EFFLUENT LIMITS (FINAL)
AK0027511: ConAgra, Inc.
Pollutants
Outfall
Avq./Max. Limits and Units
:

:
Flow 001,002*
:—/0.20 xttyi
:continuous
Particle Size (Diameter): 001**
:1.27 cm or less after grinding
:not specified
Weight and/or Volume of Waste
:report; not to exceed that which
:daily
•
•
:results from processina 140 tpd
:
i
tof seafood
:
pH :
:6.5-8.5
:1/m ***
•
•

•
•
:

:
:

:
:

:
:

:
*

:
ft
•

•
•
:

:
•
•

:
:

:
:

:
ft
•

t
•
•

•
•
:

•
•
:

:
:

:
UWI»U V* VWWtMAAP VVA fcU M VWfc I		
**Iiimitations applicable to process vrastes and wastewater.
~**Sample type not specified.	

-------
AK0035165: Pacific Coast Molybdenum Company is located in Southeast Alaska, 45 miles
east of KetchDcan, and is in the Ore Mining and Dressing Category (40 CER 440).
Facility operations involved the vise 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 flocculaticn. 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
industry to limit oopper, zinc, lead, mercury, and cadmium, and BCT(«BPT) guidelines
to limit TSS and pH. The company has no plans to resume work in the adits.
Biomonitoring is not required.
Effective Date: July 19, 1985	Final Permit
Expiration Date: July 18, 1990	Abstract Date: February 5, 1986
EFFLUENT LIMITS (FINAL)
AK0035165: Pacific Coast Molybdenum Company
Pollutants
Outfall
Avq./Max. Limits*and units
Monitoring
Flow
001,002
-70.288 nod
27y
TSS
20730
mq/1
1 hr oomp
Copper, Total
0.15/0.30
0.75/1.5
grab
Zinc.
Lead.
0.3/0.6
Mercury,
0.001/0.002 ~
Cadmium,
0.05/0.10
SL
6.0 - 9.0**
*Dailv average/dally 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 CFR 408). Outfall 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 sea water. 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 guidelines, and the receiving water monitoring program and limits on
sanitary wastewater discharge are based on State water quality stanHarrig. 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	Final Permit
Expiration Dates August 23, 1989	Abstract Dates May 30, 1985
EFFLUENT LIMITS (FINAL)
AK0037303s Trident Seafoods Corporation (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Manitorinq
• •
• •

Flew : 001
sreport


continuous
TSS s
:5280/9720 Ib/d


2/m 24 hr ccnro
Oil and Grease :
16600/17400 "

s " grab
BOD-5 :
:report


* H
PH :
:6.5 - 8.5


2/m "
Quantity of Raw Product~*
sreport


ii
Quantity of Waste* ~~ s
• »'
•


1/w

: TSS
Ou.2. & GjlC=U.S0


Black Cod - Mechanized s
:8.8/16.2 (1)
11/29
(M

Black Cod - Conventionals
S2.0/3.6 "
1.55/2.9
»

Herring - Frozen Whole :
si.4/2.3 "
0.17/0.28
it

Herring - Fillets :
:18/23
7.3/20
ii

Salmon - Hand Butchered s
si.4/2.3
0.17/0.28
ti

Salmon - Mechanized t
s25/42
10/28
II

Halibut s
si.1/1.9 "
0.34/2.6
ii

Bottanfish - Mechanized t
58.8/16.2 "
2.75/7.0
li

Crab :
s3.3/9.9 "
0.36/1.1
ii

:	i			i
	:	:	:	
		s	s	s	
~Twice per processing season. Samples shall be representative of each species
processed.	
~~Quantity of raw product processed in pounds or kilograms for each product listed
belcw.	
~~~Quantity of seafood vraste disposed of via dumping zone.	
(l)Kq/kkq or lbe/1000 lbs raw notorial 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). Outfall 001
discharges a total of 9.0 mgd wastewater which consists of the following: 2.9 mgd
process wastewater, 3.0 mgd noncantact 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 en
NSPS effluent guidelines, 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 Date: August 23, 1984	Final Permit
Expiration Date: August 23, 1989	Abstract Date: May 30, 1985
EFFLUENT LIMITS (FINAL)
AK0037303: Trident Seafoods Corporation (Page 2 of 2)
Pollutants	Outfall	Avg./Max. Limits and Units	Monitoring

•
•
Receivinq Water(2)

PH
:report
2/m probe
Salinity
. «
•
It H
Dissolved Oxygen
:6.0 mq/1 minimum
It H
Temperature
: report
tl II
Turbidity
: " : "

Sanitary Wastes :
BOD-5

30/60 ma/1 :l/w qrab
Suspended Solids

30/60 M t "
Fecal Coliform i
200/— per 100 ml ? "
Chlorine, Residual :
—/2.0 ma/1
It II
PH :
6.5 - 8.5
It It
:


:


•
•


:


•
•


•
•


•
•


•
•


:


:


:


(21 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 CFR 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
impoundment site, and sanitary wastewater is routed to the impoundment. All
discharges from the tailings impoundment are treated by a High Density Sludge
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 on 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 biomonitorina 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: July 10, 1985	Final Permit
Expiration Date: July 9, 1990	Abstract Date: May 15, 1989
EFFLUENT LIMITS (FINAL)
AK0038652: Cominco Alaska Inc. - Red Dog Mine
Pollutants	Outfall AVfl./Kax. Limits and Units	Monitoring
Flow
001
5.4/7.1 MGD
continuous
Cotxier

0.15/0.3 mg/1
1/w arab
Zinc

0.75/1.5
n n
Lead

0.3/0.6
n it
Parhrmim

0.05/0.10 "
n n
Mercurv

0.001/0.002 "
n n
TSS

20.0/30.0 "
" 24-hr comp
pH

6.0 - 10.5
1/d arab
Ttemnerature

monitor onlv
n m













-------
AK0043206: Noranda Mining Inc. r 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 Qe£ Mining and Dressing Category (40 CFR 440) and State water quality
Standards. Static 96-hr acute toxicity 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 amphipods) 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 BMP Plan is to be developed and
implemented.
Effective Date: April 30, 1987	Final Permit
Expiration Date: April 29, 1992	Abstract Date: May 16, 1989
EFFLUENT LIMITS (FINAL)
AK0043206: Noranda Mining Inc. - Greens Creek Mining Project
Pollutants	Outfall	Ava./Max. Limits and Units	Monitoring



Flow
001
1.66/3.60 MGD
:continuous
Copper

0.15/0.3 ma/1
:l/w grab
Zinc

0.5/1.0
n


0.3/0.6
. n n
Cadmium

0.05/0.10 "
t n n
Mercury

0.001/0.002 "
, n n
Free Cyanide

?.65/5.30 ua/1
, n n
Arsenic

monitor onlv
# n n
Chromium

n
n
Nickel

n
, n *
Selenium

n
. n n
Silver

it
, if n
Susriended Solids

20.0/30.0 no/1
, n ti
dH

6.0 - 9.0
,1M
Temperature

monitor onlv
. n "
Manganese

N
,1/w-
Chlor ide

n
. n «
Turbidity

n
scontinuous








•







»


-------
AL0000108: 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 River 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 BPT for BOD, TSS, and
pa, 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 Toxicity
Reduction Evaluation must be performed.
Effective Date: April 15, 1988	Pinal Permit
Expiration Date: April 14, 1993	Abstract Date: January 25, 1989
EFFLUENT LIMITS (FINAL)
AL0000108: Amoco Chemical Conpany (Page 1 of 2)
Pollutants	Qitfall Ava./Max. Limits and Units	Monitoring
Flow
: 001
:monitor only
•
tl/d
total
pa

:6.0 - 9.0

. »
arab
BOD5

:723/1929
lb/d

24-hr cnmn
TSS

;1109/3594
fl
• »
It
Acenaphthene *

:0.53/1.42
II
:l/y
arab
Acrylonitrile *

r2.32/5.84
n
:l/q
It
Benzene *

so.89/3.28
n
. n
•
n
Carbon Tetrachloride *

:0.43/0.92
n
. "
it
Chlorobenzene *

;0.36/0.68
it
:l/v
tt
1.2.4-Trichlorobenzene*

il.64/3,38
n
. «
•
it
Hexachlor obenzene *

:0.36/0.68
n
• "
it
1.2-Dichloroethane *

:1.64/5.09
it
:l/q
H
1.1.1-Trichloroethane *

:0.51/1.30
n
:l/y
n
Hexachloroethane *

:0.51/1.30
it
. «•
tt
1.1-Dichloroethane * .

:0.53/1.42
it
. »
it
1.1.2-Trichloroethane *

:0.51/1.30
it
. ¦
•
n
Chloroethane *

:2.51/6.46
H
:l/a
N
Chloroform *

:0.51/1.11
11
. »
H
2-Chlorophenol *

:0.75/2.36
n
• "
II
1.2-Dichlorobenzene *

si.86/3.93
it
tl/y
It
1.3-Dichlorobenzene *

:0.75/1.06
IV
• »
It
1.4-Dichlorobenzene *

:0.36/0.68
N
~ «
II
1.1-Dichloroethvlene *
•
:0.39/0.60
II
. *
II
1.2-Trans-Dichloroethvlene *
.•0.51/1.30
It
• "
«l
2.4-Dichlorophenol *
•
:0.94/2.70
It
. *
N
1.2-DichloroDrooane *
•
:3.69/5.55
It
• *
II
1.3-DichlorooroDvlene *
•
»
:0.70/1.06
It
. »
n
2.4-Dinitrotoluene *
•
s2.73/6.87
It
• «
tt
2.6-Dinitrotoluene *
•
i6.15/15.46
It
• *
N
Ethylbenzene *
•
i0.77/2.60
If
:l/a
H
Fluoranthene *
•
:0.60/1.64
It
tl/y
N
Bis(2-Chloroisooroovl)Ether *	
:7.26/18.26
It
• n
N

•


•


•


•

~Limitations become effective March 30. 1989: until then, only monitoring is required.

-------
EFFLUENT LIMITS (FINAL)
AL0000108: Amoco Chemical Company (Page 2 of 2)
Pollutants	Outfall Ava./Max. Limits and Units	Monitoring
Methylene Chloride *
001
0.96/2.15 "
1/a grab
Methyl Chloride *

2.07/4.58 "
1/v
Hexachlorobutadiene *

0.48/1.18 "
if n
NaDhthalene *

0.53/1.42 "
l/a
Nitrobenzene *

0.65/1.64 "
tt n
2-Nitroohenol *

0.99/1.66 lb/d
l/v
4-Nitroohenol *

1.74/2.99 "
it n
2.4-Dinitroohenol *

1.71/2.97 "
l/v
4.6-Dinitro-O-Cresol *

1.88/6.68 "
it n
Phenol *

0.36/0.63 "
l/a
Bis (2-Ethvlhexvl)Phthalate *
2.48/6.73 "
l/v
Di-N-Butvl Phthalate *

0.65/1.37 "
l/a
Diethvl Phthalate *

1.95/4.90 "
«9 it
Dimethvl Phthalate *

0.46/1.13 "
n n
Benzo(a)Anthracene *

0.53/1.42 -
i/y
Benzo(a)Pyrene *

0.55/1.47 "
n h
3.4-Benzofluoranthene *

0.55/1.47 "
n n
Benzo(k)Fluoranthene *

0.53/1.42 "
it n
Chrysene *

0.53/1.42 "
it n
Acenaoht hvlene*

0.53/1.42 "
n n
Anthracene *

0.53/1.42 "
n n
Fluorene *

0.53/1.42 "
n ft
Phenanthrene *

0.53/1.42 "
tt ft
Pyrene *

0.60/1.62 "
it n
Tetrachloroethvlene *

0.53/1.35 "
l/a
Toluene *

0.63/1.93 "
It It
Trichloroethvlene *

0.51/1.30 "
1/v
Vinvl Chloride *

2.51/6.46 "
It It
Chromium (Totals *

26.77/66.81 "
l/a
CoDoer " *

34.97/81.52 "
it n
Cyanide " *

10.13/28.94 "
n tt
Lead " *

7.72/16.64 "
l/v
Nickel " *

40.76/95.99 -
1/q
Zinc " *

25.32/62.95 "
It tt
Effluent Toxicity Testing
report
l/a
Flow
002
monitor anlv
l/A total
DH

6.0 - 9.5
2/w grab
TSS

30/45 ma/1
It tt
Total Oraanic Carbon

35/35
It tt
Oil and Grease

15/15 "
n tt




























~Limitations become effective March 30. 1989; until then, only monitoring is required.

-------
AL0000213: Diamond Shamrock Chemicals Company, of Muscle Shoals, Alabama,
manufactures chlorine, sodium hydroxide, and potassium hydroxide (SIC 2812) in the
Inorganic Chemicals Manufacturing Category (40 CER 415). The total plant discharge 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 from 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 carton absorption, with
the exception of the nonoontact cooling water which is untreated, and is combined 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 BftT
guidelines using a production rate of 820,000 lb/d of chlorine. Nickel monitoring may
be discontinued if the monitoring indicates an insignificant concentration is present
The temperature limit at 001 is from the previous permit. The permit contains a
compliance schedule to meet the BftT limits for mercury and TRC by 7/1/84 at 001A.
BMPs are included, and an SPOC plan is to be implemented in accordance with 40 CFR
112.1-112.7; an implementation date is not specified in the permit.
Effective Dates February 1, 1984	Final Permit
Expiration Date: February 1, 1989	Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
AL0000213: Diamond Shamrock Chemicals Co.
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring
:
:
(2/1/84 - 6/30/84}
: 001A
:
Flow
:
monitor only
{continuous
TSS
:
230/460 lb/d
»l/w COTOD**
Mercury
:
0.1/0.23
t " « ~*
(7/1/84 - 2/1/89}
:
:
Flew
•
•
monitor only
icontinuous***
TSS
:
230/460 lb/d
:i/w comp****
Mercury, Total
•
•
0.082/0.18S "
: ****
TRC
:
1.56/2.62
: " grab****
Nickel, Total
:
monitor, hypochlorite decomposition
:l/dischg"
:
system effluent only
:
Flow
: 001
monitor only
:continuous
Temperature
:
—/95 F
:l/w grab
PH
:
6.0-9.0
2 ii n ~
:
i
:
:
•
•
:
:
:
•
•
•
•
~Daily average/daily maximum
**Monitorinq of the emergency chlorine scrubber solution shall be
l/discharqe by grab sample.
~~~Monitor the volume of scrubber solution treated by hypochlorite
decomposition system.	
~~~~Hypochlorite decomposition svBtem effluent shall be monitored
I/discharge by grab sample.

-------
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 lb/d; continuous sheet
casting - 383,525 lb/d; cleaning or etching bath - 314,004 lb/d; cleaning or etching
rinse - 314,004 lb/d; and Extrusion Subcategory: core - 355,729 lb/d; press heat
treatment - 355,729 lb/d; direct chill casting - 343,170 lb/d; cleaning or etching
bath - 15,481 lb/d; cleaning or etching rinse - 15,481 lb/d. Outfall 001 empties into
the Bettv Eye. 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 001A 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 neutralisation,
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
EB1 and secondary treatment Standards. Monthly short-term chronic toxicity tfogtS 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	Final Permit
Expiration Date: October 31, 1992	Abstract Date: January 26, 1989
EFFLUENT LIMITS (FINAL)
AL0000302: Fruehauf Corporation (Page 1 of 2)
Pollutants	CXitfall Avo./Max. Limits* and Units	Monitoring
Flow
: 001 : monitor onlv

1/d total
Chromium. Total Recoverable :0.002/1.70
ma/1
3/w 24-hr como
Cvanide. Total
:0.0052/0.022
n
" grab
^inc, Total Pecoverahip
:0.047/0.32
n
H ~-» /• V- v
^•1 4*4. VVHIt-
Aluminum, dissolved
:5.0/10.0
n
n n
Corroer. Total Recoverable :0.012/0.018
n
n n
Iron. Total
:3.0/6.0
n
n n
Oil and Grease
ilO.0/15.0
it
" grab
TSS
:30/45
it
" 24-hr COITD
Total Residual Chlorine
iQ,011/0.019
n
" grab
DH
:6.0 - 8.5
1/d
Flow
001A smonitor onlv
» total
dH
:7.5 - 10.0
7/y arab
Chromium. Total
:0.93/2.31 lb/d
24-hr coitd
Cvanide "
:0.64/1.64
n
" grab
Zinc "
:3.33/7.42
n
" 24-hr conro
Aluminum "
:12.38/27.52
•*
it n
CooDer "
:2.46/4.24
n
it *»

•



*Ava. Pailv/taax. Daily

-------
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 lb/d; continuous sheet
casting - 383,525 lb/d; cleaning or etching bath - 314,004 lb/d; cleaning or etching
rinse - 314,004 lb/d; and Extrusion Subcategory: core - 355,729 lb/d; press heat
treatment - 355,729 lb/d; direct chill casting - 343,170 lb/d; cleaning or etching
bath - 15,481 lb/d; cleaning or etching rinse - 15,481 lb/cL 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 001A 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 mixinsu. reductionr chemical precipitation, neutralization.
aid. sedimentation. Sludge is treated in sludge lagoons. The sanitary wastewater is
monitored at Internal Outfall 001? 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
EBI and secondary treatment standards. Monthly sh
-------
AL0000841: Reichold Chemicals. Inc. of Bay Minette, is in the XaH Oil fiSSilk. Pitch
Fatty Acids subcategory (40 CFR 454.40 Subpart D) and in the Rpsin~Based Derivatives
Subcategory (40 CFR 454.60, Subpart F) of the Qm 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 kraft pulping process. Treated process
wastewater is routed to the Bay Winette POTW and the stormwater runoff is discharged
to Hollinger Creek via Outfall 002. Pretreatment facilities consist of fiil skimming
and recovery* acid and poivmer addition, static mixing, induced ait flotation
breaking, caustic addition fQL neutralization, nutrient addition and an aerated
lagoon. Effluent limitations (Outfall 002) for BGD5, 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 BP J. which is considered equivalent to BCT.
Effective Date: October 12, 1987	Final Permit
Expiration Date: October 11, 1992	Abstract Date: January 30, 1989
EFFLUENT LIMITS (FINAL)
AL0000841: Reichold Chemicals, Inc.
Pollutants	Outfall Ava./Max. Limits* and Units	Monitoring




Flow
001
monitor onlv
continuous
DH

6.0 - 9.0
** arab
BOD5

25/37.5 ma/1
** camD
TSS

30/60
** "
Oil and Grease

10/15
** grab
Ammonia

2/3
** corrp
Total Kjeldahl Nitroaen

10/15
** "
Dissolved Oxvaen

6.0 ma/1 minimum
** arab




















































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

-------
AL0001597: E.I. DuPont dg. Nemours &. Company, in Axis, manufactures pesticides,
specialty organic, and inorganic chemicals (SIC 2879, 2819, 2869). This facility is
in the Organic Chemicals. Plastics. an£ Synthetic Eikeis. Category (40 CFR 414; Subpart
F & H). (Xitfall 001 discharges 0.614 mgd of process wastewater, sanitary wastewater,
and contaminated stormwater to the Mobile River. Wastewater treatment consists of
Heptane extraction alkaline hydrolysis, bish temperature hvdroivsis. ait striopiny.
neutralization equalization, biological treatment, and clarification. Wasted sludge
is incinerated. Effluent limitations are a BE1 determination of BAT/BCT. Monthly
hL acute toxicity 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	Final Permit
Expiration Date: September 14, 1992	Abstract Date: January 26, 1989
EFFLUENT LIMITS (FINAL)
AL0001597: E.I. DuPont de Nemours and Conpany
Pollutants	Outfall Avq./Max. Limits* an<3 Units	Monitoring
Flow
001
monitor onlv
1/d instant.
DH

6.0 - 9.0
" orab
COD

9193/13.253 lb/d
" 24-hr com
B0D5

479/783
w n
TSS

653/1175
n n
Ammonia

1088/2393
•t n
Total Pesticides

2.99/6.70
n n
Cvanide. Total

0.87/1.74
ti n
Priority Pollutants

monitor only
2/v
















































*Ava. Dailv/Max. Daily

-------
AL0001970: Id Americas. Inc. - Cold Creek Plant, (formerly Stauffer Chemical Corp.),
in Bucks, is in the Pesticides Manufacturing Category (40 CFR 455) and produces
technical herbicides, 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 cooling tower/boiler blowdown,
stormwater, and sanitary wastewater to the Mobile River. 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
qualitv-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 toxicity tests, the State will determine if the discharge is
potentially toxic, therefore requiring additional and/or accelerated testing to
eliminate uncertainties in the testing process. If the effluent is found to be
potentially toxic, additional toxicity 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 Toxicity Reduction Evaluation must be conducted if
the instream waste concentration is greater than the no observed acute effect
concentration. The permit contains a reopener clause pertaining to changes in
discharge conditions, effluent characteristics, and effluent toxicity. The use of
biocides containing tributyl tin, tributyl tin oxide, zinc, chromium, or related
conpounds in cooling systems is prohibited.
Effective Date: July 15, 1987	Final Permit
Expiration Date: July 14, 1992	Abstract Date: January 31, 1989
EFFLUENT LIMITS (FINAL)
AL0001970: ICI Americas, Inc. - Cold Creek Plant
Pollutants	ftitfall Avg./Max. Limits* and Units	Monitoring
• • *
Flow
001
monitor onlv
			- ¦¦
continuous
COD

100/150 lb/d
1/d 24 hr comD
TSS

96/288
n n
Dvfonate

—/0.5 ma/1
l/m "
Betasan

—/0.5 "
n n
Thiocarbamates

—/3.3
u n
dH

6.0 - 9.0
rofjHnuous
Fecal Coliform
001A
—/200 i/100 ml
1/m grab





























i


*Avo. Dailv/Max. Daily

-------
AL0002666: Union Carbide Corporation, in Chickasaw, manufactures molecular sieve
adsorbents and catalysts (SIC 2819) and is in the Organic Chemicals. Plastics, ancj
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, ammpnifl StriEPingi 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 aoifcSL 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: September 20, 1987	Final Permit
Expiration Date: September 19, 1992	Abstract Date: January 27, 1989
EFFLUENT LIMITS (FINAL)
AL0026328: Kerr - McGee Chemical Corporation
Pollutants	Outfall Avg./Max, Limit?* and unit?	Monitoring
• • •
Flow
:001.002
:monitor onlv

continuous
PH
•
:6.0 - 9.5

**
grab
Barium /Total)
•
s25.0/50 lb/d
***
1/w 24-hr comn
Nickel "
•
•5.0/10.0 "
***
n
ft
Tunasten "
•
:20.0/40.0 "
***
n
ft
Chromium "
•
:4.1/8.2
***
«i
ft
Molybdenum "
•
;20.0/40.0 "
***
n
ft
Platinum (001 onlv)
•
:0.8/1.6
h*1t
n
ft
Silver (Total)
•
:monitor only
***
«•
ft
Cobalt "
•
:1.7/3.4 lb/d
***
•«
ft
Palladium " (001 onlv)
•
i0.8/1.6
***
«•
ft
Rare Earth Metals (Total)
:245/368
***
ft
ft
Vanadium (Total)
•
:3.3/6.6
***
n
ft
TSS
•
:2000/4000 "

vi
ft
Nitrogen (Total)
•
:200/400

ft
ft
Phosphorus "
t
:9.1/18.2
***
n
ft
Copper "
•
: monitor only
***
n
ft
Manaanese "
•
:8.9/17.8 lb/d
***
n
ft
Elemental Sulfur
•
:monitor onlv


Zinc (Total)
•
:12.5/25.0 lb/d
***
n
ft
Bromides
•
:1107/2213
***
l/d
" **
Soluble Fluoride
•
:150/180
***
ft
" **

•
•



•
•


wmbHmaa—i^bomb
*Ava. Pailv/Max. Daily				
**Sanole to be collected during every 8-hr period that effluent discharge puhps	
are operating.				_
***To be monitored only when metal or halide is being used in production and subject
to discharge.

-------
AL0002801: S£2tt Paper Company (SIC 2621), in Mobile, is in the Pulp. Paper, and
Paperboard Category (40 CFR 430) and produces Board, Coarse, and Tissue Bleached Kraft
(Subpart H) and Alkaline Fine Kraft (Subpart I). The facility has seven outfalls
discharging to Chickasaw Creek (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 - stormwater runoff; 004 - 1.9 mgd of filter backwash
and clarifier blowdown 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 stormwater 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 frasinsr secondary clarification, asiatsd. lagoons^ and chemical conditioning
SDii dewaterina q£ 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 months 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 acufcS. 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
EFFLUENT LIMITS (FINAL)
AL0002801: Scott Paper Company
Pollutants	Q&fall Ava./Max. Limits* and units	Monitoring
Flow
004
monitor onlv
1/w instant.
PH

6.0 - 9.0
" grab
TSS

211/422 ma/1
" eomo
Aluminum. Total Dissolved
17.5/35
It II
Iron. Total

6.7/13.4 ¦
It VI
Flow
007 ***
monitor onlv
2/m instant.
pH

n
TJ/A arab
Total Residual Chlorine

0.2/0.2 ma/1 **
7/m
Terrperature

100/100 F
n »
Flow
009
monitor onlv
«f/u total
PH

5.0 - 9.0
" 7 rah
BCD5

24.300/46.769 lb/d
" 24-hr com
TSS

47.762/88.880 "
» "
Pentachloroohenol ****

6.4/6.4 "
1 /rr grab
Trichloroohenol ****

40.2/40.2 "
1/rr








„*Avq» Paily/Max. Daily	
**T0 be monitored when added or when present in the influent water.
~~~Monitoring requirements imposed for periods when there is no stornwater discharge.
****Monitoring requirements and limitations do not aoolv if permittee certifies that
	chlorophenolic-contai ning biocides are not used.			

-------
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 from wood chips. Wastepaper is also converted to pulp which is converted to
linerboard and the 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, and one (Outfall 003) to Autauaa
(Xitfall 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 laooons 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
(Xitfall 001 are based on PPT/PCT effluent guidelines for the Pulp. Paper and Paper
Board Category (40 CFR 430). Temperature limits at Outfalls 002 and 003 and the
stream sampling requirement for dissolved oxygen are based on water quality standard
Acute screening toxicity tests are to be conducted on CXitfall 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	Final Permit
Expiration Date: May 2, 1992	Abstract Date: January 31, 1989
EFFLUENT LIMITS (FINAL)
AL0003115: Union Camp Corporation
Pollutants	Cfrtfall
Ava./Max. Limits* and Units
Monitoring
FlW
ML
report
1/d	total
PQP-5 (Jan. - Apr, 3C0
17.811/35,623 lb/d
24-hr conp
~** (May 1 - June 30)
11.152/22.304
*** (July 1 - Oct. 33.)
9007/14.231
(Nov. 1 - Pec. - 31)
11.152/22.304
TSS					
Instream Dissolved Oxygen
27,048/54,096
5.0 mg/1 minimum
1/w
****
Pentachlor ophenol
**
—/2.6 lb/d
lZg	grab
Trichlorophenol

—/2,4
PEL
6.0 - 9.0
1/d.
Flow
002,003
report
l/m instant
Temperature
111/111	E_
-3iab	
*Avg. Dailv/Max. Daily
**Reauirement applies only if chlorophenolic-containina biocides are being used.
***From June through October, the rate of B0D5 shall be governed by the equation;
BCD5 (lb/d) = 1.63 O (P.O. - 5.0): where 0 ¦ River flow in efs and P.O. ¦ instream
W 1IT1V1	' TT41^fcNr W ~ AW. T Vfc 4AVH	WyiV ^1V1
dissolved oxygen concentration in mp/1 at a depth of 5 feet. At no time shall the
discharge cause the instream P.O. to fall below 5.0 ma/1.	;	
****Stream monitoring required twice/week when minimum P.O. is less than 5.9 ma/1, and
once daily when P.O. is less than 5.4 mp/1.			

-------
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 insulating products,
and by-product chemicals (SIC 3312, 2819, 3296). This facility is in the Iron and.
Steel Category (40 CFR 420; 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 lbs/day for the cokemaking plant and 1,780,000 lbs/day
for the mold cooling and quench operations. Outfall 001A is an internal outfall
for treated metal molding and casting wastewaters (0.5 mgd), Outfall 001B is the
internal discharge from the biological treatment plant (1.0 mgd), and Outfall 001 is
the combined discharge from 001A, 001B, contaminated and uncontaminated stormwater,
and non-contact cooling water (4.223 mgd). Outfall 001 empties into Five Mile Creek.
Wastewater treatment consists of a phvs ical/chemical treatment for metals and oil
removal, an activate sludge facility. pa adjustment, a polishing lagoon, and a series
of stabilization ponds. Effluent limitations are based on the following: Outfall 001A
- Bfil effluent guidelines for the Metal Molding and Casting Category; Outfall 001B -
EPT/BAT effluent guidelines for the Organic Chemicals, Plastics, and Synthetic Fibers
Category; Outfall 001 - water quality standards, effluent guiflelineSr and EEJ.
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 and 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: October 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)
Pollutants	Q&fall Ava./Max. Limits* and Units
Monitoring
Flow
001
monitor only
1/d total

6-0 - 9.0
continuous
Oil and Grease
615/1230 lb/d
T£S_
1200/4000
l/w__._srab_
coup
Free Cvanide **
Benzene
**
-/0.048 mo/1
—/1.14
2/m grab
Phenol
**
~/2.20
Chlorobenzene
**
74,21
Toluene **
73.78
Naphthalene
**
-7Q.497
?.A-hr comp
Copper. Total Recoverable **
—/0.08
LsasL

--/P.49
Zinc i

—/It 35
Anronia
**
-/13.QQ
FlOW
Copper (Total)
Lead	"
QQ1A
monitor only
Q.26/Q.48 lb/d
0.56/1.15
" totalized
¦ 24-hr comp
Zinc
Q«83/2.13
Flow
BCD5 (influent)
QQ1B
monitor only
totalized
9/w 24-hr comp
BCD5 (effluent)
Percent BCD Removal
85.0% Dailv minimum
" calculated
2/m 24-hr comp
COD
monitor only
*Avg. Dailv/Max. Daily	
**To be monitored or^y when there is no stormwater discharge.

-------
EFFLUENT LIMITS (FINAL)
AL0003247: Sloss Industries Corporation (Page 2 of 3)
Pollutants	CXitfall	Ava./Hax. Limits* and Units	Monitoring
Anmonia
001B
53.0/181.0 lb/d
:2/w 24-hr cnmr>
Acenaphthene

0-06/0.16
n
:l/v
IV
Acrylonitrile

0.26/0.67
n
:l/q
arab
Benzene

—/0.47
VI
:2/m
VI
Carbon Tetrachloride

0.05/0.10
n
:l/a
VI
Chlorobenzene

0.04/0.08
n
:2/m
n
1.2.4-Trichlorobenzene

0.19/0.39
n
• "
VI
Hexachlorobenzene

0.04/0.08
it
:l/v
IV
1.2-Dichloroethane

0.19/0.58
•i
:l/a
n
1.1.1-Trichloroethane

0.06/0.15
n
:1/Y
VI
Hexachloroethane

0.06/0.15
n
R
24-hr carp
1,1-Dichloroethane

0.06/0.16
VI
• n
arab
1.1.2-Trichloroethane

0.06/0.15
n
"
VV
Chloroethane

0.29/0.74
n
:l/a
VI
Chloroform

0.06/0.13
ii
• n
VI
2-Chlorophenol

0.09/0.27
n
• *
24-hr comp
1,2-Dichlorobenzene

0.21/0.45
n
:l/y
n
1.3-Dichlorobenzene

0.09/0.12
n
• "
n
1.4-Dichlorobenzene

0.04/0.08
n
• n
vv
1.1-Dichloroethvlene	

0.04/0.07
n
VI
arab
1 . ^-Tran.q-Di chl oroethvlene
0.06/0.15
n
sl/a
M
2.4-Dichlorophenol

0.11/0.31
ft
:l/v 24-hr comn
1.2-DichloroDrooane

0.42/0.63
n
• n
arab
1.3-DichloroDroovlene

0.08/0.12
n
• W
n
2.4-Dimethvlohenol

0.05/0.10
n
• VI
24-hr conp
2.4-Dinitrotoluene

0.31/0.78
ii
• *
n
2.6-Dinitrotoluene

0.70/1.76
n
• n
VI
Ethvlbenzene

0.09/0.30
n
-.1 /a
arab
Fluoranthene

0.07/0.19
n
:l/v 24-hr comn
Bis (2-Thl oroi .qonroDvl) Ether
0.83/2.08
it
• n
n
Methvlene Chloride

0.11/0.24
n
;l/q
arab
Methvl Chloride

0.24/0.52
n
:l/v
tf
Hexachlorobutad i ene

0.06/0.13
n
• It
24-hr ccmp
NaDhthalene

—/0.26
n
:2/m
VI
Nitrobenzene

0.07/0.19
VI
il/a
VI
2-Nitroohenol

0.11/0.19
n
il/v
vt
4-NitroDhenol

0.20/0.34
n
• w
n
2.4-Dinitroohenol

0.20/0.34
vv
• *
IV
4.6-Dinitro-O-Cresol

0.21/0.76
w
• *
VI
Ri R (2-FH-hvl hewl) Phthalate
0.28/0.77
n
• *
n
Di-N-Butvl Phthalate

0.07/0.16
n
sl/a
VI
Diethvl Phthalate

0.22/0.56
ii
• n
R
Dimethyl Phthalate

0.05/0.13
VI
• *
VI
Benzo(a)Anthracene

0.06/0.16
n
sl/v
VI
Benzo(alPvrene

—/0.27
w
s2/m
vv
3.4-Benzofluoranthene

0.06/0.17
n
:l/v
ft
Benzo ()c) Fluoranthene

0.06/0.16
w
• w
vv
Chrvsene

0.06/0.16
vv
• n
vv
Aeenanhthvlene

0.06/0.16
w
• "
n
Anthracene

0.06/0.16
n
• *
n
Fluorene

0.06/0.16
n
• n
vv
Phenanthrene

0.06/0.16_
VI
• n
vv



*Ava. PailvAlax. Daily

-------
EFFLUENT LIMITS (FINAL)
AL0003247: Sloss Industries Corporation (Page 3 of 3)
Pollutants	Oitfall Ava./Max. Limits* and Units	Monitoring




Pvrene
001B
0.07/0.18 lb/d
1/v 24-hr como
Tetrachloroethvlene

0.06/0.15 "
1/a arab
Toluene

—/0.22
2/m
Trichloroethylene

0.06/0.15 "
1/v
Vinyl Chloride

0.29/0.74 "
n it
Chromium (Total)

monitor oily
l/a 24-hr como
Cocoer "

•V
tt n
Cvanide "

12.0/21.0 lb/d
2/m arab
Lead "

monitor only
1/v 24-hr como
Nickel "

VI
n n
Zinc "

n
n n
Xylene

it
l/a arab
Phenols (4AAP)

0.14/0.27 lb/d
2/m 24-hr como




























*Ava. Dailv/taax. Daily

-------
AL0003891: The Tennessee Vallev Authority's National Fertilizer Development Cent-gr 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 CFR 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;
CXitfall 112 is discharge from an ammonia-from-coal (ACP) research facility; and
(Xitfall 111 is a combination of the waste streams described above with the exception
of 109. Outfalls 102 & 110 have been eliminated and Outfalls 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 guideline (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 (BMP's) and a standard reopener clause for toxic pollutants.
Effective Date: April 1, 1985	Final Permit
Expiration Date: March 31, 1990	Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
AL0003891: Tennessee Valley Authority's National Fertilizer Development Center
Pollutants
Outfall
Avg./Max. Limits* and Units
Ammonia fas N)

:181/336
lb/d

2/w
coiro
Organic Nitrogen (as N)

:144/267
n

ft
n
Oil and Grease

:15/20
ma/1

It
grab
Flow
103
; rewrt


continuous
Ammonia fas N)
:11.3/22.5 lb/d
2/w
comp
Oil and Grease

•15/20
mo/1

n
grab
Flow
104
sreport



Ammonia fas N)

:0.21/2.1
lb/d

2/w
CORE)
Nitrate fas N)

s7.6/56
n

VI
II
Oil and Grease

:15/20
mg/l

II
grab
Flow
105
:report


1/w
instant
Suspended Solids
:30/50
n
CORD
Flow
106
:report


l/m
weir
TSS

:30/100
ma/1

n
grab
Oil and Grease

:15/20
11

n
n
Flow
109
:report


l/w
recorder
BOD-5

:39/58
ka/d
30/45 ma/1
2/w
COJTD
Suspended Solids

:39/58
n
30/45 "
n
n
Fecal Coliform
:200/400 per 100 ml
it
arab
PH
:6.0-9.0
it
n
Temperature
111
:35/37.7 C


l/w
n
DH
:6.0-9.0
n
n
Flow
112
:report


continuous
COD

:250/450
ib/d

1/d
COTTD
Ammonia fas N)

s28/80
n

n
H
TSS

!30/100
ma/1

l/w
n
Oil and Grease

:15/20
•9

It
arab



*Dailv avg./daily max.. except for 109 which is monthly avq./weekly avq

-------
AL0022314: Mead Paperboard, located in Stevenson, Alabama, is in the Pulp, Paper, and
Paperboard Category (40 CFR 430). The facility manufactures neutral sulfite 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 rog/mo.) treated by screening, sedimentation, aeration lagoons,
coagulation, stabilization ponds, and discharge to surface 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, and discharge to surface water. Because of EPA
anti-backsliding policy, limitations are based on BPJ. Limitations based on
promulgated BPT Guidelines (40 CFR 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 magna bioassay was conducted at CXitfall
001, vising 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	Final Permit
Expiration Date: May 1, 1990	Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
AL0022314: Mead Paperboard
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring
Flew Imgd^
t
: 001
t
: report
•
:continuous
BOD-5 (Jan - Apr)
:
: 8284/16586 lb/d (261/523 ncr/1**)
:l/d 24 hr camp
" (May - Dec)
t
:6784/12368 " (214/390 " **)
j II II
TSS (Jan - Apr)
:
:10020/20040 " (316/632 " **)
, M H
(May Dec)
t
*7020/13840 " (222/437 " **)
» (I «
•
Dissolved Oxygen
:
:report
: " grab
PH
:
:6.0-9.0
#	ii it
•
Pentachlorophenol
:
:3.83 ppd 3.83 ppd
:l/a
Trichlorophenol***
:
:1.36 ppd 1.36 ppd
•	ii H
•
Flow
: 002
:report
:l/w instant
BOD-5
:
:1.5/2.25 lb/d 30/45 na/1
: " grab
TSS
:
:1.5/2.25 lb/d 30/45 ma/1
•	H »
•
Fecal Coliform

:200/400 per 100 ml
? M II
PH
:
:6.0-9.0
. tl M

s : :
: : :

t t :
~Daily average/daily maxiimna
~~~Monitoring requirements and limitations for this parameter do not apply if the
permittee certifies that cMorophenoUc-cmtairijjiq biocides are not used.
Certification of non-use shall be submitted annually by December 31 if the .
permittee selects this option.					

-------
AL0026328: Kerr - McGee Chemical Corporation, in Theodore, is in the Inorganic
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 B&I in the
absence of promulgated guidelines for this facility are thought to represent BftT/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% effluent,
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: Septerrber 30, 1987	Final Permit
Expiration Date: September 29, 1992	Abstract Date: January 27, 1989
AL0026328: Kerr - McGee
Pollutants.
EFI
Chemical
Outfall
FLUENT LIMITS (FINAL)
Corporation
Ava./Max. Limits* and Units
Monitorinq
Flow
001
monitor onlv
1/w recorder
DH

6.0 - 9.0
" a rah
TSS

50/75 ma/1
" comp
Chlorides

—/10.000 -
ft tt
Iron (Total)

1.4/2.8
n n
Chromium "

0.15/0.3 "
it it
Manaanese "

2.0/4.0
ft ««
Total Dissolved Solids

monitor onlv
ft n




































*Avg. Daily/to. Daily

-------
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 Subcategory of the Metal Molding Sod Casting
Category (40 CFR 464). Treated process wastewater and stormwater are discharged from
Outfall 001 to Village Creek via storm drain. A description of the treatment process
was unavailable. Effluent limitations are based on BPT (TSS, oil and grease) and Q&T
(copper, lead, zinc, and phenols) effluent guidelines. Limits for pH are based on
EES 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	Final Permit
Expiration Date: May 31, 1993	Abstract Date: February 1, 1989
EFFLUENT LIMITS (FINAL)
AL0029378: American Cast Iron Pipe Company
Pollutants	Outfall	Avg./Max. Limits* and Units	Monitoring
Flow
• 001
monitor only
;1/d total
oH
•
:7.0 - 8.5

s2/w grab
Oil and Grease
•
:192/294
lb/d
, n «
(Stormwater credit}
•

n
•1/event amort.
TSS
•
:653/1145
ii
:2/w cone **
(Stormwater credit)
•

n
:1/event amort.
CoDoer (Total)
•
-.5.9/7.7
n
•2/m comD **
(Stormwater credit)
•

n
si/event amort.
Lead (Total)
•
:14.2/28.8
n
t2/m coma **
(Stormwater credit)
•

n
si/event amort.
Zinc (Total)
•
•20.5/52.0
it
•7/m comD **
(Stornwater credit)
•

n
•1/event amort.
Phenols (Total)
•
r2.55/3.39
n
•2/m grab
(Stormwater credit)
•

n
•1/event amort.
Rainfall (MGD)
•
sreoort


Flow (cfs)
Village Creek
reoort
•1/d recorder
(at a point near 001)
• •
¦	t
*Avo. Dailv/Max. Daily	
~~Composite samples to be flow proportioned.

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AL0046370: Allied Products Company. Gravhill-Nunnalv 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 ouideiir^
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	tt Bond Release from the Alabama Surface Mining Commission, lying 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	Final Permit
Expiration Date: July 17, 1993	Abstract Date: January 30, 1989
EFFLUENT LIMITS (FINAL)
AL0046370: Allied Products Conpany, Grayhill-Nunnaly Mine
Pollutants
fiitfall
Avg./Max. Limits and Units
Iron#	Total
QQlrQQ4-Q14
3.Q/6.Q	mg/1
Monitoring
2Zrn	grab
Manganese	Total*
XSS	
2.0/4.0,
35/7Q
PH**
6.Q ~ 9.Q
Precipitation Event Limits;
Rainfall
report inches
III
Settleable Solids
Iconi Total	
—/0.5 ml/1
—/7.0 mg/1
J2iL
6.0 - 9.0
121	grab.,
12L
Post-Mining Limits;
Settleable Solids
—/0-5	ml/1
lZrn	grab
J2H_
6.0 - 9.0
~Limitations do not apply if effluent, before treatment, has a pH equal or
more than 6-0 and total iron is less than 10 ma/1.
**If permittee cannot comply with manganese limits. pH mav be as high as 10.5 SU.
mMust be sampled 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 specified in the
generally applicable discharge limitations and must be in compliance with	
those limits*
(31Limitations and monitoring requirement pertains to acid or ferruginous non-control-
led surface mine drainage only.	——_— _

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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 stormwater. 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
saltation 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 toxicity, 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	Final Permit
Expiration Date: November 7, 1991	Abstract Date: January 31, 1989
EFFLUENT LIMITS (FINAL)
AL0054704: General Electric Company
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow
m.
monitor only
l/d total
PH_
6.Q - 9.Q
" recorder
BQP5
8QQ/16QQ	lb/d (1300/1950 lb/d **)
5/w 24-hr comp
ISS_
m/iw
(13QQ/195Q
» **
Cadmium (Total)
2.2/8.1
Copper
2.2/11.0
Lead
2.2/11.Q
NicKel
(2.2/11.0 lb/d ~*)
Zinc
Methylene Chloride
2.2/11.0
4.4/8.8
1/k	grab	
Phenols (Total)
11Q/165
?,4-hr conp
Flow
ML
monitor only
1/w total	
UL
5.5 - 9.0
instant.
BQQL
ISS_
FlOW
2QZ45	mil.
24-hr como
Ml.
30/45
monitor only
l/d	total
BtL
6-Q - 9-Q
2Zm	aiab	
Total Organic Carbon.Total Cadmium
Monitor only
Total Copper, Total Lead. Total Zinc
Methylene Chloride. Total Phenols
*Avq. Dailv/Max. Daily
**Denotes those parameters and limitations that will change with the initiation Of
of Phase IT.

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AL0055239: Gulf 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-hi temper -
982 tpd. Internal Outfall 001A is the monitoring point for the coke plant wastewaters
after treatment, and prior to mixing with the other wastestreams, 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 Creel^.
Existing treatment facilities consist of a settling pond with oil skimming. Effluent
limitations are a B&I determination for the protection of the existing water quality
standards. Monthly 24-hr aOltS 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; Decerrber 4, 1987	Final Pennit
Expiration Date: December 3, 1992	Abstract Date: January 30, 1989
EFFLUENT LIMITS (FINAL)
AL0055239: Gulf States Steel, Inc.
Pollutants	QJtfall	Ava./Max. Limits* and Units	Monitoring
Flow
001
monitor only
continuous
dH

6.0 - 9.0
11
Terrperature

monitor onlv
II -
Dissolved Oxygen

3.5 ma/1 minimum
5/w arah ~
TSS (Nefcl

9.0/22.5 ma/1
" 24-hr erwp
Oil and Grease

6.0/15.0
" grab
Ammonia

0.67/0.67 "
" 24—hr £orrr»
Cvanide (Total)

0.02/0.02 "
" arah
Lead "

0.03/0.03 "
comn **
Zinc "

0.18/0.18 "
" " **
Phenols (4AAP)

0.03/0.085 "
" " ** ~
Benzene

monitor only
1/w arah
Naphthalene

It
n n
BenzoI a)pyrene

n
H If "*
Arsenic (Total)

n
" com ** ~
Chromium "

•t
" " ** ~
Iron "

if
" « **
Mercury "

IV
¦ " **
















*Ava. Dailv/Max. Daily	
**24-hr flow proportioned composite

-------
AR0000582: The ALCOA, facility located in Bauxite, Arkansas, is in both the Ore Mining
and 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 (SIC 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 010). 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 hydra ted lime. Outfall
007 is overflow from the Storm Lake process water impoundment containing bauxite
refining process wastewater, sanitary wastewater, arid 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); 421.13(a)
states that there will be no discharge of process wastewater except for the stormwater
allowances of 421.13(b). The permit limitations are based an 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. Biomonitoring 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 an the originally collected sample. Tests will be conduct
quarterly for a duration of two (2) years.
Effective Date: October 12, 1985	Final Permit
Expiration Date: December 23, 1989	Abstract Date: March 25, 1986
EFFLUENT LIMITS (FINAL)
AR0000582: ALCOA
Pollutants	Outfall Avq./Max. Limits*and Units	Monitoring

:

Flew
007 : report
continuous
TSS
:20/30 mg/1
1/w 24 hr ccnp
Iron
:0.5/1.0 "
II H
Aluminum
:1.0/2.0 "
II It
PH
:6.0 - 9.0
" grab
¦
:

Flew
008,009,:report
continuous
TSS
010 :20/30 no/1
1/w crab
Iron
:0.5/1.0 "
II H
Aluminum
:1.0/2.0 "
II H
PH
:6.0 - 9.0
continuous

•
•

: : :
~Daily average/daily iraxiirum.

-------
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 CFR 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 Ioutre. 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 noncontiguous
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 rftte
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 halides, and ethylene di bromide - EPJ. At Outfall 003, limits
an 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 LC50 test is required
There is no requirement for a BMP Plan included in the permit.
Effective Date: October 30, 1984	Final Permit
Expiration Date: October 29, 1989	Abstract Date: February 28, 1985
EFFLUENT LIMITS (FINAL)
AR0000680: Great Lakes Chemical Corporation
Pollutants
Flow
Outfall Avq./Max. Limits and Units
001	: report	
Monitoring
: continuous
TOC :
—/60 mg/1
1/d* grah
Chlorides t
—/800
"* 24 hr
Total Organic Halides :
—/200 ug/1
1/w* "
Ethylene Dibranide :
—/50
»* H
Total Chromium :
—/50
"* grab
Oil and Grease :
—/15 mg/1
1/d* » —
Temperature :
32.2 C
»* ii —
PH :
6.0 - 9.0
continuous
Flow t 002
report

TOC t
—/35 ncr/1
1/d* grab
Chlorides *
—/160
"* 24 hr Ocrri^
Total Organic Halides :
—/200 ug/1
1/w* "
Ethylene Dibranide :
—/50
»* « —
Total Chromium :
—/50
"* grab
Oil and Grease t
—/15 mg/1
1/d* •• —
Temperature :
32.2 C
" * M —-
cH :
6.0 - 9.0
H II
Flew x 003
report
1/d estimate"-
BCD-5 :
15/25 mqr/1
2/m 24 hr oorrr^
TSS :
15/25

PH s
6.0 - 9.0
2/m grab
: :

*When di«"h«rq
-------
AR0001147: The Arkansas Power and. Light Company operates the Lake Catherine 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; 01A discharges boiler blowdown (0.145 MGD), filter
backwash (0.086 MGD), and regeneration wastewater (0.014 MOD); 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 building 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
(Xitfalls 001 and 002 are based on State water quality standards and BAT effluent
guidelines. Limits for Outfalls 01A, 003, and 004 are based on EPT effluent
guidelines, which under a EPJ determination, are equivalent to BCT. The limitations
for total iron and copper at (Xitfall 004 are based on g&T effluent guidelines. There
are no biomonitoring requirements or BMPs in the permit.
Effective Dates January 25, 1986	Final Permit
Expiration Date: Septenber 30, 1990	Abstract Date: April 10, 1989
EFFLUENT LIMITS (FINAL)
AR0001147; Arkansas Power and Light Conpany - Lake Catherine Plant
Pollutants	Outfall Avo./Max. Limits* and Units	Monitoring


CBAAV4 VIUW0

Flow
001
425/476 MOD
Cpptinuous
Temperature

99/100 (instant, max.) F
It
Total Residual Chlorine

—/66 lh/d (—/0.2 ma/1)
1/w arab
Flow
01A
monitor onlv
)M estimate
TSS

30/100 ma/1
1/w arab
Oil and Grease

15/20 "
n n
pH

6.0 - 9.0
n n
Flow
002
230/240 MGD
CCpt-innous
Tenperature

91/99 (instant, max.) F
r»
Total Residual Chlorine

—/33 lb/d (—/0.2 ma/1)
1/w grab
Flow
003
monitor onlv
continuous
TSS

30/100 ma/1
1/w arab
Oil and Grease

15/20
n n
pH

6.0 - 9.0
n n
Flow
004
monitor onlv
l/fl estimate
TSS

30/100 ma/1
1 /w grab ....
Oil and Grease

15/20
n n
Total Iron

1.0/1.0 "
n "
Total Copper

1.0/1.0 "
n «
pH

6.0 - 9.0
it i
















~Daily Avg./Daily May.

-------
AR0001449: Teletype Corporation, located in Little Rock, 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 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 an 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 an BPJ. Biomoni taring on the
effluent fran the waste treatment system is required tut no BMP Plan is required.
Effective Date: October 16, 1984	Final Permit
Expiration Date: October 15, 1989	Abstract Date: January 23, 1985
EFFLUENT LIMITS (FINAL)
AR0001449: Teletype Corporation (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

: :
Flow
002*^ :report
1/w estimate
TSS
:30/45 ma/1
grab
Temperature
s30/32 C
" in situ
PH
:6.0 - 9.0
grab
Flew
003 :report
1/w estimate
Temperature
:30/32 C
1/d** in situ
PH
:6.0 - 9.0
1/w grab

:


•


:


•
•


:


•
•


•
•


: :

•
•


•
•


t


•
•


: :
: : :
~~When discharging

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AROOO1449s Teletype Corporation, located in Little Rock, 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 CER
433). Three outfalls discharge to a tributary of Little Fourche Creek, as follows!
Outfall 001 consists of 0.12 mgd process wastewater, (Xitfall 002 consists of cooling
tower overflow, and Outfall 003 is ncncontact 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 EPT; 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 EPJ. Biomonitaring on the
effluent frcm the waste treatment system is required but no BMP Plan is required.
Effective Date: October 16, 1984	Final Permit
Expiration Date: October 15, 1989	Abstract Date: January 23, 1985
EFFLUENT LIMITS (FINAL)
AR0001449: Teletype Corporation (Page 1 of 2)
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flow	: 001 : report			 : continuous
Oil and Grease

10.3/20.7 kg/d (26/52 ira/1*)
2/w grab
TSS

12.3/23.4 " (31/60 " *)
" 24 hr carp
Copper

0.22/0.45 " (0.56/1.14 " *)
II H
lead

0.05/0.12 " (0.13/0.3 " *)
II tl
Nickel

0.27/0.54 - (0.67/1.36 " *)
II II
Cyanide (Total)

0.26/0.48 - (0.65/1.20 " *)
11 *1
Cyanide (Amenable)

0.05/0.11 " (0.14/0.27 " *)
M »<
Chromium (Total)

0.27/0.58 " (0.67/1.46 " *)
11 11
Chromium (Hexavalent)

0.03/0.06 " (0.08/0.15 " *)
It H
Tin

0.29/0.36 " (0.73/0.9 " *)
11 II
Iron

0.26/0.57 " (0.65/1.43 " *)
II M
Fluorides

1.53/3.48 " (3.8/8.7 " *)
II M
Phosphorus

0.21/0.34 " (0.53/0.86 " *)
II «
Zinc

0.27/0.58 " (0.67/1.46 " *)
« «
Temperature

30/32 C
continuous
Biomonitoring

report
1/a 24 hr coop
PH

6.0 - 9.0
continuous
















~Equivalent concentrations based on a flow of 0.105 mgd, but not included in
the permit.	:	j	t

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AR0036544: Union Carbide Corporation, Films-Packaging Division is located near Osceola
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 BCD stream is treated by neutralization and equalization, and sanitary and
high BOD effluent is sent to a biological treatment station before it is combined 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 HPJ limits at the facility. At Outfall 001, limits en
COD and ammonia are previous permit limits, and BCD 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 bionraiitoring is required once each quarter for two years at Outfall 001.
Effective Date: October 30, 1984	Final Permit
Expiration Date: October 29, 1989	Abstract Date: March 11, 1985
EFFLUENT LIMITS (FINAL)
AR0036544: Union Carbide Corporation, Films-Packaging Division
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
:


Flew t 001
report
continuous
BOD-5 i
107/213 kg/d (25.9/51.5 ncr/1*)
2/w 24 hr ccmp
COD :
356/711 " (86.1/172 " *)
II it
TSS :
142/284 " (34.4/68.7 " *)
II ft
Ammonia, as N s
213/427 " (51.5/103 " *)
II tl
Chrcmium, Total ?
0.23/0.45 " (0.05/0.11 " *)
1/w "
pH :
6.0 - 9.0
1/d grab
Flew : 101
report
1/d measure
Phenols, Total (4AAP) :
0.05/0.1 kg/d
1/w 24 hr ocmp
Flow :002, 003
report
1/d** estiitate
TOC :
—/50 mg/1
" *~ grab
Oil and Grease :
—/15 "
•' ** «
pH :
6.0 - 9.0
« ** ••
t


:


:


:


t


~Equivalent concentrations based on 1.09 mod, but not included in perm
Lt.
~~Sample during first hour of discharge on day discharge occurs.

-------
AR0037770: CPS Chemical Company is located in West Memphis, Arkansas. 2he facility
is a multipurpose batch operation which produces specialty chemicals and custom
chemicals (SIC 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 is composed of a holding pond follow
equalization, aeration and final clarification. Effluent limitations in the permit
are a EPJ determination of BCT/BAT 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
biodegradatian of the pollutants to meet the limits. Biomanitoring 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	Pinal Permit
Expiration Date: August 29, 1989	Abstract Date: January 29, 1985
EFFLUENT LIMITS (FINAL)
AR0037770: CPS Chemical Company
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

»
:


j

Flow
s 002
:report


:continuous
BOD-5
t
:11.4/33.2
kg/d
(50/146
ma/1*):3/w 24 hr ccnp
COD
j
:113.5/231.7
it
(500/1019
« *) j "

TSS
X
:13.6/29.6
ii
(60/130
" *): "
it
TOC
t
:34.4/100.5
H
(151/442
« *); "
It
TPA (Total Purqeable Araratics)
:0.2/0.7
it
(0.9/3.0
" *)sl/w
it
Total Phenols
:
sO.5/1.4
it
(2.2/6.1
« »
N
4,6-Dinitro-o-cresol
:
.•0.2/0.7
it
(0.9/3.0
" *): "
tl
Phenoxyaoetic Acid
t
xO.l/O.3
it
(0.4/1.3
" *)t "
II

•
•
:


:


:
:


t


:
•
•


•
•


:
•
•


:


:
:


:


t
t


:


:
t


:


:
:


s


:
:


t


t
:


:

*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 and
Dressing Category (40 CFR 440). There is a single discharge to Hack Creek tributary
to Kanab Creek. Oitfall 001 consists of mine drainage water, estimated at 50 gallons
per day. Wastewaters are treated by evaporation, ion exchange, barium chloride
treatment, and sedimentation. Effluent limitations are based on BAT guidelines
(Subpart E, Uranium, Radium, and Vanadium Ores Subcategory) and water quality
standards. 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 (SPOC)
plan. Biomanitoring requirements are not included.
Effective Date: August 1, 1985	Final Permit
Expiration Date: June 30, 1990	Abstract Date: February 7, 1986
EFFLUENT LIMITS (FINAL)
AZ0022144: Energy Fuels Nuclear, Inc., Hack Canyon Mine
Pollutants	Oitfall	Avq¦/Max. Limits and Units	Monitoring
Flow
•
001 :report
•
:l/m composite
TSS
:20/30 mg/1
| *< ii
COD
:100/200 "
•	II It
•
Zinc
:0.5/0.5 "
•	M It
•
Uranium
:2/4
j « It
Radium 226 (dissolved)
:3/5 p a/1
•	M tl
•
Radium 226 + 228 (total)
:5/5
« H l«
•
TDS
: report
^ II fl
Turbidity
:<50 nephelometric turb. units (NIU)
:not specified
Dissolved Oxygen
:>6 mg/1
g *• (l
Temperature
:No greater than 3 C above ambient
9 II II
•
FH
s6.5 - 9.0
:l/m discrete*

:
:

•
•
•
•

• •
• •

:
•
•

•
•
:

• •
• •

: :

• •

: :

•
•
:

:
•
•

•
•
i

:
•
•
~Sample collected in less than 15 minutes.

-------
CA0004111: Aeroiet-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 (011, 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. 1) is designated Outfall 002A. 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
Cuality Control Plan for the Sacromento River Basin and a BPJ determination of BAT.
Effective Date: August 23, 1985	Final Permit
Expiration Date: August 1, 1990	Abstract Date: April 21, 1989
EFFLUENT LIMITS (FINAL)
CA0004111: Aerojet-General Corporation (Page 1 of 2)
Pollutants	OLtfall Ava./Max. Limits and Units
Monitoring
Flow
001.002.002A.003.004.005
monitor only
date, time .^iratlon. volume
Hydrazine
:0.007/0.014 ka/d (o.oi/Q.02 ma/i)	1/discharge grab
CCD

15/30 ka/d
<20/40 ma/1) 1/discharae arab
TSS

60/114 "
(80/150 " )
It
N
Total Dissolved Solids

189/379 "
(250/500 " )
H
n
pH

6.0 - 9.0
91
n
Flow
006
.f irr*» .duration .volume


0.05/— MCD
(excludina stormwater)




0.2/—
(drv weather limit)

Hydrazine **

0.002/0.004
ka/d (0.01/0.02 im/1)
1/w
arab
N-Nitrosod imethvlamine **
0.0002/0.0004
(0.001/0.002 " )
n
11
Nitrate **

7.8/10
(45/60 " _L,
n
n
Nitrite

monitor onlv
it
n
Chlorine Residual **

(0.05/0.10 " )
n
n
dH

6.0 - 9.0
n
n
RECEIVING WATER LIMITATIONS


Arsenic

0.01 ma/1
(Max. Anv Time) 	
l/w
arab
Barium

0.1 "
n
n
Copper

0.01 "
it
n
Cvanide

0.01
n
n
Iron

0.3 "
it
n
Manaanese

0.05 "
it
n
Silver

0.01 "
n
n
Zinc

0.1
it
n
Turbiditv

Increase not to exceed 20%
it
n
Tenperature

Increase not to exceed 5 F 	
n
it
Phenol

0.001 ma/1
(Max. Anv Time)
n
«•
N-Nitrosod imethvlamine

0.0005 "
( " )
H
n
PH

6.5 - 8.5
continuous




~Based on ava. dailv industrial flow of 200.000 aallons.

~*Based on avq. daily, industrial flow of 50,000 gallons.	


-------
EFFLUEOT LIMITS (FINAL)
CA0004111: Aerojet-General Corporation (Page 2 of 2)
Pollutants	Pitfall Ayg./foax, Limits an<3 Units
Monitoring
RECEIVING WATER LIMITATIONS


TOC

monitor onlv
n
Dissolved Oxvaen

ft
n
Electrical Conductivity

monitor onlv
continuous
Nitrate

If
n
Perchlorate

VI
n
Sodium

n
n
CHEMICAL GROUPS TO BE ANALYZED AND REPORTED

001.002.002A.003.004.005

GrouDs A. B. C.and volatile compounds of D 1/discharae arsh
Acid and Base Neutral comoounds :
l/m arab
• •
• •

Receivina Stream

Groups A and B


1/m arab
Groups C and D


2/v








GROUP A

GROUP C





CCD

Antimony

Total Oraanic Haloqen

Arsenic

dH

Beryllium

TSS

Cadmium

Oil and Grease

Total Chromium

Ammonia

Hexavalent Chromium

Oraanic Nitroaen

Cooper

Chlorine Residual

Cvanide

Dissolved Oxvaen

Lead

Turbiditv

Mercurv

Temperature

Nickel



Selenium

GROUP B

Silver



Thallium

Total Hydrazine

Zinc

Nitrate

Barium

Perchlorate

Iron

Sodium

Manaanese

Total Dissolved Solids



Electrical Conductivity







GROUP D

The Volatile. Acid.
application form.
and Base/Neutral Compounds as listed in Form 2C of the NPDES

-------
CA0004464: J-M A/C Pipe Company, Inc. of Stockton, California, is in the Asbestos
Manufacturing Category (40 CFR 427), producing asbestos/cement (A/C) pipe and
polyvinyl chloride (PVC) pipe (SIC 3292, 2821). Two waste streams enter North
Littlejohn Creek, a tributary to French Camp Slough and the San Joaquin River:
Outfall 001 consisting of once-through nancantact 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 the well and is
discharged directly to the creek. Outfall 003 is process wastewater (1.063 mgd) from
the production 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/percolation 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 1 F 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 Dates January 25, 1985	Final Permit
Expiration Date: January 1, 1990	Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
CA0004464: J-M A/C Pipe Carpany, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flew
»
:001, 002
30000/— gpd
i
:continuous
TSS :
2.3/5.1 ka/d 20/45 na/1
:l/w 24 hr camp
TDS l
57/— " 500/— "
:l/m
Settleable Matter :
0.1/0.2 ml/1
:l/w grab
Temperature :
—/86 F^
,1/w**
Asbestos t
no detectable levels
:l/m 24 hr camp
Standard Minerals t
report
:l/v
Bioassay :
70%/90% survival^^
:l/m
PH :
6.5-8.5
:1/w grab
TOC
: 001
—/5 xta/1****
: " 24 hr ccmp
Metals, Fluoride j
report
:l/a
DO
Receiving Water
>5.0 mq/1
:m grab
Turbidity
X M
not > 10% over background levels
:l/m
Temperature
1 **
not > 4 F above ambient
:l/w^
Metals, Fluoride
2 N
report
tl/a grab
Standard Minerals
• II
ft
11/v "
PH
1 M
shall not alter ambient by more
*l/i
t
than 0.5 S.U.
•
:
t 	
~Not to exceed ambient by more than 20 F.
~~~Minimum for any one bloassay/median for any 3 or more oonsec. bioassays.
~~~~In addition to quantity or concentration reported in plant water supply.
11) Frequency not specified.				

-------
CA0004839: Libbey-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 guality standards and
HPT/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. Hie 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. Die 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 (FINAL)
CA0004839: Libbey-Owens-Ford Company (Page 1 of 2)
Pollutants
TSS
Outfall Avq./Max. Limits and Units
001 tl.36/1.36 kg/d(l) (1.2/1.2 mg7I»)
:0.004/0.004 ]±>/tan of product
Monitoring
not specified
:0.95/0.95 kg/dm (0.84/0.84 no/I*T
Oil and Grease
:0.0028/0.0028 lb/ton of product
:0.034/0.034 kg/dm (0.03/0.03 mq7I*T
Phosphorous
:0.0001/0.0001 lb/ton of product
002 :17/27.2 kg/d(l) (6.4/10.3 mq/lM
TSS
:0.25/0.40 lb/1000 sq. ft. of product
:8.8/8.8 kg/d(l) (3.3/3.3 mg/1*)
Oil and Grease
>0.13/0.13 lb/1000 sg. ft. of product
003 140.8/40.8 kg/d(l) (12/12 mg7I*)
TSS
:0.90/0.90 lb/1000 sg. ft. of product
:16.3/16.3 kg/d(l) (4.8/4.8 nq/l*I
Oil and Grease
:0.36/0.36 lb/1000 sg. ft. of product
12.1/2.1 kg/day( 1) (0.8/0.8 no/1*)
Phosphorous
:0.06/6.0 lb/IPO sg. ft. of product"
(2) :2.5/— mgd
Flow
:1.4/2.9 kg7d"
continuous
15/30 mg/1 :l/w 24 hr oanp
BQD-5
162/75
TSS
"30760
* Equivalent concentrations based on 0.30 mgd (Outfall 001), 0.70 mgd (CXitfall 002),
and 0.90 mgd (Outfall 003) flows, but not included in permit.	
(1)	Actual mass limits mast be calculated weekly based on average daily production
rates; Outfalls 001-003 nay then be added together and compared to a single
sample of the ocniblned discharge for compliance.		
(2)	Outfalls 001-005, canbined.		

-------
CA0004839: Libbey-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 noncorvtact 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 standards and
BPT/BftT 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 (FINAL)
CA0004839: Libbey-Owens-Ford Company (Page 2 of 2)
Settleable Matter : (2)
0.1/0.2 ml/1 :l/2w qrab
Chlorine Residual :
—/0.1 mq/1
not specified
Bioassay (96 hr.) :
70%/90% survival^
1/m qrab
Oil and Grease :
monitor
1/w 24 hr ccmp
Standard Minerals :
ll
1/v qrab
Total Coliform :
•I
1/m
Phosphorous :
monitor
1/w 24 hr ccmp
Selenium, Chranium, :
H
1/m qrab*^
Nickel, Cobalt :


Temperature :
—/86 F**
1/d
PH ,
6.5-8.5
l/2w
DO Receivinq Water
>5.0 mq/1
1/w
Residual Chlorine :
monitor
ll "
Turbidity t
no qreater than 10% above backqround
H M
Temperature :
no/qreater than 4 F above ambient
ll ••
PH :
shall not alter ambient more than
not specified
:
0.5 S.U.

:


:
:
~~Not to exceed background temperature by more than 40 F.
~~~When used.
(2) Outfalls 001-005. oattolned.

-------
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 EM! effluent guidelines, the Water Quality
Control Plan for the San Francisco Bay Basin, State Plans and Policies, current plant;
performance, and EEJ. 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 toxicity 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 changes in
the characteristics of the effluent.
Effective Date: February 27, 1985	Final Permit
Expiration Date: February 20, 1990	Abstract Date: April 13, 1989
EFFLUENT LIMITS (FINAL)
CA0005096: Pacific Refining Company
ruxj.ui:diic£»
•


Flow
001
monitor onlv
continuous
BCD 5

74/134 kg/d
1/w 24-hr como
TSS

59/93
« n
CCD

518/1000 "
w N
Oil and Grease

22/40 " (10/20 ma/1)
" 3 arabs
Phenolic Compounds

0.46/1.00 "
" 24-hr como
Ammonia

40/89
« n
Sulfide

0.39/0.88 "
" grab
Total Chromium

0.54/1.56 "
" 24-hr comp
Hexavalent Chromium

0.04/0.10 "
n n
Total Zinc

1.13/2.27 "
l/m
Settleable Solids

0.1/0.2 ml/hr
1/w grab
Soluble BCD5

monitor onlv
" 24-hr comp
Chlorine Residual

Not to exceed 0.0 ma/1
" grab
Total Coliform i

240/10.000 #/100 ml
n n
dH : :
S,Q - 9.0
continuous
ADDITIONAL. LIMITS *UK rvllKJ.PUi.fiP.UC' AV DWmWYittft KUNJPr Lll^t
BGD5 : s 26/48 ira/1
iARGED AT 001.
1/w 24-hr comp
TSS <
:21/33
n w
CCD :
:180/360
n n
Oil and Grease :
: 8/15
" arab
Phenolic Compounds i
:0.17/0.35 -
" 24-hr eonp
Total Chromium s
*0.21/0.60 "
19 91
Hexavalent Chromium i
:0.028/0.062 "
91 N
Flow :
002.003 :report

Oil and Grease :
•—/15 ma/1
occurence-arah
TOC s
!—/no "
99 N
dH :
:6.5 - 8.5
M 91
RECEIVING WATER LIMITATIONS t
Dissolved Oxvaen s :
;5.0 ma/1 minimum '¦
l/m arah
Dissolved Sulfide : t
[0.1 u " !
99 19
DH s s
6.5 - 8.5 !
91 IV
Unionized Ammonia t :
0.025 ma/1 (Annual median} •
•9 99 ""
• «
1O.4 " (Max. any time) _i
99 n

-------
CA0005134: Chevron ygft, Inc.. Chevron Chemical	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 sulfuric acid and oleum (SIC 2819), using alkylation 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 once-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/V87, this will be routed to the
treatment system); 005 through 010 discharge uncontaminated 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 effluent
guidelines, the Water Qjality Control Plan for the San Francisco 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
characterizaticn# 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
sediments and benthic organisms of Castro Cove must be monitored twice per year and a
comprehensive surveillance of the biota that may 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 SME Elan
must also be developed.
Effective Date: June 17, 1987	Final Permit
Expiration Date: July 1, 1992	Abstract Date: April 19, 1989
EFFLUENT LIMITS (FINAL)
CA0005134; Chevron USA, Inc., Chevron Chemical Co., General Chemical Corp.
(Page 1 of 2)
Pollutants	ftitfall Ava.yW. Limits and Units	Mgnitorinq
BCD 5
•
! 001
•
s1610/3040
ka/d
•
instant.
TSS
•
:1330/2090
N
•
TOC
s
j3550/6680
If.
•
Oil and Grease
•
t504/950
n
(8/15 im/n :
Phenolic ComDOunds
•
•
t7.54/22.0
kg/d
(0.17/0.35 ¦ ) *
Ammonia
t
i5$5/l3^ 6


Sulfide
2
s8.82/19.5
N
10.14/0.31 " > t
Total Chromium
1
s8.82/25.3
n
(0.21/0.60 " 1 s
Hexavalent Chromium
1
f0.72/1.62
w
(0.028/0.069 ¦ . 1 t
Settleable Solids
•
:0.1/0.2
ml/1	


-------
EFFLUENT LIMITS (FINAL)
CA0005134: Chevron USA, Inc., Chevron Chemical Co., General Chemical Corp.
(Page 2 of 2)
Pollutants	Outfall ftygt/fcax, Limits an<3 Vnits	Monitoring
Arsenic
001
—/200 ua/1

Cadmium

~/13

Chromium

47/47

Cooper

—/30

Cvanide

/25

Lead

—/56

Mercurv

-VI, 0 "

Nickel

134/194 " (—/71 ua/1 after 7/1/88)
Selenium

26/45
Silver

—/23

Zinc

141/157 "

Phenols

—/500 "

Polynuclear Aromatic Hydrocarbons:--/150 "

ADDITIONAL ALLOCATION FOR STORMWATER RUNOFF

BOD 5

26/48 ma/1

TSS

21/33

TOC

57/106

Oil and Grease

8/15

Phenolic Comoounds

0.17/0.35

Total Chromium

0.21/0.60

Hexavalent Chromium

0.028/0.062 "

TOC
002
5.0 ma/1 max. above intake levels

dH

6.5 - 8.5

dH
003
6.0 - 9.0

Toxicity

%-ht survival n
-------
CA0006165: Stauffer Chemical Company, located in Martinez, California, manufactures
Buifuric acid (SIC 2819) by regenerating spent refinery sludge acids and by turning
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, stormwater runoff, and pre treated 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 an BP J. Permit limits are calculated using an average dry
weather flow, and concentrations based on 1983/84 plant performance data. The
settleable 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 been achieved
100% of the time. However, Stauffer 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 NFDES 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 specified.
Effective Date: April 30, 1985	Final Permit
Expiration Date: April 30, 1990	Abstract Date: June 5, 1986
EFFLUENT LIMITS (FINAL)
CA0006165: Stauffer Chemical Company (Page 1 of 2)
Pollutants	Qitfall Avg./Max. Limits and Units	Monitoring
Flow
t
: 001
:
:—/0.5
mqd


continuous
TSS
:
:7.2/—

20/30
mg/1
2d/w 24hr ccmp
Settleable Matter
:
:0.1/0.2
ml/1


1/d grab
COD
:
:—/16.5
kg/d
—/46
mg/1 :l/w 24 hr canp
Oil and Grease
:
:—/1.8
II
--/5
¦
II M
Iron
:
/0.29
t<
—/0.8
11
It tl
Zinc
:
:0.09/—
ti
0.26/0.8
:2d/w "
Lead
:
:7.2/~
g/d
20/55
ug/1
II »
Chromium

:10.8/~
It
30/65
It
II tl
Cadmium
:
:—/5.4
it
—/15
II
1/w
Copper
:
J--/18
II
—/50
tl
It
pH
:
:6.5-8.5



continuous
TSS
: (1)
:20/~
mg/1


2d/w 24hr ccmp
Zinc
:
:0.26/—
M


II M
(1) Allocations for pollutants attributable to stormwater runoff at 001
total
effluent limits-stormnater runoff allocations + above nass limits.

-------
CA0006165: Stauffer Chemical Company, 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 blcwdcwn, washdcwns, 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
denes tic wastevrater discharged to a subsurface leaching field; the discharges shall be
kept entirely beneath the ground surface at all times. The leachate at 001 is
pre treated with precipitation, flocculation, neutralization, and settling. Final
treatment of 001 is by the same processes. BCT/BftT guidelines for the inorganic
chemicals industry have not been promulgated. The company has treatment technology
equivalent to BAT based an BP J. Permit limits are calculated using an average dry
weather flew, and concentrations based on 1983/84 plant performance data. The
settleable solids and receiving water limits are exceptions, however, based instead on
water quality star^^g in accordance with a Water Quality Control Plan, San Francisco
Bay Basin (July 21, 1982). Compliance with the concentration limits has been achieved
100% of the time. However, Stauffer has only been in ccnpliance 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 naximum 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%. Ccnpliance is to be determined by the Stickleback test results.
The implementation of a BMP plan consistent with general guidance in the NPDES EMP
Guidance Document (June 1981) is required not later than 12 months after the permit
issuance date, and EMP's to be included in the plan are specified.
Effective Dates April 30, 1985	Final Permit
Expiration Date: April 30, 1990	Abstract Date: June 5, 1986
EFFLUENT LIMITS (FINAL)
CA0006165: Stauffer Chemical Company (Page 2 of 2)
Pollutants	CXitfall Avg. /Max. Limits and Units	Monitoring
:

:

Lead :
001
: 20/— ug/1
2d/w 24hr ocno
Chromium :

: 30/— "
ll ti
Receiving Water

Temperature, Turbidity, :
II
:not to exceed background levels
1/m*** grab
Color :

i

DO »
II
:7 mq/1 minimum*
» *#* "
Un-ionized Ammonia :
(1
:0.025/0.4 rrtj/1**
II M
tin :
II
! shall not alter ambient by more
» *** »
i

: than 0.5 s.u.

:

:

:

:

:

:

:

:
		rc	r-r?	r-r—*	rr	sss——

~Median of any three consecutive months shall not be less than 80% saturation?
~~Annual median/maximum.
~**M3nitorinq frequency at specified stations shall be upon occurrence.

-------
CA0029491: Sianetics Corporation, in Sunnyvale, has operated an electrical equipment
maintenance facility (SIC 7379) which has groundwater 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 BPJ determination of BAT. Annual QC/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
Final Permit
Abstract Date: April 19, 1989
EFFLUENT LIMITS (FINAL)
CA0029491: Signetics Corporation
Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
Flow
m.
monitor only
1/d instant.
Tr ichloroethvlene
0.005 ma/1
(instant, max.)
1/m grab
1.1.1-Trichloroethane
Q.QQ5
1.1-Dichloroe thane
0.005
1.2HD ichlor oethvlene
0.005
1.1-Dichloroethvlene
0.005
1.2-Dichloroben zene
0.005
Te tr achlor oethvlene
Q.0Q4
Total Volatile Organics
Q.10Q
pH_
5 ** 8,5
Toxicity (Acutel
median survival = 90%
lZy_
90 percentile not less than 70% survival
BCP5
monitor only
1/y	SlfltL
COL
Ammonia Nitrogen
**
QC/MS Open Scan
lZi:	grab	
Organic Chemicals Identifiable
L
bv EPA Method 601
RECEIVING WATER LIMITATIONS
Dissolved Oxvoen
BH-
5 > Q m/1 mnifflUDL
2/x	grab
6,5 - 8,5
Unionized Ammonia
0.025 ma/i	(Annual Mean)
0*4.
(Max. anv time)
Organic Chemicals Identifiable
monitor only
bv EPA Method 601
INFLUENT MONITORING
QC/MS Scan
ironiter only
IZx	Sli
Organic Chemicals Identifiable
Zix.
bv EPA Method Ml
~~Varies; total ammonia nitrogen shall be analysed and unionized ammonia calculated
whenever fish toxicity test results fail to meet the specified 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 Covote Creek. The wastes pass through a retention basin.. SCreerw 2nd 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 Dates October 28, 1985	Final Permit
Expiration Date: October 10, 1990	Abstract Date: April 20, 1989
EFFLUENT LIMITS (FINAL)
CA0055115: Golden West Refining Company
Pollutants	QutfaU	LittitS flpj Units	Monitoring
Flow
001
monitor onlv
continuous
BCD 5

0.22/0.40 lb/1000 oal./dav of flow

TSS

0.18/0.28

COD

1.5/3.0

Oil and Grease

0.067/0.13

Phenolic Conpounds

0.0014/0.0029

Total Chromium

0.0018/0.0050

Hexavalent Chromium

0.00023/0.00052

dH

6.0 - 9.0

Temperature

Not to exceed 100 F

Turbidity

No increase of natural 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 samples analyzed in anv calendar dav
	O = flow rate	
	C = constituent concentration	

-------
CA0057177: Power ine Oil Company, of Sante Fe Springs, is in the Petroleum Refining
Category (40 CFR 419). This permit is for the 11.8 mgd 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 Fork Coyote
Creek, 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	Final Permit
Expiration Date: May 10, 1989	Abstract Date: April 17, 1989
EFFLUENT LIMITS (FINAL)
^A0057177; Power ine Oil Company
Pollutants	Ctotfall Avg./Max. Limits and Unite	Monitoring
	2	5
2B£_WEATHER LIMITATIONS

Suspended Solids
001 fi34/402 lb/d f«>o/T;n
ma/1)

afittleable Solids
2iJ^and Grease
	 sO.l/O.3 ml/1
s26.8/40.2 lb/fl nn/i«;
mg/1)

3CD5
Phenols
	 :53.3/161 " {20/60
s--/2.fifi " /__/i n
- )
* ^

Itemoerature
sN0t to exceed 100 F

3H
:6.0 - 9.0

W WttftlMKR LIMITATIONS

2IL_and Grease
s— /1514 lh/d 1-/1*
ma/l)

Phenols
!—/im " t /in
¦ \

¦					
				:	
Pally Wet Weather Discharge for anv calendar day
Daily Discharge Rate « (8.34/N) X (the summation of 0 x CI	
	Where;	N = number of samples analyzed in anv calendar dav
	0 = flow rate			
	C = constituent concentration
!	2
		 • •
•	t	•
•	•	S
		;	l.
f NP monitoring requirements or frequencies were included in the permit.

-------
CA0081787: The Mar ley Cooling Tower Company, located in the east Stockton area, 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 CFR 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 on-site treatment plant
consisting of flow equalization, settling, filtration. gE adjustment, and ion
exchange. Effluent limitations are based on Federal Drinking Water Standards and
Water Qjalitv 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	Final Permit
Expiration Date: June 1, 1993	Abstract Date: April 14, 1989
EFFLUENT LIMITS (FINAL)
CA0081787: Marley Cooling Tower Company
Pollutants	Outfall Avq./Max. Limits and Vnits
Monitoring
Flow
001 :0.37/— MGD scontinuous
Toxicity (96-hr)
:min. survival for anv one test ¦ 70% :l/m arah

:median for anv 3 or more tests ¦ 90% : " "
pH
	:6.5 ~ 8,5	 scontinuous
Total Dissolved Solids
:500/500 mo/1
1/d 24-hr cornn
Copper
:6.5/6.5 uo/1
n n
Total Chromium
:50/50
n n
Hexavalent Chromium
:11/11
continuous
Arsenic
s10/10
1/d 24-hr conp
Adjusted Daily Maximum =
(Daily Max. Limit) X (Daily receiving stream flow)/(Daily effluent flowl
Adjusted Monthly Average =		
(Monthly Ava. Limit) X (Avq. monthly receiving stream flow)7(3 X Ava. monthly
				effluent flow!
i)»*
Copper
/65 uo/1
1/d 24-hr conn
Total Chromium
/50
n
n
Arsenic
«~/50
n
n
Total Dissolved Solids
/1000 ma/1
n
VI
RECEIVING STREAM LIMITATIONS
Copper
J 6.5 uo/1
l/w
grab
Trivalent Chromium
5 50
19
n
Hexavalent Chromium
:11
n
vi
Arsenic
:10
n
n
Total Dissolved Solids
*500 ma/1 : "
n
dH
sNot to chanae more than 0.5 units
VI
ii
Temperature
:No more than 5 F increase
H

Total Chromium
Influentsmonitor onlv
l/d
grab
Copoer
• n
n
VI
Arsenic
"
VI
n
Total Dissolved Solids
»
VI
n

-------
C00000248: Am ax. 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 CXitfall 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 EAT storm
exemption (40 CFR 440.131(b)). 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.
Effective Date: November 17, 1987	Final Permit
Expiration Date: Septenber 30, 1992	Abstract Date: March, 14, 1989
EFFLUENT LIMITS (FINAL)
C00000248: Amax, Inc.
Pollutants	Avo./Max. Limits and units	Monitoring
«



Flow
001
report

(report*)

continuous
TSS •
20/30
ma/1 (30/45
ma/1*)
1/w
arab
Ammonia as N (un-ionized)
0.02/0.04
n
(0.02/0.04
" *)
VI
H
Oil and Grease

< 10
fi
« 10
- *)
l/fl
visual**
Total Cvanide

0.117/0.234
n
fO.15/0.30
ma/1*)
1/w
grab
Cadmium

0.012/0.024
n
(0.014/0.028
" *)
It
II
Copper

0.044/0.088
91
(0.133/0.266
" *)
VI
VI
Lead

0.004/0.008
n
(0.018/0.036
" *)
VI
n
Zinc

0.17/0.34
n
(0.52/1.04
" *)
VI
VI
Iron

1.0/2.0
n
(2.1/4.2
" *)
n
n
Manganese

1.0/2.0
n
(1.6/3.2
" *)
n
n
Molybdenum

report

(report*)

VI
n
Fluoride

fl

( " *)

l/q
n
Total Phosphorous

fl

( » *)

n
n
Sulfate

fl

I " *)

VI
n
Temperature

n

( " *)

1/w
VI
Total Dissolved Solids

n

( «

1/m
VI
pH

6.5-9.0

(6.5-9.0*)

1/w
II




~Snowmelt bypass limitations effective for not more than 60 consecutive	
davs between Mav 1-Julv 31 when there is a need to eliminate excess water
—from the industrial wastewater treatment system.		
**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 Qie Mining 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 8£T limits for TSS, pH, and oil and grease are based on
non-dearadation policy and state effluent standards. The cyanide limits are based on
BPJ 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:
Expiration Date:
November 27, 1986
March 31, 1991
Abstract Date:
Final Permit
November 22, 1988
EFFLUENT LIMITS (FINAL)
C00000591: Res-ASARCO
Pollutants
ftltfall
Ava./Max. Limits and Units
Monitoring
F19W
m.
monitor only
1/d instant,
or continuous
TSS
20/30 ma/1
2Zm	grab
Copper (Total Recoverable)
0.05/0.1
Zinc
Q.5/1,0
Lead
0,2/0.4
Manganese
1.0/2.0
(5.0/— ma/1 interim
limit until 12/31/88)
Mercury (Total)
0.Q01/0.002 mg/1
l/m
Cadmium
monitor only
Cyanide
0.1/0.2	ma/l
BfcL
6.5 ~ 9.0
1/w
Oil and Grease
< 10	mg/1
" visual/grab
ftiroonia	(as n)
4.5/-
2/m
Dilution Flow
monitor only
2/m instant.
or continuous
Tenperature
2/m in-situ
Sulfate
IZg	grab
Dissolved Manganese

-------
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 wastewater, 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 001B (Goosequill Ditch) for certain monitoring requirements.
Outfall 002 is an alternate discharge point for wastewater normally discharged through
001, and when used, empties into the St. Vrain Creek. There are two internal
monitoring points; 006 is the discharge from the Turbine Building Drain; and 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 Date: May 29, 1987	Final Permit
Expiration Date: December 31, 1991	Abstract Date: March, 14, 1989
EFFLUENT LIMITS (FINAL)
C00001121: Public Service Company of Colorado - Fort St. Vrain Station
Pollutants	(Xitfall	Ave./Max. Limits and Units	Monitoring
Flow
001
monitor only 	
1/w continuous
Total Residual Chlorine

—/0.014 mg/1

Q)
n
grab
Zinc (Total)

0.66/1.0 "
*
(7)
l/m
91
Cooper "

0.12/0.24 "
*
(2)
fl
91
Chromium "

0.2/0.2
*
(2)
fl
91
Temperature

—/30 C

m
1/w
n
Ammonia

monitor only
*
(2)
1/ro
91
Total Phosphorus

n
*
(2)
91
n
Oil and Grease

15/20 nw/1

(2)
II
91
pH

6.5 - 9.0

(2)
1/w
91
Flow
002
monitor onlv
91
continuous
Total Residual Chlorine

—/0.022 ma/1 	
91
arab
Zinc (Total\

0.75/1.0
*


n
Copper "

0.11/0.22 "
*

n
91
Chromium "

0.2/0.2 "
*

n
H
Temperature

—/30 C
1/w
N
Anmonia

monitor onlv
*

l/m
n
Total Phosphorus

«•
*

it
N
Oil and Grease

15/20 ma/1
*
II
pH

6.5 - 9.0
1/w
91
TSS
006
30/100 ma/1
**

l/m
n
Oil and Grease

15/20
**

1/
-------
C00001147: Conoco. 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 |£T 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. flocculation. a
biological treatment laaoon. and an aeration basin to increase D.O. prior to
discharge. A BMP Plan is required for the interceptor system.
Effective Date: May 1, 1987	Final Permit
Expiration Date: December 31, 1991	Abstract Date: March 8, 1989
EFFLUENT LIMITS (FINAL)
C00001147: Conoco, Inc.
Pollutants	Outfall Avg./toax. frircits and Units	Monitoring
Flow
002.002A
monitor onlv
1/d continuous
BCD 5

328/590 lb/d
1/w arab
TSS

262/411
•f it
COD

2289/4411 "
l/m
Oil and Grease

95/179
1/w
Total Phenols

1.8/7.3
l/m
Ammonia

179/393
It fl
Sulfide

1.7/3.9
n it
Total Chromium

2.1/6.0
l/a
Hexavalent Chromium

0.17/0.38 "
n n
Dissolved Oxvaen
002A
2.0 ma/1 minimum (Until 6/30/88)
l/d in-situ


5.0 ma/1 minimum (Begin 7/1/88)
n it
rsH

6.5 - 9.0
" arab
dH
002
6.0 - 9.0
n 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) 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/electrowinninq 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 san£
filters with coagulant addition. The effluent (1.8 MGD) 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	Final Permit
Expiration Date: December 31, 1992	Abstract Date: November 16, 1988
EFFLUENT LIMITS (FINAL)
C00032158: Eastman Kodak Conpany (Page 1 of 2)
Pollutants	ftitfall Avq./Max. Limits and J2oi£&	Monitoring
Flow (March - May)
•
001 :1.5/— MGD
• 1 /w
•inafanK
(June - August)
51.7/— »
• r»r r>f>n<-i nnm
JSeot - Nov)
!l ,6/— - .
(Dec - Feh)
• i.5/_ »
TSS
:30/45* ma/1
sl/v
a rah
BC05
j30/45* »
• "
ii
Zinc JTotal Recoverable)
•
(March - May)
:0.7/— ma/1
•1/m

(June - August)
• n.8/— "
• 91
n
iSeot - Nov)
.0.8/— ¦
• n
n
(Dec - Feb)
• i _n/— ¦
• 11
II
WPPer !Total Recoverable) s '
(March - May)
*0.27/— "
• n
II
(June - August)
'0.32/— »	
• It
If
	(Sect - Nov)
sO.32/— "
• n
If
(Dec - Feb)
jO.35/— »
• n
If
HSxavalent Chromium**
•
	(March - Mav)
sfl-20/— "
• n
II
	(June - August)
sO.22/— "
• n
If
(Sect - Nov)
sO-23/— -
* "
n
iDec - Feb)
• 0.27/— "
• "
n
Dissolved Aluminum
iReciort fDailv May)
« "
ii
Total Cvanide
. « n
n
ii
Oil and Grease
?—/10 rrn/1	
1 /xaj uienal /nrah
dH
*6.5 — 9.0
. "
grab

-------
000032158: 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/electrowinnina 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 lagflQns. 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. Oitfall 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	Final Permit
Expiration Date: Decenber 31, 1992	Abstract Date: November 16, 1988
EFFLUENT LIMITS (FINAL)
C00032158: Eastman Kodak Conpany (Page 2 of 2)
Pollutants	outfall Avq./Max. Limit? and Units	Monitoring
•
Total Ammonia (as N) : 001
•


(March - Mav) :
:32.0/— ma/1
(18.0/— ma/1 **~)
3/m
C OOTID
(June - August) :
:39.0/— -
(21.0/— " ~**)
n
n
(Seot - Nov) :
:36.0/— "
(36.0/— " ~**)
n
n
(Dec - Feb) :
: 130.0/— "
(130.0/- " ~~~)
n
n
Silver (Total Recoverable)
•


(March - Mav) :
:0.02/0.04 ma/1 (0.01/0.02 na/1***)
3/m
como
(June - August) :
:0.02/0.04 "
(0.01/0.02 " ~~~)
N
II
(Sent - NOv) :
:0.02/0.04 "
(0.01/0.02 " ~~~)
n
II
(Dec - Feb) :
:0.02/0.04 "
(0.02/0.04
n
II
1.2-Dichloroethane :
:monitor onlv
ug/1 ( < 5 ug/1 ~~~)
l/w
grab
Priority Pollutant Scan s
• It
" (exclude Desticides)
2/v
n
•
•
•


•
«


•
•


•
•


•
•


~Monthly Ava/7-Dav Ava	
~~Permittee mav monitor for total chromium as long as it remains <0.20 ma/1: if
total chromium is > 0.70 ma/1, hexavalent chromium must be analyzed and reported
for the same sample.	
~~~These limits ao into effect beginning January 1. 1990	

-------
C00033537: The Coors Porcelain Company, in Grand Junction, manufactures a variety of
ceramic products (SIC 3264) and is in the Clav. Gypsum. Refractory. Ceramics
Category (40 CFR 451). aitfall 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
RgqulatiPnSr except for pH, which is based on Water Quality Standards. A Materials
Containment Plan must be submitted within ninety days of the effective date of the
permit.
Effective Date: April 11, 1986	Final Permit
Expiration Date: Decenber 31, 1990	Abstract Date: November 17, 1988
EFFLUENT LIMITS (FINAL)
C00033537: Coors Porcelain Company
Pollutants	(Xitfall Ava./Max. Limits* and Units
Monitoring
Flow
m.
0.10 MGD fava. monthly!
1/w instant,
or continuous
!££_
EQDL
Fecal Conform
30/45/—	IDsZl	(25/38 lhs/d)
30/45/-
.6QQQ/12,QQQ	*/l00 mi
(25/38
±
lZm	conp

Total Residual Chlorine
Oil and Grease	
Ett.
"/ /0 - 5 ma/1
10 mg/1	(daily max)
6-5 - 9.0
1/w
" visual/arab
grab
Salinity
monitor only
1/q
BQQ5—(influent).
tss
monitor only
1/m como
*avq. monthlv/ava- u^lclv/max. Haily

-------
C00035394: Amax, Inc., owns 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 Ore 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 CXitfall 001 to Coal Creek. Treatment consists of lime
neutralig^tiOhr flocculation. flotation, and filtration to remove heavy metals. There
is also a gH. interlock to prevent the discharge of any out-of-specification water.
CXitfalls 002, 003, 004, and 005 discharge stormwater runoff water from reclaimed or
undisturbed areas around the mine. Effluent limitations are based on State Effluent
Standards 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	Pinal Permit
Expiration Date: June 30, 1990	Abstract Date: November 16, 1988
EFFLUENT LIMITS (FINAL)
C00035394: Amax, Inc.
Pollutants
CXitfall
Avq./Max. Limits and Units
Monitoring
FlQV
ML
monitor only
1/w	instant.
or continuant
TSS
20/30	mgZl_
lZsz	grab
Copper (Total Recoverable)
-/Q.P4
IZdl
Lead
7Q.15
Zinc
-/0.6
Manganese
=/lJL
Mercury (Total)
-/0.00005* ma/1
Oil and Grease
-/10
1/w visual or
grafr
Salinity**
monitor only
l/g grab
EEL
6.5 - 9.0
1/w grab or
continuous
*If reported as "not detected" using EPA approved method that yields the lowest	
detection level ( < 0.0002 mo/1). the permittee shall be considered in compliance.
**Shall be measured as TPS, however, mav be measured as electrical conductivity if
sufficient correlation can be shown to exist between conductivity and TOS.	

-------
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 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 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. Vrain 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, dichloromethane, and cyclohexancne; 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 non-detectable levels of organics, and requires the
preparation of a SPOC Plan.
Effective Date: June 7, 1982
Expiration Date: March 31, 1989
Abstract Date:
Final Permit
February 15, 1985
EFFLUENT LIMITS (FINAL)
C00036897: IBM Corporation (Page 1 of 2)
Pollutants
Outfall
Flow :
001** : report
:l/w
(1)
TSS :
:30/45 ma/1
:2/v
qrab
Oil and Grease :
/10
i(2)

Tetrahydrofuran :
:—/0.5
:2/m
arab
Methyl ethyl ketone :
:—/1.0
: "
it
Toluene :
:—/0.1
• »
•
it
Dichloromethane :
:—/0.15 "
: "
n
Cyclohexanone j
:—/0.2
: "
n
Tetrachloroethylene :
:—/0.84 -
• »
•
ii
Trichloroethylene :
:—/4.8
: "
•i
1,1,1 - Trichloroethane :
:—/1.5
: "
•i
1,1,2 - Trichloro-1,2.2-: : :
Tri fluoroethane :
:—/0.05 "
t 11
n
(1)	Instantaneous or continuous for Outfall 001, estimate for Outfall 002.
(2)	Weekly by visual inspection, monthly by grab sample.	
~Monitoring 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 c±anqe after one year from 2/m to 1/m.
~~Limited 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 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 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 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. Vrain 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, dichloromethane, 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 non-detectable levels of organics, and requires the
preparation of a SPQC Plan.
Effective Date: June 7, 1982	Final Permit
Expiration Date: March 31, 1989	Abstract Date: February 15, 1985
EFFLUENT LIMITS (FINAL)
C00036897: IBM Corporation (Page 2 of 2)
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring*
:
Chloroform
001** :—/1.24 mg/1
2/m grab
Dichloroethane
:—/0.05 "
II M
Dichlorotri fluoroethane
:—/0.05 "
«* II
Tetramethylbenzene
:—/0.05 "
M II
Trimethylbenzene
:—/0.05 "
It II
Xylene
:—/6.0
II II
pH : :6.0 - 9.0 :l/m "
Methyl isobutyl ketone
:report
It II

•
•


:

: :

1
«
:

s	: 	:
		:	:	:
	:	:	:
	:	*	:
~Monitoring requirements are applicable to 001 (plant effluent), 002
(storm sewer), and plant influent, except for flew, TSS, pH, and oil and
grease which do not apply to the plant influent. Pie monitoring frequency
for all organics will change after one year fran 2/m to 1/m.
**Limited to treated water frcm Plumes 1,2,3 and 5.	

-------
000041351: 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 in lime ponds. Neither the mud ponds or the lime ponds have a surface
discharge. The effluent limitations are based on BAT for temperature, BCT for BCD5,
atat£ 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
Countenneasure Plan (SPCC Plan) is required.
Effective Date: December 19, 1986	Final Permit
Expiration Date: September 30, 1991	Abstract Date: November 17, 1988
EFFLUENT LIMITS (FINAL)
C00041351: Western Sugar Cortpany
Pollutants
&££all
Avg./Max. Limits* and Units
Monitoring
Flow
JiflL
U.	MS2	(avg. monthly)
1/w instant.
or continuous
ISS.
30/45/—	nsZL
1/m	grab
BQQ5.
23Z3/—/3493 lbg/fl
Fecal Coliform
3900/7800/— #/100 ml
1/m
Tenperature
32 C	(9Q F)	(daily max)
in-situ
Total Anroonia (as N)
(Oct. - April)
1Q mq/1	(avg monthly)
l/w grab
(Mav - Sept.)
Dissolved Oxvoen
monitor only
in-gitu
EfL
5.5 - 9.Q
grab
Nitrate
one time analysis ma/1
grab
Nitrite
Copper (Total Recoverable)
isasL
Nickel
Zinc
Iron
Priority Pollutant Scan
*ava. monthlv/ava weekly/max. daily

-------
C00041360: The Western Sugar Company, in Greeley, 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 MOD 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, 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: January 9, 1987	Final Permit
Expiration Date: September 30, 1991	Abstract Date: November 17, 1988
EFFLUENT LIMITS (FINAL)
C00041360: Western Sugar Company
Pollutants	Outfall Ava./Max. Limits* and Units	Monitorinn
Flow
001 : 3.45 MGD (avg. monthly)
l/w instant-.



or continuous
TSS

30/45/— ma/1
l/w arab
B0D5

1358/—/2037 lbs/d
n n
Fecal Coliform

4000/8000/- #/100 ml
l/m
Temperature

32 C (90 F) (dailv max)
" in-sit-n
Total Ammonia (as N)



(Oct. - Aoril)

13.5 ma/1 (ava monthly)
l/w arab
(Mav - SeDt.)

0 h n
n ii
Dissolved Oxvaen

monitor onlv
" in-situ
DH

6.5 - 9.0
a rah
Nitrate

one time analysis ma/1
arab
Nitrite

n ii
It
Coooer (Total Recoverable)
n n
n
Lead n

n n
n
Nickel

n n
n
Zinc "

n n
ii
Iron "

n n
n
Priority Pollutant Scan

n it
n




















































*ava- monthly/avg. weeklv/max. dailv


-------
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 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, flOCCUlatiOP> and
coagulation. Sludge is treated by gravity thickening and pressure filtration.
Effluent limitations are based on effluent guidelines, and BP J. No biomonitoring
requirements or EMPs are included in the permit.
Effective Date: June 1, 1988	Final Permit
Expiration Date: June 1, 1993	Abstract Date: April 7, 1989
EFFLUENT LIMITS (FINAL)
CT0000515: O.Z./Gedney Company (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
• •

Flow
•
001
reDort
l/y instant.
TSS
•

n
" grab
Total Oil and Grease
•

n
n n
Temoerature (Receiving Stream!
85 F max. & no more than 4 F increase

Flow
•
002 *
report
i/q total flow
Temoerature (Receiving Stream}
85 F max. & no more than 4 F increase

Iron
•

3.0/5.0 mo/1
" 24-hr COITTD
Ammonia
•

0.86/1.72 "
it it
PhosDhorus
•

monitor only
n n
BCD 5
•

tl
if it
CCD
•

VI
n n
Total Organic Carbon
•

n
it it
Fluoride
•

20.0/30.0 mg/1
n it
TSS
•

20.0/30.0
n n
dH
•

monitor onlv
" ranae
Temoerature
•
003
85 F max. & no more than 4 F increase

Flow
•
003A
monitor onlv
l/y instant.
TSS
•

tl
" grab
Total Oil and Grease
•

«
m tt
dH
•

6.0 - 9.0
it »t
Flow
•
003B
monitor onlv
l/m total flow
dH
•

6.0 - 9.0
" range
Temoerature (Receiving Stream}
85 F max. & no more than 4 F increase

Flow
•
004 *
monitor onlv
M record
Hexavalent Chromium
•

0.1/0.2 mo/1
1/w grab
Total Chromium
•

1.0/2.0 ¦
- 24-hr como
Iron
•

3.0/5.0
« »
Zinc
•

1.0/2.0 "
n "
Ammonia
•

0.86/1.72 "
n «
BCD 5
•

monitor onlv
n »
CCD
•

ft
n »
Total Organic Carbon
•

n
n •»
• •

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

-------
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 Peauabuc*
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. flogculation# and
coagulation. Sludge is treated by gravity thickening and pressure filtration.
Effluent limitations are based on SAT effluent guidelines, and BPJ. No biomonitoring
requirements or BMPs are included in the permit.
Effective Date: June 1, 1988	Final Permit
Expiration Date: June 1, 1993	Abstract Date: April 7, 1989
EFFLUENT LIMITS (FINAL)
CT0000515: O.Z./Gedney Company (Page 2 of 2)
Pollutants	CVtfaU	Ave./Max. Limits and Units
Monitor iryj
Fluoride
JQM.
20.0/30.0	nsZL
1/w 24-hr qflip
Temperature
85 F max. & no more than 4 F-increase
eBL
6.0 - 9,5

20.0/30.0	m/l
1/M	range
24-hr rqpnp
Total Oil and Grease
3-O.Q/—
grab
Total Toxic Organics
Temperature	
—/0.15
**
005
85 F max. & no more than 4 F increase
FJ.W
00 5A
monitor only
1/v instant,
ES-
6.0 - 9.0
2£S_
monitor only
grab
Total Qil and grease
Flow
QQ5B
Free Residual Chlorine
0.2/0.5	m/l
1/v total flow
range
piL
6.Q ~ 9.Q
Tenperature (Receiving Stream)
monitor only
3SS.
3Qt Q/
-------
CT0001007: Robertshaw Controls Company in Milford, Connecticut, is a light-metals
working industry which manufactures air conditioning 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 chemical surface treatment
operations. There are two outfalls from the facility to Great Marsh Creek. Oitfall
001A consists of 70,000 gpd process wastewater from plating, and bellow and tube
cleaning, and Outfall 001B consists of 206,000 gpd nonoontact cooling water. Process
wastewater treatment includes acid and alkali equalization, chromium reduction,
neutralization, chemical precipitation, coagulation, and flocculatian. 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. Temperature limits are based on the Connecticut water quality standards. A
BMP Plan and biomonitoring requirements are not included in the permit.
Effective Date: April 17, 1985	Final Permit
Expiration Date: April 17, 1990	Abstract Date: June 1, 1985
EFFLUENT LIMITS (FINAL)
CT0001007: Robertshaw Controls Canpany
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring

» :
Flow
001A
:report
sl/w

Aluminum

:1.0/2.0 mq/1
f "
cxznp
Chromium, Total

si.0/2.0
• "
H
Chromium, Hexavalent

:0.1/0.2
f w
n
Copper

:1.0/2.0
9 91
II
Iron

:1.0/2.0
f 11
H
Nickel

si.0/2.0
5 H
II
Tin

si.0/2.0
a II
11
Zinc

si. 0/2.0
C 11
II
TSS

:20/30
• M
tl
TTO

S—/1.42
f "
II
Temperature

s—/85 F in receiving stream
f "
II
Cyanide, Total

: report
s 11
It
Tetrachloroethvlene

S M
sl/m
II
PH

:6.0 - 9.0
sl/w
II
Flow
00 IB
: report
sl/m

Temperature

s—/85 F in receiving stream
. II
grab
PH

:6.0 - 9.0
. it
tl

: t

: :

: s

: s

: *

: :

i :

-------
CT0001457: The Whyco 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 MGD of
treated metal finishing wastewater. Both outfalls discharge to the Nauaatuck Rjypr.
Wastewater treatment consists of chemical oxidation, chemical reduction,
neutralization, coagulation, and diatomaceous §££ih filtration. Effluent limitations
are based on the Connecticut General Statutes, the effluent guidelines/ and E£J.
There are no biomonitoring requirements or EMPs in the permit.
Effective Date: February 3, 1986	Final Permit
Expiration Date: February 3, 1991	Abstract Date: April 7, 1989
EFFLUENT LIMITS (FINAL)
CT0001457: Whyco Chromium Conpany, Inc.
Pollutants	Qutfflll Aygt/fa«, Limits and Units	Monitorinr.
Flow : 001
report
1/m total
Temperature (Receiving Stream)
85 F max. & no more than 4 F increase
" grah
pH

6.0 - 9.0
n n
Flow
002 *
report
l/w total f]nW
Cadmium

0.10/0.20 ma/1
" 24-hr comm
Hexavalent Chromium

0.10/0.20
n t»
Total Chromium

1.0/2.0
n n
Cobalt

2.0/4.0
1/m
Copper

1.0/2.0
l/w "
Iron

3.0/5.0
" ii
Lead

0.1/0.2
" n
Nickel

1.0/2.0
» n
Tin

2.0/4.0
1/m "
Zinc

1.0/2.0
l/w "
Cvanide (Ampnable to chlorine)
0.1/0.2
w n
Fluoride (Free)

20.0/30.0 "
n ft
TSS

20.0/30.0
W ft
Total Toxic Oraanics

—/Q.25 " **
1/m
pH

6.0 - 9.5
l/w ranop
Antimonv

monitor onlv
1/a 24-hr conm
Ammonia

It
l/w
BCD 5

fl
ft ft
Methylene Chloride

ft
1/m "
Total Residual Chlorine

11
II ft
Free Residual Chlorine

fl
" range
Cyanide (Total)

fl
l/w 24-hr comr>
Fluor ide "

fl
ft It
Phenols

tl
1/m
















*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.				

-------
CT0001708: General Electric Company, located in Plainville, Connecticut, 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 Quinnipiac River (001, 003). Outfall 001 consists of
metal finishing wastewaters (35,600 gpd); 002 consists of nonoontact 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. The 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	Final Permit
Expiration Date: June 7, 1990	Abstract Date: January 15, 1986
EFFLUENT LIMITS (FINAL)
CT0001708: General Electric Caqpany
Pollutants	Outfall
Flow : 001
report :
TSS :
20/30 mq/1
1/w 24 hr ccmp
Aluminum

2.0/4.0
H M
Chromium, Total

1.0/2.0
II II
Copper

1.0/2.0
It H
Iron

2.0/4.0
II II
Chromium, Hexavalent

0.1/0.2
M II
Silver

0.1/0.43 "
M M
Tin

2.0/4.0
II II
Zinc

1.0/2.0
It II
Cyanide, Amenable

0.1/0.2
«! H
TDD*

—/2.0
1/m
PH :
6.0 - 9.5
1/w ranqe
Total & Free Residual Chlorine
report
ll ti
Methylene Chloride :
II
1/m 24 hr camp
Chloroform :
(i
II •!
Phenols :
•i
II II
Cyanide, Total :
II
1/w
Flow s 002
n

PH :
6.0 - 9.5
1/a Grab
Temperature :
—/85 F, or > than 4 F above ambient.
ti I*
PH
003*
6.0 - 9.5

Temperature

—/85 F, or > than 4 F above ambient.

Flew
003A
report

Total Volatile Qrqanics :
100 ppb
1/m grab
Flow : 003B
report

PH t
II
1/a grab
Temperature :
II
M tl
compliance with a solvent management plan
certifying
**Ccmbined diBrhsrrp

-------
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 MGD
of metal finishing wastewater (Outfall 001), boiler blowdown (Outfall 002), and 0.06
MGD 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	Final Permit
Expiration Date: January 17, 1991	Abstract Date: April 10, 1989
EFFLUENT LIMITS (FINAL)
CT0002101: William Prym, Inc.
Pollutants
Outfall
Avg.Max. Limits and Units
Monitoring
Flow
001
report
l/w total f-lr^
IiD_
21Q/41Q	nsZl_
-—24-hr cone
Copper
1.0/2.0
Iron
3.0/5.0
Nickel
1.0/2.0
Einc
ltP/2,0
3££_
20.0/30.0
Total Toxic Organics
0.50/1.0
**
1/m
EEL
6.0 ~ 9.0
	range
FlOW
S&L
monitor only
1/v instant- 1
Temperature (Receiving Stream)
85 F max. & no more than 4 F increase
qrafr
fiEL
6.0 - 9.0
Flow
003
monitor only
mstanf.
Temperature (Receiving Stream)
Bfi	
85 F max. & no more than 4 F increase
5,0 - 9,0	
grab
~Max. Daily concentration shall not be exceeded bv more than a factor of 1.5.
**In lieu of sampling. a statement certifying compliance with the Solvent Manaaeirenf
Plan mav be included in each monthly report.	_____

-------
CT0002437: Wallace Silversmiths, Incorporated, in Wallingsford, Connecticut,
manufactures flatware and holloware silver products (SIC 3914). Hie facility has two
discharges, both consisting of metal finishing wastewater, to the friinnipiac River.
(Xitfall 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 setiimentation. 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 CFR 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 an BAT 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 no
requirement for biomcnitoring or a BMP Plan included in the permit.
Effective Date: March 27, 1985	Final Permit
Expiration Date: March 27, 1990	Abstract Date: June 5, 1985
EFFLUENT LIMITS (FINAL)
CT0002437: Wallace Silversmiths, Incorporated
Pollutants	(Xitfall Avq./Max. Limits and Units	Monitoring
Flew

: 001
•
: report

l/w
Copper

•
•
Jl.0/3.0
mg/1
" grab
Cyanide,
Amenable
•
•
:0.1/0.5
M
li II
Cyanide,
Total
:
si.0/3.0
M
H M
Silver

•
•
:0.1/0.5
II
II II
Zinc

•
•
si.0/2.61
"
t "
ii
TSS

•
•
:20/30
II
II II
TOO*

•
•
:0.1/0.2
II
II H
PH

•
•
:6.0 - 9.0

II II
Flow

•
•
:report

II
Coooer

•
•
:1.0/3.0
mg/1
" camp
Cyanide,
Amenable
I
:1.0/0.5
It g X
ii
Cyanide,
Total
•
•
:1.0/3.0
II g "
ii
Silver

:
:0.1/0.5
ii ; w
H
Zinc

•
•
sl.0/2.61
•i | "
H
TSS*

•
•
:0.1/0.2
it
%\ %%
PH

:
:6.0 - 9.0

n ii


:
:




9
•
:




•
•
•
•




:
:




:
:
:

	 :	:	:	
~In lieu of analyzing for TIP, each monthly report may include a statement certifying
compliance with a solvent management plan in accordance with 40 CEtt 433.12.	

-------
CT0003671: Waterbury Buckle Company/ located in Waterbury, Connecticut, manufactures
buckles, fasteners, and miscellaneous hardware (SIC 3429) in the Metal Finishing
Category (40 Cm 433). There is a single discharge of metal finishing wastewater from
the facility to Mad River. Outfall 001 is composed of cyanide plating waste (96,000
gpd), combined oxidized arri 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
for incineration. Effluent limitations in the permit are based on Connecticut General
Statutes (Section 22a-430), BP J, 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 biomanitaring are not included in the permit.
Effective Date: May 17, 1985	Final Permit
Expiration Date: May 17, 1990	Abstract Date: February 26, 1986
EFFLUENT LIMITS (FINAL)
CT0003671: Waterbury Buckle Company
Pollutants	Outfall	Avg./Max. Limits and Units
:


Flow : 001
report
canposite
BCD-5 :
it
1/m 24 hr nrmp
Copper :
1.0/2.0 mcr/1
1/w "
Nickel :
1.0/2.0
11 m —
Zinc :
1.0/2.0
11 |t
Cyanide :
0.1/0.2
II „ —
Total Chlorine Residual :
3.0/5.0
1/m ranqe
TIO* :
—/0.75
24 hr onmp
TSS x
20/30
l/w « ^
Fluoride :
20/30
11 tl
pH :
6.0 - 9.5
ranoe
:


:


:


:

~~—
:


:


:


z


:


:


:
:

-------
DE0000051: DuPant de Nemours and Company, Bdqe 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 chlorinatian are combined in the same step. Ferrous chloride iB 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, i mentation, and neutralization. Sludge
disposed is by landfillinq. Outfalls 002 (2.97 mgd) and 003 (1.56 mgd) consist of
untreated nonocntact cooling water and uncontaminated starmwater runoff. At Outfall
001, concentration limits are based an the following (equivalent mass limits based on
8.5 mgd flow): nickel and maximum daily 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 an BP J; and average chromium
- state standards. The limit on average daily iron is a gross limit calculation cn a
net addition of 2.0 mg/1 (state stapH^y^B) 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 (ENREC) 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 on DRBC regulations. There is no BMP
Plan or biomanitaring required in the permit. Die 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 Date: February 15, 1984	Final Permit
Expiration Date: February 14, 1989	Abstract Date: February 27, 1985
EFFLUENT LIMITS (FINAL)
DE0000051: DuPant de Nemours and Conpany,
Edge Moor Pigment Plant
Pollutants	CXitfall Avq./Max. Limits and Units	Monitoring
Flow
001
:
:8.5/—
mqd

continuous
TSS

: 644/1448
ha/d
20/45* mg/1
2/w 24 hr ccmp
BOD-5

: 644/967
tt
20/30*
H H
Lead

s 3/6
t«
0.1/0.2* "
1/m
Iron

1113/258
It
3.5/8.0* "
2/w
Chromium, Total

:5/32
II
0.15/1.0* "
1/m
Nickel

:9/19
II
0.29/0.6* "
it tt
Temperature
:—/49* C
continuous
PH
:6.0 - 9.0
tt
Flow
002
»7/-—
mgd**

It
TSS
002&003
:200/275*
mg/1

3/v 24 hr ocnp
BOD-5

t17/25*
II

II «
Temperature
:—/43* C
continuous
pH
:6.0 - 9.0
it
Flew
003
:3/-f-
mod

•i

:

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

-------
FL0001040: Boioa Camp 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 CFR 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 CCD and TOC is required to indicate contamination by the manufacturing process. A
Reooener clause is in the permit, as is a BMP, however no compliance schedule is
included for the BMP.
Effective Date: June 30, 1988	Final Permit
Expiration Date: June 30, 1993	Abstract Date: November 11, 1988
EFFLUENT LIMITS (FINAL)
FL0001040: Union Cairp Corporation
Pollutants	ftltfall Ayq./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
continuous
Terroerature

35/38 C (95/100 F)
n
Chromium^ (Total)

—/1.0 ma/1
l/m grab **
Zinc "

—/0.03 "
" " **
Iron "

—/1.0 "
n n
Chlorine Residual n

—/0.01 "
" " **
TOC

Reoort
" comD
CCD

n
n n
DH

i
in
«
00
1
o
•
V0
" grab












































































~Total chromium shall not exceed 0.05 ma/1 after reasonable mixing in the receiving
water.	
~~Monitoring required when thev are present as a result of chemical additions bv the
facility*					

-------
FL0002488: 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 001 (21.6 MGD) consists 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, stormwater
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
(Xitfall 001 consists of neutralization and Outfall 002 is discharged directly, without
treatment. The effluent from outfalls 003 and 004 undergoes an unspecified oil and
grease removal before being discharged. Effluent limitations for 003 and 004 apply to
the effluent from oil-water separators. However, the discharge 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 001 before mixing with the receiving stream, and (3)
the final effluent from Outfall 002. No biomonitoring requirements exist, however,
there is a reopener clause.
Effective Date: Septenber 30, 1988	Final Permit
Expiration Date: October 31, 1993	Abstract Date: November 11, 1988
EFFLUENT LIMITS (FINAL)
FL0002488: Jtonsanto Textiles Co.
Pollutants	Qitfaii Avo./Max. Limits*and units	Monitorinq
•
nvMt/iiuA. maiiAwm wv

Flow :001. 002
monitor onlv
continuous
Temperature :
37 C (max)
3/w grab
BOD-5 (net) :
454/1361 ka/d (1000/3000 Ib/d)
" 24 hr coniD
Total Phosohorus " :
20/61 " (45/135 " )
ii "
Total Nitroqen " :
227/680 " (500/1500 " )
n n
dH :
6.0-9.0
continuous
Chlorine Residual (Total)
—/0.2 ma/1 (interim)
]/w arab
•
—/0.04 " (final - 2 years after
n n
•
effective date)

Flow :003.004
report
1/in estimate
Oil and Grease** :
5.0 ma/1
" grab
•


•


*Net daily average/Net daily maximum	
**See discussion in abstract regarding BMP's.

-------
FL0002593: American Cvanamid Company - Fiber Piyjsion> 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 Cfide(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,
Mysidopsis bahia, 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:
Noveirber 1, 1988
October 31, 1993
Abstract Date:
Final Permit
November 10, 1988
EFFLUENT LIMITS (FINAL)
FL0002593: American Cyanamid Co., Fiber Division (Page 1 of 2)
Pollutants	outfall Avq./Max. Limits*an<3 Units
Monitoring
Flow
ML
monitor only
:continuous
Tenperature
35 C (max)
BQP-5
57/114 Kg/<3
(125/250 lb/d)
:2/w camp
IS£_
114/227
(250/500
_L
Total Nitrogen as N
205/318
(450/700

Total Cvanide
0.18/0.34 "
(0,4/0.75
grab
Ortho-phosphate as P
(?.8/13.
-------
EFFLUENT LIMITS (FINAL)
FL0002593: American Cyanamid Co., Fiber Division (Page 2 of 2)
Pollutants	Outfall Ava./Max. Limits*and Units	Monitoring
2.4-DichloroDhenol
001
0.18/0.52
ma/1
(0.40/1.15
lb/d)
1/y
arab
1.2-DichloroDropane

0.71/1.07
n
Q.57/2.36
" \
n
ft
1,3-DichloropropYlene

0.14/0.21
n
(0.30/0.45
It \
n
II
2.4-DimethvlDhenol

0.08/0.17
n
f0.18/0.37
ft \
n
II
2.4-Dini t cotoluene

0.53/1.33
n
(1.16/2.93
n \
n
tt
2.6-Dinitrotoluene

1.19/2.99
n
(2.62/6.58
n \
it
It
Ethvlbenzene

0.15/0.50
it
(0.33/1.11
n \
it
II
Fluoranthene :
0.12/0.32
n
(0.26/0.70
it \
n
It
bis(2-ChloroisoDroovl) Ether
1.40/3.53
n
(3.09/7.77
n \
ft
n
Methvlene Chloride

0.19/0.42
it
(0.41/0.91
n \
tt
n
Methvl Chloride

0.40/0.89
if
(0.88/1.95
it \
it
n
Hexachlorobutadiene

0.09/0.23
n
(0.21/0.50
n \
it
it
Naphthalene

0.10/0.28
n
(0.23/0.61
n \
it
n
Nitrobenzene

0.13/0.32
n
(0.28/0.70
n \
it
tt
2-Nitroohenol

0.19/0.32
n
(0.42/0.71
n \
it
n
4-NitroDhenol

0.34/0.58
n
(0.74/1.27
n \
n
n
2.4-Dinitroohenol

0.33/0.57
M
(0.73/1.26
n \
n
it
4.6-Dinitro-o-Cresol

0.36/1.29
n
(0.80/2.84
n \
it
tt
Phenol

0.07/0.12
91
(0.15/0.27
it \
n
n
bis-(2-Ethvlhexvl) Phthalate
0.48/1.30
R
(1.06/2.86
n \
tt
it
Di-n-Butvl Phthalate

0.13/0.27
II
(0.28/0.59
it \
n
it
Diethvl Phthalate

0.38/0.95
n
(0.83/2.08
n \
ft
it
Dimethvl Phthalate

0.09/0.22
n
(0.20/0.48
it \
it
tt
Benzo(a)Anthracene

0.10/0.28
n
(0.23/0.61
it \
it
it
Benzo(a)Pvrene

0.11/0.28
it
(0.24/0.63
n \
it
it
3.4-Benzofluoranthene

0.11/0.28
it
(0.24/0.63
it \
n
it
Benzo(k)Fluoranthene

0.10/0.28
n
(0.23/0.61
n \
n
it
Chrvsene

0.10/0.28
n
(0.23/0.61
it \
n
it
Acenaohthvlene

0.10/0.28
n
(0.23/0.61
n \
n
it
Anthracene

0.10/0.28
n
(0.23/0.61
n \
it
n
Fluorene

0.10/0.28
n
(0.23/0.61
n \
it
it


0.10/0.28
n
(0.23/0.61
n \
it
it
Pvrene

0.12/0.31
n
(0.26/0.69
n \
it
it
Tetrachloroethvlene

0.10/0.26
n
(0.23/0.57
n \
n
it
Toluene

0.12/0.37
n
(0.27/0.82
n \
VI
n
Tr ichlor oethvlene

0.10/0.25
n
(0.22/0.55
n \
it
n
Vinvl Chloride

0.49/1.25
n
(1.07/2.75
n \
it
it
Total Chromium

Rerort
it
n
Total Cocoer

n
n
tt
Total Lead

if
it
n
Total Nickel

n
it
it
Total Zinc

it
it
n
Acute Toxicity

Mortality < 50% in 100% effluent _
l/q
96-hr using mysid shrimp & fathead
minnows	
* Daily average/Daily Mavimm

-------
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). Qjtfall 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 EftI for lead and zinc, and Ed 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 Plan must be developed within six months, and implemented no later than eighteen
months after the effective date of the permit. The permit contains a reooener clause
addressing changed discharge conditions or unaddressed pollutants found to be present.
Effective Date: February 1, 1989	Final Permit
Expiration Date: December 31, 1993	Abstract Date: January 11, 1989
EFFLUENT LIMITS (FINAL)
FL0002771: Cleaners Hanger Conpany
pollutants	Outfall Ayg./Maxt Limits* and Units	Monitoring
FlOW
001
monitor onlv
continuous
TSS

4.68/10.89 kg/d
1/W 24-hr r?gmn
Total Lead

0.023/0.070 " (report/0.03 ma/1)
1/m -
Total Zinc

0.064/0.061 " (reoort/0.03 " )
n n
Total Iron

—/— (report/1.0 » )
tt N
Chronic Toxicity

NDEC > 100%
6/v camp **
pH

6.0 - 8.5
1/w orah




















































*Avg. naily/Mav. fViilv
~~Monitoring frequency decreases to 2/vear after one year of testing is completed.

-------
FL0034590: Harris Corporation, Semiconductor Division in Palm Bay, Florida,
manufactures semiconductor integrated circuits where circuits are periodically
immersed in acid and solvents, and rinsed in deicnized water (SIC 3674). The facility
is in the Electrical and Electronic Components Category (40 CFR 469, Subpart A). The
permit covers one outfall (Outfall 002) which consists of treated groundwater 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
blowdown, exhaust scrubber water, and process wastewater, but by compliance schedule,
the facility must oease discharge from this outfall by the effective date of the
permit. Operational level at Outfall 002 must be attained by December 1, 1984.
Groundwater is withdrawn from a surface aquifer and is treated by air stripping then
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 (Deoember 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 bade to
groundwater has the most stringent limits; these are reflected in the permit. There
is no biomonitoring requirement in the permit, but a BMP Plan must be implemented
within eighteen months of permit issuance.
Effective Date: September 24, 1984	Final Permit
Expiration Date: September 23, 1989	Abstract Date: May 22, 1985
EFFLUENT LIMITS (FINAL)
FL0034690: Harris Corporation, Semiconductor Division
Pollutants	Outfall Avq./Max. Limits and Units*	Monitoring
: : *
Flow : 002 : report
:continuous
Trichloroethene :
:5/— ug/l
:l/w
grab
1,1-Dichloroethene :
15/- "
: "
M
1,2-Cis-Dichloroethene :
:5/~
2 *t
II
1,2-Trans-Dichloroethene:
:5/—
2 91
tl
Vinvl Chloride >
:5/~ "
2 N
tl
1,1,1-Trichloroethane :
:5/~
2 11
II
1,1-Dichloroethane :
:5/~
2 H
II
Methylene Chloride :
:25/~
2 H
M
1,2-Dichlorobenzene :
:25/—
• M
•1
Chlorbbenzene :
:25/~
2 "
tl
Ethyl Benzene :
:25/—
• II
•1
Toluene :
:25/—
f M
II
EH :
:6.0 - 8.5
2 "
II
: : :
: : :
: : :
: : i
: : :
: : :
~All 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 Gardens,
Florida, and is in the Electrical and Electronic Components Category (40 CETC 469).
The facility's only discharge, Outfall 001, flows intermittently and consists of
chemical etching and cleaning process wastewater combined with reverse osmosis and
deionizatian 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, overflow from
the percolation pond is to a ditch to the Earman River from Outfall 001. Since
discharge is intermittent, only maximum daily effluent limits are imposed. The limit
an TSS is based en 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 EAT guidelines in the Semiconductor Subcategory. In lieu of
monitoring for TT0, the facility can certify compliance with a solvent management plan
submitted to EPA- Fluoride and pH limits are based on water gunlity s^rwHar-ds. There
is no bicmonitaring 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	Final Permit
Expiration Date: January 31, 1990	Abstract Date: April 30, 1985
EFFLUENT LIMITS (FINAL)
FL0037338: RCA Corporation, Solid State Division
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flew
:
001 :report
1/d* instant
TSS
:—/50 mg/1
composite
Fluoride
/10
tt ii
Total Phosphorus as P
:--/15
H it
Ammonia Nitrogen as N
: report
•1 It
TIO
:—/1.37 mg/1
M H
PH
:6.0 - 8.5
" grab

:


:


•
•


•
•


:


•
•


s


:


:


:


:


:


:


:

*Cnce per discharge.

-------
FL0037869: The St. Johns River Power Park (SJFPP) is a new 1,260 megawatt coal-fired
power plant (SIC 4911) in the Steam Electric Power Generation 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 ££».
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: 001 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 MQD; 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 CXitfall 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 teirperature 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)


•
Temperature
001
~/35.6 C f96.0 F) .continuous
Total Residual Oxidants

n.TO ma /I I instant, maxl 1 A. mnU. grabs
Coooer

n.ift » i « ¦ ¦ » \ 2/m 24-hr cam*
dH

6.0 - 9.0
1/w grab
Flow
002
monitor onlv
" instant.
TSS

50 ma/i (instant- max)
1 /m grab
Oil and Grease

5-0 " { " " )
H W
dH

6.0 - 8.5
V?
Flow
003
0.030 MfT) fdailv max)
2/w pumD meter
BCD 5

30/60 ma/1
1 /m 8-hr como
TSS

30/60 "
n n
FlOW
004
monitor onlv
estimate
TSS. IDS. Settleable Solids
««
representative
Total Aluminum. Arsenic. Chromium
99

Coooer. Iron. Lead. Mercurv. Nickel. "
If
Selenium. Silver. Zinc "
m
pH • imonitor onlv
representative

1/d DUIiTD loos
Free Available Oxidantte s t0.2/0.5 mg/1 (not to exceed 2hrs/d)
1/w milt grabs

it n «»
• •

"Monitoring reduced to once/month Starting April 1. 1988.

-------
EFFLUENT LIMITS (FINAL)
FL0037869: St. Johns River Power Park (Page 2 of 2)
Pollutants	Outfall	Aygt/foax, frimitS an<3 VnitS	Monitorinr,


•
Time of TRO discharae

120 minutes/day/tower (instant, max):l/w determine
Cycles of Concentration

Not to exceed 1.5; calculate bv :l/d calr.


24-hr ava intake flow/avo blow3own per tower.
Flow
006
monitor onlv
1/6 DUi-HD
TSS (Before Unit 2 Startup)
130/360 ko/d (30/50** ma/1)
2/w 24-hr crm-i
(After Unit 2 Startup)
220/660 " (30/50** " )
w n
Oil and Grease (Before Unit 2)
45/60 " (10/15 ma/1 ***)
" arab
(After Unit 2 Startup)
90/120 " (10/15 " ***)
« n
Aluminum (Total)

1.5 ma/1 finstant, max) *2/m 24-hr fn®
Arsenic "

monitor onlv
n n *
Chromium "

ft
- *
Copper "

1.0 mo/1 (instant, max)
" " *
Iron "

1.0 ( " )
" " *
Lead

monitor onlv
" " *
Mercury "

0.041 ma/1 (instant, max)
" " *
Nickel "

monitor onlv
» » *
Selenium "

ft
" " *
Silver

0.0064 ma/1 (instant, max)
" " *
Zinc "

monitor onlv
it " *
pH

6.0 - 9.0
continuous
Flow

monitor onlv
1/d pump
TSS

30/100 ma/1 (114 ka ****)
1/d 24-hr
Oil and Grease

15/20 " (57 " ****)
" a rah
Copper (Total)

1.0/1.0 " (3.8 " ****)
" 24-hr copp
Iron "

1.0/1.0 " (3.8 " ****)
W VI
Phosphorus

—/1.0 " (3.8 " ****)
w W
con

monitor only
1 fl
TDS. Settleable Solids, Total
n
1/w 24-hr conp
Aluminum. Arsenic. Chromium. Copper. "
ft VI
Iron. Lead. Mercury. Nickel. Selenium. " _
n ti
Silver. Zinc

n
VI VI
Flow
008
monitor only
1/d nump met^r
TSS

30/100 ma/1
2/w arab
Oil and Grease

15/20
fl fl
pH

6.0 - 9.0
n n
Flow
009
monitor onlv
estimate
TSS. IDS. Settleable SolJ
Lds
•»
representative
Total Aluminum. Arsenic. Chromium. "
n
Copper. Iron. Lead. Mercury. Nickel. "
VI
Selenium. Silver. Zinc " 	 	
VI
PH

6.0 - 9.0
grab
Flow
010
monitor onlv
1/d punp Ipqg
Total Residual Oxidants

n
1/w mult arahfi
Total Aluminum. Arsenic.

IV
2/m 24-hr rrffip
chromium. Copper. Iron.

w
" " *
Lead. Mercury. Nickel.

n
" " *
Selenium. Silver. Zinc

n
" " *












~Monitoring reduced to once/month starting April 1. 1988.
**When coal pile runoff not being processed, daily max shall be 1QQ fflq/1. 	
***When noal pile runoff not being processed, daily avo. and daily max limits are
	15/20 ma/1, respectively.	
****Maximum quantity to be discharged per batch.

-------
FL0037923: Chloride Inc. - Metals Division, in Tampa, Florida, has a scrap battery
cutting operation associated with secondary lead smelting (SIC 3341). The processes
at the facility are covered under the Nonferrous Metals Category, Subpart M -
Secondary Lead (40 CFR 421.133) and include battery cracking (1,635,357 lbs of lead
scrap produced/month); kettle wet air pollution control (1,578,500 lbs of lead
produced from refining/month); casting contact cooling water (1,010,240 lbs of lead
cast using contact cooling/month); and truck wash, employee hand wash, and employee
respirator wash (1,846,845 lbs produced from smelting/month each). Process waters
used for noncontact cooling, dust and surface contamination control, materials
flotation and washing, and battery electrolyte (0.0256 mgd) are collected and treated
by pH adjustment, flocculation/clarificatian and filtration. Ihe first one inch of
contaminated stormwater is collected aixi treated or recycled to process. Discharge is
to Delaney Creek. Effluent limits are based en BAT/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 biamoni taring is required on the effluent
from Outfall 001.
Effective Date: October 1, 1984	Final Permit
Expiration Date: September 30, 1989	Abstract Date: February 20, 1985
EFFLUENT LIMITS (FINAL)
FL0037923: Chloride
Inc.
- Metals Division

Pollutants

Outfall
Avg./Max. Limits and Units
Monitoring

•
•

i
Flow
:
001
report
: continuous
TSS
:

0.66/1.39 ko/d
:l/w 24 hr carp
Antimony, Total
•
•

0.025/0.056 "
. n It
Arsenic, "
•
•

0.017/0.04
• H II
Lead, "
:

0.005/0.008 "
. n m
Zinc, "
:

0.012/0.03
* M H
Ammonia (as N)
:

0/0
» II H
PH
:

6.0 - 9.0
: " crrab
t
>
X
X
:
i
t

:

:
:
:
t
•
•
t
•
•
t
:
t
t
t
:
:
:
t
t
i

-------
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. CXatfall 001 consists of 0.29 mgd paintline and anodizing wastewater and 0.92
mgd noncontact cooling water. Treatment consists of neutralization, flocculation.
Sedimentation, gravity thickening. 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 lbs casting of aluminum ingot; 177,000
lbs aluminum alloy extrusion; 79,000 lbs press heat treatment of extrusions; 42,000
lbs anodizing aluminum extrusion; and 47,000 lbs 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
I£50, (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: Septenber 28, 1984	Final Permit
Expiration Date: September 25, 1989	Abstract Date: November 28, 1988
EFFLUENT LIMITS (FINAL)
GA0000124: Tifton Aluminum Company, Inc.
Pollutants	ftltfflll Ay g./Max. Limits and Units	Monitoring
Flow
001 ireDort
1/d
record
Aluminum. Total
.•3.0/5.2
ko/d
(6.7/11.5 lbs/d)
l/w
grab
Chromium. "
rO.12/0.29
n
(0.27/0.65 " )
11
ft
Chromium. Hexavalent
:0.12/0.25
n
(0.27/0.55 " )
n
ft
TSS
.-63/132
vt
(138/290 " )
n
ft
PhosDhorus. Total
:rer»rt
n
ft
Zinc
:0.6/1.2
ko/d
(1.4/2.6 lhs/d)
ft
ft
Cvanide. Total*
:0.08/0.20
ft
(0.18/0.43 " )
n
ft
Oil and Grease
:39/64
It
(85/141 " )
ft
ft
DH
:7.0 - 9.5
l/d
ft

•


•

~See requirements noted in the above narrative.

-------
GAQ000329: The Goodvear Tire and Rubber Company, in Clahoun, manufactures 600,000
Ibs/d of synthetic latex for use with textiles, paper, and tire cord (SIC 2821), as
well as manufacturing 75,000 lbs/d of FVC film for use in food packaging (SIC 3079).
This facility is in the Pnhh<*r 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, flocculation.
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 CCD, TSS, ammonia, and
Oil and Grease are the same as the previous permit, which were based on demonstrated
performance. The &&£ limits for BCD 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: Noverrber 13, 1987	Final Permit
Expiration Date: November 1, 1992	Abstract Date: December 6, 1988
EFFLUENT LIMITS (FINAL)
GA0000329: Goodyear Tire and Rubber Conpany
PQllUtantS	ftitfall Avo./Max. Limits* and Units	Monitor iM




Flow
001
monitor onlv
continuous
BCD5

19.1/30 ko/d (42/66 lb/d)
1/w grab	
COD

164.1/246 " (362/542 " )
l» «
TSS

18.6/27.9 ¦ (41/61.5 " )
II "
Oil and Grease

—/9.35 " (—/20.6 " )
i/m
Ammonia as N

8.6/12.7 " (19/28 " )
T/w
OH

6.0 - 9.0
n »
COD
002**
monitor onlv
l/disch. grab
TSS

II
n *
r)H

IV
it n




















*Ava. Dailv/Max- Daily					
first flush (acorox. 30 minutes! shall be captured and routed to the wastewater
treatment system.	

-------
GA0000507: William L, Bonnell Company, Inc. in Newnan, 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 lbs/day in the Aluminum Forming
Category (40 CETl 467, Subpart A). Outfall 001 is the facility's only discharge to
Mineral Springs Branch to Mountain Creek and it consists of 0.67 mgd once through
cooling water, cooling tower blowdown, conversion coating water, aluminum anodizing
wastewater, and stormwater runoff. Treatment is by neutralization, and settling in a
clarifier and lagoons and sludge is treated on sand drying beds and disposal is by cn-
site land application and landfilling. Effluent limits are based on BPT/BftT effluent
guidelines except dissolved oxygen which is limited by water quality "standards. A
static bioassay test is required by October 1, 1985. If toxicity (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	Final Permit
Expiration Dates June 30, 1989	Abstract Date: May l, 1985
EFFLUENT LIMITS (FINAL)
GA0000507: William L. Bonnell Company, Inc.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flow
: 001

:report


continuous
TSS
•
•
:40/79.4 kg/d
(15.7/31.2
mg/1*)
1/w
ocmp
Aluminum
:

:5.13/10.3
(2.0/4.1
" *)
H
ii
Chromium, Total
•
•

sO.21/0.51
(0.08/0.20
" *)
M
M
Phosphorus, "
•
•
:2.7/5.4
(1.1/2.1
" *)
H
•l
Oil and Grease
•
•
:36.3/52.2
(14.3/20.5
" *)
•I
grab
Zinc
:
:0.63/1.70
(0.24/0.67
"
1/q
ocnrp
Cyanide, Total
:
:0.14/0.34
(0.05/0.13
" *)
l/y
grab
BOD-5 :
—/94
(—/37
••
It
carp
Dissolved Oxygen :
6.0 mg/1 minimum
1/w
grab
PH :
7.0 - 9.0
l/d
II
:


•
•


•
•


•
•



•
•






•
•
4
4
»




:






:
4
»
»




:






i






:
4
»



: :

~Equivalent 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) Subcategory of the
Pulp. 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 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
EQQdi. 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 by grit removal.
and a runoff collection system for the coal pile. All seven outfalls discharge to the
Chattahoochee River. The effluent limitations for process wastewater are based on
production levelsr BEX guidelines, 40. CEE 430.42. and ea guidelines, 4a CEE
430.43/430,223. for a non-continuous discharger. Pentachlorophenol and
trichlorophenol limitations are based on production levels and BAT guidelines. 40 CFR
430.44/430.224. for a non-continuous discharger. The effluent limitations for the
other miscellaneous discharges are based on BP J. 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: Noveirber 12, 1987
Expiration Date: Noveirber 1, 1992
Abstract Date:
Final Permit
December 7, 1988
EFFLUENT LIMITS (FINAL)
GA0001201: Great Southern Paper Conpany (Page 1 of 2)
•


Flow :001.002
monitor onlv
continuous
BCD5 :
97/193 ma/1 **

TSS .
177/354 ¦ **
n n
BCD40 :
monitor onlv
1/a
Pentachlorophenol :
—/0.018 mg/1 ***
1/m
Trichlorophenol :
—/0.017 " ***
n n
pH s
6.0 - 9.0
1M arab
Flow . 005
monitor only
1/w instant.
BCD5 .
30/45 ma/1
" como
TSS .
30/45
n n
pH .
6.0 - 9.0
" grab
Flow . 004
monitor onlv
l/m estimate
BCD5 •
30/45 ma/1
" grab
TSS
30/45
n n
OH
6.0 - 9.0
n n
**ftnnual average limitations: BCDSi 16.671 lhs/d: TSS: 20.243 lbs/d
***In lieu Of monthly monitoring, the permittee may certify 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 (CrQS? Recovery) Subcategory of the
Pulp. Paper, and Paoerboard Category (40 CFR 430, Subpart D). The facility produces
2834 air dried 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 sludoe lagoons: 003, 2.3 MGD from the emergency pond, treated by a settling
E2Q2L stabilization pond, and controlled discharge? 004, 0.113 MGD from the sanitary
pond, treated by the stabilization pond: 005A and 005B, 56 M(2) 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 runoff 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. guidelines. 40. £ER 430.42. and B£X guidelines. 411 CEE
430.43/430.223. for a non-continuous discharger. Pentachlorqphenol and
trichlorophenol limitations are based on production levels and guidelines. 4Q CFfi
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	Final Permit
Expiration Date: November 1, 1992	Abstract Date: December 7, 1988
EFFLUENT LIMITS (FINAL)
GA0001201: Great Southern Paper Cuipany (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring


flTgl ( tmnt 	lllw VU*W uviixlulxi^
•
Flow
005A & B
monitor onlv
1/m estimate
PH

•
0
1
•
o
1
" orah
Flow
006
monitor onlv
1/w instant.
BOD5

» **
" COTE)
TSS

" **
It ft
PH

6.0 - 9.0
" grab
Flow
007
monitor onlv
2/m estimate
BOD5

30/45 ma/1
" grab
TSS

30/45
ft IV
PH

6.0 - 9.0
1/w "


















•
*Avq. Dailv/Max. Pailv	.
**Annual average limitations: B0D5: 16.671 lbs/d: TSS? 20.243 lbs/d

-------
GA0001619: MercK and Company. Inc. - Merck Chemical Manufacturing Pjvisi 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 MGD of domestic waste and process wastewater and Outfall 002 discharges 5.78
MGD 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 Slu&£# 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, EPJ and demonstrated performance for COD and TSS, and
the State water quality model of the Flint River for B0D5 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.
Effective Date: February 3, 1988	Final Permit
Expiration Date: February 1, 1993	Abstract Date: November 28, 1988
EFFLUENT LIMITS (FINAL)
GA0001619: Merck and Company, Inc.- Merck Chemical Manufacturing Div.
Pollutants	ftitfall Ava./Max. Limits* and units	Monitoring
			 • • ¦
COD
•
-VVi
: mom tor only
:3810/5715 k ciM
:cont
fp.inn/io.finn ihAv-Vw
muous
CGi.uJ
KP5 (June - Oct.}
•


(1200/2100
n \ . n
It
		(NOV. - Mav)
«

: 1134/1Q84 "
(2500/4375
"Is"
n
TSS
•

:1089/1905
(2400/4200
n * .it
«f
ammonia (June - nr+,1
•

:680/1191 ¦
_il500/2625
: n-
n
(Nov. - May}
•

11134/1984 ¦
_J25QQ/4375
It \ . It
n
cyanide. Total
•

: 0.08/0,14 ira/1

:l/d
n
DH
•

:6.0 - 9.0

. «
nrab
Efienols. Total
•

smonitor on!v

• 2/m
n
Total Kieldahl Nitrogen
•



. »
coma
Bromide^
•

. «

• 9/u
ft
Flow
%
002
:monitor onlv

i2/m estimate
Specific Conductance
•

. n

. »
nrflb

•

*6.0 - 9.0

il/d
n
• •
-		t	*
~Avq. Dailv/Max. Daily '
~~Monitoring required only during:periods of Tocainide production

-------
GA0001791: CHIOQPEE. located in Gainesville, is in the Textile dills. 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 MGD of process water to Redwine Creek and Outfall 002 discharges an
unspecified amount of non-contact cooling water and stormwater runoff to Balus Creely,
Wastewater treatment facilities consist of extended aeration, aerobic digestion. a
clarifier. and chlorination. Effluent limitations are based on the following: BCD5 on
the Oconee River Basin Plan, total chromium limits on water crualitv. pH limits are
BPT/BAT. 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 Reduct
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 30, 1987	Final Permit
Expiration Date: November 1, 1992	Abstract Date: December 1, 1988
EFFLUENT LIMITS (FINAL)
GA0001791: CHICQPEE
Pollutants	Qitfall AYq./Max. Limits* and Units	Monitoring
Flow
001
monitor only
continuous
BOD5

84/267 ka/d (184/368 lbs/d)
3/w camp
TSS

185/370 - (408/816 " )
ft n
COD

592/1183 " (1304/2607 " )
tt n
Chromium (Total)

20 ua/1 (dailv max)
l/a COTTD
Phenols "

0.9/1.8 k9/d (2/4 lbs/d)
" arab
Sulfide

1.8/3.6 " (4/8 " )
ft n
Fecal Coliform

400/— #/100 ml
l/w "
BH


3/w
































~Ava. Daily/Max. Daily

-------
GA0002071: Columbia Nitrogen Corporation, located in Augusta, is in the Fertilizer
Manufacturing Category (40 CFR 418, Subparts B, C, D, and E) and produces nitrogen
fertilizer products (SIC 2873). Production is as follows: 3,400,000 lbs/d of
ammonia, 2,200,000 lbs/d of urea (solid), 600,000 lbs/d of urea (solution), 2,700,000
lbs/d of ammonium nitrate (solid), 1,010,000 lbs/d of ammonium nitrate (solid), and
2,950,000 lbs/d of nitric acid. Five outfalls discharge to the Savannah River; 001
untreated process wastewater (2.28 MGD); 002 and 003 - sanitary wastewater package
plant effluent (0.0432 MGD); 004 - cooling tower blowdown (0.374 MGD); and 005 -
treated water plant filter backwash. Treatment consists of two package plants, pH
neutralization, and electrolytic reduction of chrome followed by settling. Effluent
limitations are based on the Bfcl 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 specified.
Effective Date: Decentoer 13, 1985	Final Permit
Expiration Date: Decernber 1, 1990	Abstract Date: November 28, 1988
EFFLUENT LIMITS (FINAL)
GA0002071: Columbia Nitrogen Corporation
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring




Flow
001
monitor only

-------
GA0002160: 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, eft neutralization: 003, activated sludge, gravity
thickening, chlorination. and 1and. application; 004, sedimentation. The Savannah
River D.O. was considered in establishing limits for BOD5 and nitrogen, and the limits
for nitrogen are incorporated in the Savannah River Basin Plan. 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 eiqposed 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: December 4, 1987	Final Permit
Expiration Date: Decerrber 1, 1992	Abstract Date: December 7, 1988
EFFLUENT LIMITS (FINAL)
GA0002160: DSM Chemicals Augusta, Inc.
pollutants	Outfall Avg./Max. Limits* and Units	Monitoring
• • •
Plow 001.002.003**. *** monitor onlv
continuous
BCD5 :
1496/3402 ka/d (3300/7500 lb/d)
3/w carp
CCD :
9072/18.144 " (20.000/40.000 " >
n «i
Total K-jeldahl Nitroaen :
monitor only
•V II
Ammonia :
n
n n
Total Nitrogen :
2722/6804 ko/d 16000/15.000 lb/d)
W N
pH :
6.0 - 9.0
1/d arab
TSS s003 onlv
454/1361 ko/d (1000/3000 lb/d)
3/w coma
Plow i 004
monitor onlv
1/m instant.
TSS s
55/110 ma/1
" grab
dH !
6.0 - 9.0
1/m "
•


•


•
•


•


~Avg. Pailv/Max. Daily	
~~Limitations apolv to the combined discharge of the three exit falls.	
~~~There shall be no discharge of metallic inhibitors in the cooling water or boiler
	blowdown systems except bv approval bv the GA Environmental Protection Division,

-------
GA0002356: Columbia Nitrogen Corporation, located in Garden City, is in the Fertilizer
Manufacturing Category (40 CFR 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 BAT 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 Instr$flm 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; August 31, 1988	Final Permit
Expiration Date: August 1, 1993	Abstract Date: Decenber 1, 1988
EFFLUENT LIMITS (FINAL)
GA0002356: Columbia Nitrogen Corporation
Pollutants	Outfall Avo./Max. Limits* and Units	Monitoring




Flow
001
monitor onlv
n^ntinuous
Ammonia (as N}

455/1364 ka/d (1000 AOOO lhs/d)
1/w como
Nitrate (as N)

455/1364 " fioooAonn " )
n «


227/682 " f500/lSOO ¦ )
it «
riH •
6.0 - 9.0
¦ grab	












i






































t
t
_ . , S . ,'

~Ava. Dally/Max. Daily

-------
GA0003646: Kemira. Inc.. located in Savannah, produces 380,000 lbs/d of titanium
dioxide by the sulfate process, 640,000 lbs/d of titanium dioxide by the chloride
process, synthetic gypsum, and 1,660,000 lbs/d of sulfuric acid (SIC 2816, 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 MGD) 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
consists 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
B&T guidelines plus a BPJ allowance for production; and limits for total iron are
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 Inst ream 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: September 30, 1988	Final Permit
Expiration Date: September 1, 1993	Abstract Date: November 28, 1988
EFFLUENT LIMITS (FINAL)
GA0003646: Kemira, Inc.
Pollutants	CXitfall Avq./Max. Limits* and Units	Monitoriiyj
Flow
001.004 :monitor onlv
continuous
TSS**
:4886/9773 ka/d (10,7c.n'?l,500 lbs/d)
1/d com
Chromium (Total)**
:38.5/86.3 " (84.6/189.9 " )
1/w
Nickel (Total)**
:28.0/58.0 - (61.7/127.7 " )
n n
Soluble Iron**
:27.270/49.910 ko/d (60.000/90.000 " )
i/d
TSS***
!5795/11#590 kg/d (12.750/25.500 " )
n n
Chromium (Total)***
:45.0/99.5 ¦ (99/218.9 - )
l/w
Nickel (Total)***
:29.5/61.3 " (65/134.8 " )
it n
Soluble Iron***
:27.270/49.910 " (60.000/90.000 " )
1/6
pH
*6.0 - 9.0
continuous
Flow
002.003 :monitor onlv
n
DH
:6.0 - 9.0
n

•


•


•


• •
*
*Avg> Paily/Max. Daily	
. **Prior tq expansion pf production	
***Beainning the dav expanded production begins

-------
GAQ003778: Forstmann &. Company. Inc.. located in Louisville, is in the WP2M4/5927 - (6520/13.040 " )
n it
ft n
\*LlLVUlLUi\\ ilQUaiJ ,
Phenol
Sulfide
DH
	
^5Z5,1. " (5-6/11.2 - )
l2,.5/5 .1 - (5.0/11.2 » >
£A/1Q.2 " (11.2/10.2 » )
6.0 - 9.0
l/q
grab
it II
3/w
*Avq. Dailv/Max. naiiy

-------
GA0004120: The Georgia Power Company qperates 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). CXatfalls 01 and 02 discharge 97.92
MGD combined plant wastewaters. These wastewaters are broken down as follows: 01G -
low volume waste from the neutralization tank; 01H - low volume waste from the
pressure 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 Technical
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 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; January 29, 1988	Final Permit
Expiration Date: December 1, 1992	Abstract Date: December 7, 1988
EFFLUENT LIMITS (FINAL)
GA0004120: Georgia Power Company
Pollutants
Oitfall
Ava./Max. Limits* and Units
Monitoring
Flow
01G
¦ ¦
smonitor onlv
**
TSS
;30/100 ma/1
2/m
a rah
Oil and Grease
:15/20
ft
n
TSS
01H
:30/100
1/q
arab
Oil and Grease
:15/20
ft
n
Free Available Chlorine
01A.02A
:0.2/— ma/1 (0.5 ma/1 instant max)"*
1/w mult arahe
Total Residual Chlorine
:monitor onlv ~~~
n
" n
TRC Time (minutes/dav/time)
:-/120
n
« n
Chromium (Total)

i—/0.2 ma/1
l/q
arab
Zinc (Total!
»
:-/1.0 "
n
n
01B.02B.02C: Same limitations as 01A and 02A

Flow
iQ!EfQ2E
:monitor onlv
**
TSS
:30/100 ma/1
2/m
arab
Oil and Grease
:15/20
n
n
Flow
01.02
:monitor onlv
**
Temperature
»
l/w

-------
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 Subcategory 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. CXitfall 001 discharges
approximately 114 MGD of process water, cooling water, and stormwater runoff to the
Savannah River. Wastewater treatment consists of an API Separator and a sand filter.
Except for the daily limits for B0D5 and ammonia, effluent limitations are B&T limits
based on the effluent guidelines set forth in 40 CFR 419.13. Daily limits for B0D5
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 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: December 2, 1987	Final Permit
Expiration Date: December 1, 1992	Abstract Date: December 6, 1988
EFFLUENT LIMITS (FINAL)
GA0004332: Amoco Oil Cotrpany
Pollutants
Outfall
Avq./Max. Limits* and units
Flw
m.
nomtor only
1/d recorder	
BQC5_
ISS_
75/286	ka/d (166/629 lb/d)

(283/440
±
2/m	cfflip
Q22_
800/1557
(1761/3426
_L
Oil and Greasy
Phenolic Compounds
WW
0.22/0.918
(102/198
(0.48/2.02
1/m
Ammonia as N
Sulfide
11/31
Chromium (Total)
Chromium (Hexavalent)
0.73/1.$
(24/68
0.26/0.75
(1.6/3.6
m.
0.022/0.048
6.0 ~ 9.0
(0.57/1.65

_L
(0.048/0,106 " )
iZd	grab
*Avq. Daily/Max. Daily '

-------
GA0024104: Fieldcrest CaailSEL. IDSL, in Eden, is in the Textile Mills Category (40 CFR
410, Subpart F; Carpet Finishing) and manufactures 285,000 lbs/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* tW 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
HPT/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	Final Permit
Expiration Date: November 1, 1992	Abstract Date: December lr 1988
EFFLUENT LIMITS (FINAL)
GA0241041: Fieldcrest Cannon, Inc.
Pollutants	fiitfall Avg./Max. Limits* and Units	Monitoring
Flow
001
monitor only

sl/d total
BOD5

400/800
lbs/d
:l/w orab
TSS

1567.5/3135
If
• n
If
CCD

10.000/20.000
If
• *
n
Chromium (Total)

5.7/8.46
If
:l/a
n
Phenols "

—/5.7
n
• n
rt
Sulfide

11.4/22.8
if
• *>
•
n
Dissolved Oxygen

3.0 ma/1

:l/w
n
Color (ADMI)

monitor only

:l/a
n
dH

6.0 - 9.0

:2/m
n
Flow
002
monitor only

:2/m instant.
TSS

30/100 ma/1

• n
grab
dH

6.0 - 9.0

:2/m
If


•


•
•


•


•
*AV?. Pailv/Max. Daily

-------
GAQ026735; Amercord. Inc. 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 into fine 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 MGD of process wastewater via Outfall 001
to the Qcmulaee 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 EH 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 an 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 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: August 31, 1988
Expiration Date: August 1, 1993
Abstract Date:
Final Permit
December 7, 1988
EFFLUENT LIMITS (FINAL)
GA0026735: Amercord, Inc.
Pollutants
CMtfall
Ava./Max. Limits* and Units
Monitoring
Flow
I£S_
ML
monitor only
31/6Q	mgZL
;3/w instant.
;l/w	arafcL-
Zinc
1.48/2.SI
Copper
2.07/3.38 "
Cvanide. A
0.17/0.34 ka/d (0.37/0.74 lb/d)
Cvanide (Total)
Lsad	
Q.45/Q.9Q
(1.0/2.0
0.43/0.69 ma/1

Oil and Grease
26/52
il/y
Gsfiaism.
0.07/Q.ll
Chromium (Total!
1.71/2.77
Nickel
2-38/3.98 "
SilX££_
--/Q.13
BEL
6.Q ~ 9.0
il/W
TTQ**
~/2.13	ma/l
il/y
Flow
Cyanidei h
Cvanide Destruct System monitor only
Cvanide (Total!
;Qt32/Q.86 ma/1
;Q.65/1.2Q
continuous
—aiflla.
*Avq. Dailv/Max. Daily
**TK> includes all m parameters listed in 40 CFR 433.1] (e). All parameters with.
quantifiable values greater than 0.01 ma/1 will be added to determine TIP.	

-------
GA0049336: The Procter Sl &amt2l£ CellUlQgg CompaQX/ located in Oglethorpe,
manufactures bleached kraft market communition pulp, using a "full cook" process
employing a highly alkaline sodium hydroxide and sodium sulfide cooking liquor
(SIC 2611). The facility is in the PuIp. Paper. Paperboard Category (40 CFR 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, pft
adjustments a primary clarifies fcua aerated lagoons, a final stabilization laaoon.
and 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 BOD5 and TSS are based on NSPS 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 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: October 6, 1988	Final Permit
Expiration Date: September 1, 1992	Abstract Date: December 1, 1988
EFFLUENT LIMITS (FINAL)
GA0049336: Procter & Gamble Cellulose Company
pollutants	ftitfall Ayg./Max. Limits* and Units
Monitoring
Flow
ML
monitor only
continuous
BOD5 (Mav -Oct.)
3366/6541	Kq/d (742P/14r42Q lt?/d)
(Nov. - Apr.)
6731/10*465
(14.840/23.072 " 1
1/d 24-hr
XSS	(Mav - Oct.)
3683/6795
(8120/14.980
)
(Nov. - Apr.)
7366/10.872
(16.240/23.968 " )
Color
monitor only
BQQ20.
lZm_
Dissolved Oxvaen**
5«Q ma/1	(never < 4.Q iro/1)
Production (Air Dried Tons)
monitor only
1/w USGS
1/d	total
QfL
6.0 - 9.0
_gifitL
*Avq« Daily/Max* Daily
**Weeklv aarrpl ina when the Flint River is below 1000 cfs. Tencerature and P.O. ik
be measured in the morning at a depth of one meter at the following stations;
Georgia Hwv. 27. Joe's Island. US Hwv. 280.

-------
HI0000191: Hilo Coast Prooessinq Company-Pepeekeo Mill is located approximately 1/4
mile south of Pepeekeo Point, Hawaii, and produces raw sugar from sugarcane (SIC 2061)
in the Sugar Prooessinq Category (40 CFR 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. Oitfall 003 is
wastewater from tive 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 guidelines 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 Dates March 1, 1985	Fined Permit
Expiration Date: February 28, 1990	Abstract Date: March 11, 1986
EFFLUENT LIMITS (FINSL)
HI0000191: Hilo Coast Processing Conparty
Pollutants	Outfall Avq./Max. Limits*and Units	Monitoring
t I
Flow 1001.002.:monitor onlv
t
tcontinuous
TSS i 003
*3.6/9.9 lb per 1000 lb qross cane**
:l/w camp
Appearance of Discharge Plume
j
:2/v ~**
Gross Cane Processed (tons)
treport****
:l/w comp
i
t
t
t
:
:
t
:
:
:
:
:
t
t
t
t
•
•
:
l x «
t t :
t t :
i t :
it :
1 t s
~Daily average/daily naxinum
~~Gross cane* total sugarcane, soil, and debris received at the mill for
processing. 			
~~~Using color photographs.
~~~~Whan monitoring for TSS.	

-------
HI0000281: The California & Hawaiian Sugar Company, located in Aiea, 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 CFR 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. Hhe 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. Biomanitoring procedures or the submittal of a
BMP plan are not required.
Effective Date: June 30, 1984	Final Permit
Expiration Date: June 30, 1989	Abstract Date: April 28, 1986
EFFLUENT LIMITS (FINAL)
HT0000281: California & Hawaiian Sugar Company
Pollutants	Outfall Avq./Max. Limits* and Units

:
•
»
•
•
Flow
001,002**:monitor only
sl/w
canp
BOD-5
: 002**
78/216 kg/d**
0.86/2.38 lb/ton melt: "
" ***
TSS
•
•
16/49 " **
0.18/0.54 " : "
" ***
Temperature
:
:41/43 C
•
discrete
PH
:
:6.0-9.0
: "
h
Tons of Melt
s
:report
. >i
«
camp

•
i
:


:

:


:
»
•
•
•


: :
:

:
:
:
•
•
:
:
:
t
•
•
:
•
•
•
•
:
:

: :
:

:

:

:
•
•
:
•
•
~Daily average/daily raxirnum
~~Limits apply to combined discharge of 001 and 002 and shall be net loadings.
***Both the influent and effluent shall be monitored.

-------
HI0021059: Marine Culture Enterprises operates a marine shrimp farm (SIC 921) in
Kahuku, Qahu, which consists of enclosed raceways, broodstock poinds, and larval
rearing areas. Approximately 1.3xlOE6 lb/year of shrimp are currently being produced
for commercial sale, and are fed 1.0xl0E6 lb/month of food. This is based on the two
hectares of raceways currently being used which generates 15 mgd 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 specified. Hie facility is in the Fish Hatcheries and Farm
Category. Hie permit limitations are based on water quality standards. Hie facility
has, however, requested a modification to increase the present discharge concentration
limits. Interim limits have been proposed based an BPJ beginning the effective date
of the permit modification 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 far a zone of mixing and
ensure that it is granted and effective not later than 11/1/89. Hie permit includes a
standard reopener clause far toxic pollutants.
Effective Date: November 1, 1984	Final Permit
Expiration Date: October 31, 1989	Abstract Date: April 28, 1986
EFFLUENT LIMITS (FINAL)
HI0021059: Marine Culture Enterprises
Pollutants
Outfall
Avq./Max. Limits and units
Monitoring
Flow
001
report
:continuous
BOD-5
7l0 mq7r
1/w pomp"
Suspended Solids
--715
TKN
Ammonia Nitrogen
/IIP UON/I"
1/m
—12
uq NH3-N/1
Nitrate & Nitrite Nitrogen
/3.5 uq N03+N02-N/1
Qrthophosphate Phosphorus
—/5 uq P04-P/1
Total Phosphorus
-/16 uq-P/1
Turbidity
-/0.20 N.T.U.
EH
8.1 plus or minus 0.5 units
not specified

-------
IA0000191: Quantum Chemical Corporation, in Clinton, produces 1,109,650 lb/d of low
density polyethylene, 880,000 lb/d of high density polyethylene, and 2,282,000 lb/d of
ethylene and propylene (SIC 2821, 2869). This facility is in the Organic Chemicals -
Plastics, sod. Synthetic	Category (40 CFR 414, Subparts D, F, and I). CXitfall
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 discharge
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
BQ0£. Sludge is aerobicallv digested. Outfalls 002 and 003 are equipped with pellet
i£3ES» and CXitfalls 004 and 005 pass through settling bqqsJs. Effluent limitations are
based on the categorical effluent guidelines. No biomonitoring 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
Ava./Max. Limits and Units
Monitoring
Flow
001
2.14/3.67
MOD

icontinunns
BCD 5

347/926
lb/d
f20/52
mg/1)
:4/w 24-hr comn
TSS

569/1848
H
(32/104
" )
»
n
Acenaphthene

0.30/0.82
n
(0.017/0.046
" 1
;l/w
n
Acrvlonitr ile

1.34/3.36
tt
fO.075/0.188
" )
:l/m
arab
Benzene

0.52/1.87
n
fO.029/0.105
" )
il/w
VI
Ethylbenzene

0.45/1.50
n
(0.025/0.084
" >
"
n
Fluoranthene

0.34/0.95
91
(0.019/0.053
" ) s "
24-hr comn
Naphthalene

0.30/0.82
n
(0.017/0.046
VI \
n
N
Phenol

0.21/0.36
H
(0.012/0.020
H \
VI
n
Benzo (a) anthracene

0.30/0.82
n
(0.017/0.046
II \
it
VI
Benzo (a) pyrene

0.32/0.84
n
(0.018/0.047
n \
n
n
3.4-Benzofluoranthene

0.32/0.84
VI
(0.018/0.047
n \
VI
n
Benzo (k) fluoranthene

0.30/0.82
n
(0.017/0.046
N \
n
R
Chrysene

0.30/0.82
n
(0.017/0.046
N \
n
it
Acenaphthylene

0.30/0.82
n
(0.017/0.046
R \
ii
vv
Anthracene

0.30/0.82
n
(0.017/0.046
R \
VI
N
Fluorene

0.30/0.82
n
(0.017/0.046
H \
VI
II
Phenanthrene

0.30/0.82
n
(0.017/0.046
R \
ii
n
Pvrene

0.34/0.93
IV
(0.019/0.052
R \
n
n
Toluene

0.46/1.43
VI
(0.026/0.080
H \
¦
arab
Carbon Tetrachloride

0.25/0.54
IV
(0.014/0.030
n \
l/m
VI
Chlorobenzene

0.21/0.39
VI
(0.012/0.022
n \
n
II
1.2.4-Tr ichlorobenzene

0.95/1.94
VI
(0.053/0.109
R \
N
24-hr conp
Hexachlorobenzene

0.21/0.39
vv
(0.012/0.022
R \
n
VI
Hexachloroethane
i0.29/(K75_
n
(0.016/0.042
99 \
n
VV

«
0.30/0.82
VI
(0.017/0.048
VV \
n
arab
1.2-n fr-hl r»roe thane
4
0.95/2.93
vv
(0.053/0.164
- )
»
VI
1.1.1-THchloroethane t
0.29/0.75
VI
(0.016/0.042
" ) t "
VV
l*l^=ttichJLQEflethans—s	
0.29/0.80
vv
(0.016/0.045
"J i "
vv

-------
EFFLUENT LIMITS (FINAL)
IA0000191: Qiantum Chemical Corporation (Page 2 of 2)
Pollutants
Outfall
Avq./toax. Limits and Units
Monitoring
Chloroethanp
Chloroform
1.45/3.73 lb/d (Q.Ofli/o.anQ wi
:0.29/0.64
(0.016/0.036
1/m
2-Chlorophennl
sO.43/1.36
(0.024/0.076
24-hr coup
1.2-Dichlorobenggng
i1.07/2.27
(0.060/0.127
1.3-Dich.lorobenrenA
'0-43/0.61
(0.024/0.034
It 4-Dichlorobeny.Pr^
1.1-Oichloroethylgn*
iQ«21/Q«39
1.2 Trans-Pighloroethylgne
2.4-Pichlorqphenol
iQ.21/0.34,
(0.012/0.022
s0.29/0.75
(0.012/0.019
iQ.54/1.55
(0.016/0.042
grab
(0.030/0.087
24-hr conp
1.2-D ichl oropropana
1,3-Dichloroproovl wip
'2.12/3.19
(0.119/0.179
SP.41/Q.61	:	(0.023/0.034
grab
2.4-Dimethvlphenol
! 0.25/0,50
<0,014/0.028
24-hr conp
2,4-Din i trotolupnp
tl.57/3.96
(0.088/0.222
2'6-Pin i tr otolupnt*
Bis (2-Chloroi snpropvll
ether
'3.55/8.91
i4.18/10.51
(0.199/0.499
(0.234/0.589
Methylene Chloric
Methvl Ch1orjflft
iQ.55/1.23
si.20/2.64
(0.031/0.069
(0.067/0.148
grab
Hexachlorobutadif»nP
Ni troben 7.f>r\e>
'0.27/0.68
'0-37/0.95
(0.015/0.038
(0.021/0.053
24-hr comp
2-NitrophAnr,]
0,57/0.9$	!!	(0.032/0.054
4-Nitrophpnf)]
sl.OQ/1.73
(0.056/0.097
2,4-DlnitrophAriff]
«0t98/1,71	!	(0.055/0.096
4,6-Dinitro-o-creffni
i1.09/3,8$
(0.061/0.216
Bis (2-ethvlhexyll phfchalat» . 1.43/3.87
Pi-n-butyl phthalate
Diethyl phthalate
Dimethyl phthalatA
TetrachloroethvlenA
.-0.37/0.79
(0.080/0.217
tl.12/2.82
(0.021/P,P44
iO.27/0.66
(0.063/0.158
Tr ichloroethvlene
sO.30/0.79
r.vvrff v.,t.d
(0.015/0.037
_t0.29/0.75
(0.017/0.044
(0.016/0.042
grab
Vinvl Chlnrfrfe
si.45/3.73
(0.081/0.209
Chromium	)
Copper
;?,9$/7,39
i3,87/9,PI
(0.166/0.414
(Q«217ZQjJ50JL
24-hr comp
Cyanide,
l£asL
si.12/3.19
Nickel..
;P.86/1.84
(0,P$3/0.179
84.52/10.«
(0.048/0.103
grab
(Q.253/0¦595
24-hr com?
Zinc
'2.80/6.96
(0.157/Qt39P
eEL
Temperature
i6.P - 9.Q.
:Not to cause a violation of Iowa
grab
RfiW INFLUENT TO TRFJM
	FlW 	

:Water Ojalitv Standards
continuous
BQD5
smonitor only
{continuous
JES_

• 4/w 24-hr comp


AERATION RAflT
	Dissolved ftKYBffl
MLSS
;5/w grab
trontinuous
JSBDBSUtUCA
tmonitar only
» "	
•continuous
;5/w	sub.

AEROBIC DTGRSTBR
	Dissolved

continuous
;5/y	aiabL
tmonltor only
^continuous
J	

-------
IA0002089: 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). There 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
chlorinatian 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. The permit limitations are based on a
combination of Iowa water quality standards 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. The permit does not contain
biomonitoring requirements.
Effective Dates June 29, 1984	Final Permit
Expiration Date: March 31, 1989	Abstract Date: March 25, 1986
EFFLUENT LIMITS (FINAL)
IA0002089: Oscar Mayer Food Corp.
Pollutants	Outfall
Avq. /Max. Limits and Units
Monitoring
: 001 :1.2/2.5 mgd"
Flow
BOD-5
:312/625 lb/d
:l/d 24 hr totaT
31/62 mq/1 :4/w 24 hr camp
/h i	•>	..	—
TSS
; 372/744
37/74
Ammonia Nitrogen (as N) :
(Apr. 1 - Oct. 31)	t_
(Nov. 1 - Mar. 31) :
	 ^ .
.—/55 lb/d plus 5 lb/cfs* 12/24 mq/l:4/w 24 hr camp
H ^ 22/24 11 s "	11
:—/IIP	
; 119/238 IWd
:—/400 per 100 ml
Oil and Grease
19/32 " :l/w grab
Fecal Coliform
:l/m
PH
:6.0 - 9.0


:


•
•


•
•


•
•


:

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

-------
IA0003387: 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 prooess wastewaters and boiler blowdown (intermittent)
which collect in a holding sump. The sump discharge is mixed with noncontact cooling
water (0.03 mgd) from Outfall 002 prior to entering an equalization lagoon for
treatment. Outfall 003 is tempering water (0.02 - 0.03 mgd) 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
on Iowa water quality starvforHg. The facility has submitted an SPCC plan. Hie permit
does not include requirements for biomonitoring.
Effective Date: January 31, 1985	Final Permit
Expiration Date: December 31, 1989	Abstract Date: April 21, 1986
EFFLUENT LIMITS (FINAL)
IA0003387: Chevron Chemical Ccqpany
Pollutants	Outfall Avq./Max. Limits* and Units	Monitoring
:
FlCW
•
•
001
: monitor only
1/d 24 hr total
Ammonia-N
•
•
M
:195/457 Ib/d
" 24 hr ccmp
Nitrate-N
:
II
:148/476 "
ii »
Grganic-N
•
•
ft
:96/180
H "
Oil and Grease
•
•
II
:10/15 mq/1
" qrab
Flew
:
002
: 43/57 mgd
" 24 hr total
Temperature
•
•
M
:**
" grab _
Temperature
•
•
003
:**
|. M
pH***
•
•
002
:6.0/9.5
II H

:

:

: :

: :

: : t

:

t


•
•

i


•
•

•
•


:


I

:

:


:

:


:

:


:

•
•


•
•

•
•
:
~Daily average/daily maximum
~~Shall not cause a violation of Iowa Water Quality Standards.
~**pH limitations apply to Combined discharges fran 001 and 002.
Excursions are allowable as described in 40 CFR 401.17.

-------
IA0003522: Hawkeye Chemical Co., of Camanche, Iowa, manufactures fertilizers inclixiin
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'# permit or fact/rationale sheets. The permit limitations
are based on EPJ and effluent guidelines for the fertilizer industry. The permit does
not contain biomanitoring requirements or a BMP plan.
Effective Date: July 26, 1984	Final Permit
Expiration Date: June 1, 1989	Abstract Date: March 11, 1986
EFFLUENT LIMITS (FINAL)
IA0003522: Hawkeye Chemical Co.
Pollutants	Outfall Avg./Max. Limits and Units
Monitoring
001 :1.85/2.80 roqd
Flow
TSS :
:463/926
lb/d
30/60 mg/1
tl/d grab
Ammonia (as N) :
:390/779
II

• •• it
Organic Nitrogen (as N) :
:135/256
II

• I* *i
Nitrate (as N) :
:170/408
ft

• It If
Total Chrcmium i
:17/36

2/4 mq/1
•	" 11 '
•
Oil and Grease *
:258/385
II
16.7/25 "
| II It
PH :
:6.0 - 9.0


• tl »|
continuous
On days when urea fparaldehyde is being produced, additional increments
are allowed
as follows:
:0.31/0.61 pound/ton/dav'
:0.21/0.39	"
Ammonia (as N)
1/d grab
Organic Nitrogen (as N)
£
7
7
7

-------
IA0003611: The Iowa-Illijiois Gas & Electric Company operates a steam electric
generating facility (SIC 4911) in Bettendorf and is in the Steam Electric Generating
Category (40 CFR 423). Nine outfalls discharge into the Mississippi River and are
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; 011 - transformer cooling water; 013 - continuous cooling water, turbine oil
cooler, and turbine bearing cooling water; 014 - cooling water from turbine condenser,
house 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. BP J. and water
quality standards.
Effective Date: August 28, 1986	Final Permit
Expiration Date: June 30, 1990	Abstract Date: April 10, 1989
EFFLUENT LIMITS (FIWL)
IA0003611: Iowa-Illinois Gas & Electric Ccrrpany
Pollutants	Outfall Avg./fra*. Limits and tfaits
Monitoring
Flow

001
•
!0.003/0.007 MCS
1/w instant.
TSS


s30/100 ma/1
1/m arab ...
Oil and Grease


115/20 "
n n
Temperature


•Not to exceed State water aualitv
i/d
s 'Standards for Mississiooi River

Flow

004
si.0/1.95 MGD
1/w instant t
TSS (Net)


s250/830 lh/d (30/100 ma/1)
l/m arab	
Oil and Grease


s125/165 " (15/20 " )
n n
pH


i6.0 - 9.0
n n
Flow

005
s0.001/0.026 MCX>
l/w instant.—.
TSS


i30/100 ma/I
1/m grab
Oil and Grease


j15/20
fl «
Temperature


• Nnf tn State water aualitv
1/d " —
s -fitanrlards fnr Misalssinni River

Flow

009
!0.54/1.44 MOD
instant.
TSS (Net)


s135/450 lh/d (30/100 ma/1)
l/m grab
Oil and Grease


168/90 ¦ (15/20 " )
II w
dH


16.O - 9.0
n "
Flow

Oil
iO.4/1.44 MOD
«l/w instants
TSS (Net)


s100/334 lh/d (30/100 ma/1)
• l/m grab		
Oil and Grease


•50/67 " (15/20 ¦ )
. " "
dH



. " "
Flow
mvmi.nivmn urn 1/d 24-hr total



2/m arab	.
Temperature
t


l/d

s



pH
!

16.O - 9.0
l/w arab	

5

•


-------
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 Subcategory 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 activated sludge
system. Effluent limitations for BCD5 and TSS are to be calculated on a Viet addition
basis' and only water withdrawn from and returned to the Mississippi River may be used
in these calculations.
Effective Date: August 15, 1986	Final Permit
Expiration Date: August 1, 1991	Abstract Date: April 10, 1989
EFFLUENT LIMITS (FINAL)
IA0003620: ADM Corn Sweeteners
Pollutants	Outfall	Aygt/Max, Lj^jtS an<3 VnitS	Monitoring


				 ¦ ¦
Flow
TPD *
95.5/143 MGD 7/w 24-hr
BCD 5

11.280/33.830 lb/d
7/w 24-hr nomn
TSS

15.610/62.460
n n
dH

6.0 - 9.0
" grab
Temoerature

The outfalls, either alone or in
« W


combination mav not cause a violation of Iowa Wai-er


CUalitv Standards for Class A & B warm waters.
Ammonia
005
—/13 ma/1 (summer)
7/w 24-hr conp


—/36 " (winter)
n n
Ammonia
002
monitor onlv
l/w




OPERATIONAL TESTS LOCATION

Flow
1 QE 2,6
monitor onlv 7/w 24-hr i-nfsi
BCD 5
1,2,7
n
7/w 24-hr comn
TSS
1.2
n
n n
dH
1.2
VI
" arab
Ttonneratiire 1.2.3.4.5
ii
n n
Settleable Solids
2
it
n n
MLSS
3.4.5
n
« n
Dissolved Oxvoen
3.4.5
n
" n
30 Minute Settleabilitv
3.4.5
it
n n




SAMPLING LOCATIONS

1. Wastewater from the collection Dit in building #217.

2. Effluent line form wastewater treatment Dlant.

3. East aeration basin contents.

4. Center aeration basin contents.

5. West aeration basin contents.

6. Recirculation flow to the biological Dacked tower.























» TPD » Total Plant Discharge, consisting of ten outfalls

-------
ID0000167: Hecla Mining Company, Star/Morning Mine and Mill, located near Burke,
Idaho, 1.6 miles N.E. of Wallace, produces lead, zinc, and silver are (SIC 1031) in
the Ore Mining and Dressing Category (40 CER 440). The facility was closed en
June 25, 1982, and the present discharge (0.3 mgd) consists of groundwater drainage
from the Morning Mine 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, (Xitfall 001 discharges
1.13 mgd of process water and groundwater, and 0-2.0 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 surface water. Under the
shutdown mode, discharges from 001 are not authorized. Limitations at 002 are based
an 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 BAT mine and mill guidelines (40 CHR 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. Jtonthly
OMRs are required. Biomonitoring requirements are not included in the permit.
Effective Date: April 30, 1984	Final Permit
Expiration Date: May 1, 1989	Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
ID0000167: Hecla Mining Company, Star/Morning Mine
Pollutants	Outfall Avq./Max	and Units	Monitoring
Flew

: 001
«1.13/3.13
mgd
(no discharge**)
1/d —
TSS

:
*20.0/30.0
mg/1
( 11
*~)
1/w grab
Cu|jp6r i
Total
:
:0.15/0.30
ti
/ n
**)
II H
Zinc,
II
:
:0.6/1.2
ii
/ M
**)
II H
Lead,
M
t
:0.3/0.6
n
/ n
*~)
II H
Mercury,
w
:
:0.001/0.002
M
/ N
~*)
II H
Cadmium,
•i
:
:0.05/0.10
M
(
**)
•1 «l
PH

:
t6.0-5.0

/ 11
**)
1/d
Flow

: 002
:1.3/3.3
mgd
a.5/2.0
mad**)
1/dI1/d**) --
TSS

:
:20/30
mg/1
(20/30
mg/1**)
l/w(l/m**)grab
Copper,
Total
:
:015/0.30
l(
(0.15/0.30
« **)
» ( " **) »
Zinc,
M
:
:0.75/1.5
11
(1.6/2.0
» **)
" f » **) "
Lead,
n
:
:0.3/0.6
H
(0.3/0.6
« **)
" ( « **) »
Mercury,
M
:
:0.001/0.002
II
(0.001/0.002
» **)
" ( " "
Cadmium,
ii
:
:0.05/0.10
II
(0.05/0.10
**)
•I ( " **) "
PH

:
:6.0-9.0

(6.0-9.0
**)
l/d( " **) "
t : :
: : :
: : :
: : :
: : :
: : :
» t i
~Daily
average/daily maximum





~~Items
in parentheses apply during the "Shutdown Mode," meaning a permanent
curtailment of activities. (Not to include vacflti
-------
ID0000809: Idaho Fish and Game-Haqerman 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). Bie facility raises smaller numbers of Fall Chinook
Salmon (10 tans/year), Coho Salmon (5 tons/year), and Brown Trout (2.5 tons/year).
Die fish are fed 155,000 pounds of food during March, the maximum calendar month of
feeding. The hatchery consists of 42 raoeways 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 EPJ for a BCT level of treatment
consisting of vacuum or sandpipe drain cleaning of screened raceways, with off-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.
Effective Date: October 29, 1984	Final permit
Expiration Date: October 30, 1989	Abstract Date: February 21, 1986
EFFLUENT LIMITS (FINAL)
ID0000809: Idaho Fish and Gama-Hagennan Hatchery
Pollutants	Outfall Avq./Max. Limits and Units


Flew : (1)
treport

1/m 24 hr trvhal
TSS (net) :
:5.0/15
mg/1*
" " camp***
Settleable Solids (net) :
:0.1/—
ml/1*
2/m grab
: :

Effluent Flow » (2)
x report
:l/w 24 hr tm-*l
TSS Influent :
:report
4
1/m ****
TSS Effluent i
*85% rmoval/100 ma/1** :l/m 8 hr rrmr.
Settleable Solids Influent
:report
:l/m ****
Settleable Solids Effluent
»90* removal/—**
" grab
Settleable Solids Effluent
X—/1.0 ml/1** :weekly "
i :

t :

: »



: :

t i

: : t
(1)Off-line	(raceway or pond discharges) and flow-through settling. ~
(2)Off-line	settling (cleaning waste treatment system).	^
		t	i	:	
*Daily average/instantaneous maximum.
**Daily minimum/daily maximum.
*»»May reguest a change fran a 24 to an 8-hour camp.	
****During a cleaning event; four grab samples, prior to entering the treatment gystPnT

-------
ID0000892: Clear Springs Trout Co. - Crystal Springs Hatchery is located in Gooding
County, Idaho, and is in the Fish Hatcheries and Farms Category. Production is
reported as 4,000,000 lb/year of rainbow trout (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, nie hatchery consists of 96 raceways and 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 JVC pipe to one of two
settling ponds. Hatchery discharges enter Crystal Springe from an unspecified number
of outfalls. Limitations are based on a EPJ determination of a BCT level of treatment
consisting of vacuum or saixipipe 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 procedures
addressed by the plan are incorporated in the revised permit.
Effective Date: October 29, 1984	Final Permit
Expiration Date: October 30, 1989	Abstract Date: June 5, 1986
EFFLUENT LIMITS (FINAL)
ID0000892: Clear Springs Trout Co. - Crystal Springs Hatchery
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
Flow
lil
report
1/m 24hr total
TSS (net)
5.0/15 mqr/1*"
cctnp'
i***
2/m grab
1/w 24hr total
Settleable Solids (net)
0.1/— ml/1*
Effluent Flow
ill
report
TSS Influent
1/m****
TSS Effluent
85% removed/100 ma/1**
8 hr ccrop
Settleable SolidsInfluent
report
" *~**
Settleable Solids Effluent
90% removal/—**
grab
Settleable Solids Effluent
VI.0 ml/1**"
weekly "
(1)	Off-line (raoe»tty or pond discharges) and flow-through settling.
(2)	Off-line settling (cleaning waste treatment svstsmU
~Daily average/daily maximum.
**Dallv miniinum/dallv maxlitumT
»**May request a change fron a 24 to an 8-hour ocbp.
~~~~During a cleaning event: four grab samples r prior to entering
the treatment system.

-------
ID0000957: The Blue Lakes Trout Farm, Inc. is located 2.5 miles N.W. of Twin 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 rainbow 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 procedures
addressed by the plan are incorporated in the revised permit.
Effective Date: October 29, 1984	Final Permit
Expiration Date: October 30, 1989	Abstract Date: March 18, 1986
EFFLUENT LIMITS (FINAL)
ID0000957: The Blue Lakes Trout Faun, Inc.
Pollutants	Outfall Avq. /Max. Limits and Units

: :
Flew
(1) :report sl/m 24 hr tnt^l
TSS (net)
:5.0/15 mg/1^
" " ocrip*^*
Settleable Solids (net)
:0.1/— ml/1^
2/m grab
Effluent Flow
(2) :report
1/w 24 hr total
TSS Influent
: report
1/m ~~~~
TSS Effluent

85% ramoval/100 mg/1**
8 hr camp
Settleable Solids Influent
report
•• ****
Settleable Solids Effluent
90% removal/—~~
grab
Settleable Solids Effluent
—/1.0 ml/1^
1/w "
Flew
(3) :report
" 24 hr total
TSS
:0.00188/0.00376 x max. amt. processed
2/m 8 hr como
BOD-5
:0.00188/0.00376 x max. amt. processed
•1 H
Oil and Grease

0.001/0.002 x max. amt. processed
" grab
PH

6.0 - 9.0
m	
:
:
:


•
•


: :

: :

(l)Off-line (raceway or pond discharges) and flow-through settling.
(2^Off-line settling (cleaning waste treatment system).	
(3 iProoessing plant (daily average/daily naximum).	~
~Daily average/instantaneous maximum.
~~Daily minimum/daily maximum.
~~~Mky reguest a change from a 24 to an 8 hour camp.		
~~~~During a cleaning event; 4 grab samples, prior to entering the treatment system.

-------
ID0001163: 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. Paper, 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 Snak£ River after receiving primary clarification and
secondary biological treatment. Effluent limitations are based on water quality
standards and BAT/BPT effluent guidelines. The State made a fiEJ determination that
BCT is equivalent to BPT. For a period of one year, the permittee is required to
conduct quarterly 7-day Chronic toxicity £gg£s, using Ceriodaphnia in a series of
dilutions ranging from a control to 100% effluent. The NOEC 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, 1985	Final Permit
Expiration Date: October 29, 1990	Abstract Date: May 4, 1989
EFFLUENT LIMITS (FINAL)
ID0001163: Potlatch Corporation
Pollutants	Outfall Avg./Max. Limits and Units	Monitorinq




Flow
001
monitor onlv
continuous
River Flow

n
1/d
Temperature **

—/92 C
continuous
Production (Air Dried Tons/Day^
monitor onlv
1/m N/A
BCD: where O = river flow in cfs


o > 22.000

22.200/42.600 lh/rt
1/d 24-hr como
20.000 < O < 22.000

18.900/36.300 "
II If
18.000 < 0 < 20.000

15.100/29.000 "
n «•
16.000 < O < 18.000

12.800/24.600 "
vi n
14.000 < O < 16.000

10.600/20.400 "
n n
0 < 14.000

9800/18.800
n n
TSS

40.900/76.000
n n
Heat (Net allowable over

*** (when Snake River terms. is
continuous
Snake River as measured 200
equal to or greater than 67.5 F for
recordina of
ft. upstream of the diffusor}
the previous dav measured at least
flow & temp.


200 ft. upstream from diffusor.





























**iSTI?lon? Citation not aPPliCflfrlft When permittee is required to Tire* the heat
***Heat discharge rate not to exceed that calculated as follows: Snake Fiver flQW at
	Permittee's diffusor (cfs) calcluated hv summation of the flow in the Snake Rivec—
— as measured at the USGS Anatone oauoe. and the flow in the Clearwater River as	
	measured at the USGS Soaulding gauge multiplied bv 593.000 BTO/dav. 	

-------
ID0001180: Eel Monte Corporation, located in Franklin, prepares, processes, and cans
green beans (SIC 2033) and is in the Canned and Preserved Fruits and Vegetable
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 Clltt 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 effluent guidelines for BCD, TSS, and pH, and State water
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	Final Permit
Expiration Date: March 25, 1991	Abstract Date: May 4, 1989
EFFLUENT LIMITS (FINAL)
ID0001180: Del Monte Corporation
Pollutants	Outfall Avq./Max. Limits and Vn its	Monitor inn
Flow
001
monitor onlv
2/d instant. *
BCD 5

523/729 lb/d
2/w 24-hr conn
TSS

705/1366 "
w n
Fecal Coliform

200/— i/100 ml
l/m arab
Dissolved Oxvgen

1.0 ma/1 minimum
2/w
dH

6.0 - 9.0
1/w "
Dissolved Oxygen
Instream
monitor onlv
2/w instream




























~Monitoring frequency should be 4/dav during BCD and TSS sampling.

-------
ID0025259: Naranda 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" status. 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 specific 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) the 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
EPT/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 guality s^Tvto-nds. Due to the shutdown of the mine, monitoring
requirements have been reduced. Hie 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: October 29, 1984	Final Permit
Expiration Date: October 30, 1989	Abstract Date: May 30, 1986
EFFLUENT LIMITS (FINAL)
ID0025259: Noranda Mining, Inc. - Blackbird Mine
Pollutants	Outfall Ave?. /Max. Limits* and Units	Monitoring
a low t
TSS j
001 rmonitor only
:20/30 mg/1
:continuous (ij
:not recr. (1)
Total Zinc :
:0.75/1.50
: » (1)
Total Lead :
:0.3/0.6
: " (1)
Total Mercury :
:0.001/0.002 "
: " (1)
Total Cadmium :
:0.05/0.10
: " (1)
Total Iron :
:nonitor
1/m 8 hr canp(l)
Total Copper :
:0.15/0.30 mg/1
" (1)
Turbidity :
xmcnitor
: hourly** (1)
pH :
:6.5-9.5
1/d 8 hr campfl)
Flow 002a.002bsmonitor only
:l/m grab (2)
BOD-5 t
003 :30/45 no/1
: « - (2)
Suspended Solids :
:30/45
s " " (2)
Fecal Colifona :
:200/400 per 100 ml
: » " (2)
pH :
:6.5-9.0
j 11 M
*001—daily average/daily naximum; 002a, 002b, 003—monthly average/weekly average.
**Sample type not specified, but sampled not more than 8 times/day.
(1) Level A monitoring. Level B monitoring shall begin if devatering of the mine
beyond the bulkhead is initiated, the behead is removed, or the mill is placed
in operation for a period expected to exceed 60-90 consecutive davs, and is as
follows: Flew, cH-oontinuous: TSS. oocoer. zinc. lead, mercury.
cadmium, iron -
1/w canDosite; turbidity - not reguired.
(2) level C monitoring, performed at all times except when Level D is reguired—i.e.,
when the work force increases fbevond three Deoolel or the occucancv of the Cobalt
increases. Level D is
as follows: Flow-5/w grab; pH-l/w grab; BOD-5, suspended
solids-1/w 24 hr oanc.
; fecal colifom-l/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 Ore 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. CXitfall 002, which
empties into Jordan Creek, consists of effluent from two sedimentation 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 aualitv-baspd limitative
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 Monitoring 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 and 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 conpliance with the 20% effluent limit.
Effective Date: August 29, 1988	Final Permit
Expiration Date: August 30, 1993	Abstract Date: May 1, 1989
EFFLUENT LIMITS (FINAL)
ID0026468: Sunbeam Mining Corporation (Page 1 of 2)
Pollutants	Ava./Max. Limits and Units	Monitoring
Residual Cyanide
001 :less than or eaual to 0.05 mg/1 weak
1/batch

:acid dissociable cvanide (WAD)

pH
:7.0 - 9.0
1/batch
Flow (commingled)
002 :monitor onlv
1/d weir/flimya
Flow (sed. pond # 2)
:no discharge unless annual precipitat
Lon

:exceeds annual evaporation
1/d weir/flum
-------
EFFLUENT LIMITS (FINAL)
ID0026468: Sunbeam Mining Corporation (Page 2 of 2)
Pollutants	Oitfall	Ava./Max. Limits and Units
Monitoring
Cvanide (WAD)
002
0.022/0.030 ma/1
1/w arab
dH

6.0-9.0
ft ft
ALTERNATE LIMITS TO BE USED AT THE OPTION fF THE PERMITTEE

Cadmium
002 :less than or eaual to backaround or
1/w qrfll?

:less than or equal to 0.05 ma/1.


swhichever is more strinaent

Lead
:less than or equal to backaround or
1/w arab

:less than or eaual to 0.3 ma/1.


:whichever is more strinaent

Mercurv
:less than or eaual to backaround or
1/w arab

:less than or eaual to 0.001 ma/1.


:whichever is more strinaent

Copper
rless than or eaual to backaround or
1/w arab

:less than or eaual to 0.015 ma/1.


:whichever is more strinaent 	

SEDIMENTATION POND NO. 2 INFLUENT

Flow :
monitor onlv
1/d weir/flume
TSS :
VI
1/w arab
Arsenic (Total Recoverable)
n
n n
Dissolved Arsenic

it
n n
Cvanide (WAD)

91
it it




GROUNDWATER MONITORING ANALYSIS

Dissolved Lead
l . ^ VVW «IIH/ A mtr -tmwviumm
:> 0.05 ma/1 or backaround (whichever is areaterl	
Dissolved Silver
:> 0.05 ma/1 or backaround (whichever is areater)
WAD Cvanide
n_nn5? mn/i nr hsrikoronnd (whichever is areaterl	

•


•





-------
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 sludoe. 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, (Xitfall 002 of contact and non-contact cooling water, and Outfall
003 of non-contact cooling water. The permit limitations are based on State
Standards.
Effective Date: September 21, 1988	Final Permit
Expiration Date: July 1, 1993	Abstract Date: March 28, 1989
EFFLUENT LIMITS (FINAL)
IL0000744: Cablec Corporation
r-U-L-LU LOllLO "in«1 ¦ li Mm i
•

auiiA LUi. JJiy
Flow(MCD)
:001.2.3
Measure when monitoring
Estimate
pH :
6.0 to 9.9 S.U.
1/mo
Grab
BCD 5
: 001
0.42/4.2 lb/d
(10/20 ma/1)
fl
Composite
TSS !
.50/5.0
(12/24 m/1)
M
N
Fecal coliform :
400/100ml
t "
Grab
TSS
:002.003
f15/30 ma/1)
it
COIIDOsite
Temperature* :

n
Grab
Cooper. Total
j 002
fO.O2Max.m9/!)
n
II










1
*Maxiimm temperature above natural temperature must not exceed SF. Water temperature
shall not exceed the maximum limits during more than one percent of the hours in
jtbe.
12-month period ending with anv month. Moreover, at no time shall the water
tenperature exceed the maximum limits bv more than 3F. The temperature limits are
Jan-Mar 60F. Aor-Nov 9QF¦ and Dec 6OF.			_______

-------
iloooi244: The ciarK Oil k fining Corporation in Hartford, is in the Petroleum
Refining Category (40 CFR 419) and produces motor fuels, heating fuels, asphalt, and
coke (SIC 2911). The facility has one discharge (Outfall 001) which receives waste-
water from crude distillation, continuous coker, fluid cracking, alkylation, sanitary
system, stormwater runoff, cooling tower blowdown, lime softening water, and boiler
blowdown. The waste streams are treated by an j&EI Separator, flocculation. dissolved
air flotation, activated sludge, aerobic digestion, and disinfection, cutfaii 001
disharges into the Mississippi River. Effluent limitations are based on State
Standardsi MS. and EEC effluent guidelines. One year prior to the expiration of the
permit, the permittee is required to perform and submit toxicity tests with the
renewal application. The tests required are flcufcfi toxicity testing utilizing fathead
minnows (Pimephales promelas) and Daphnia magna. Ql pulex. Ceriodaphnia dllkia.
Chronic toxicity testing will use the green alga Selenastrum capricornutum. 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
samples and effluent diluted with receiving stream water at effluent concentrations of
50%, 25%, 12.5%, and 6.25%. Die 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	Final Permit
Expiration Date: December 31, 1992	Abstract Date: March 24, 1989
EFFLUENT LIMITS (FINAL)
IL0001244: Clark Oil & Refining Corporation
Pollutants	Outfall Avu./ttax. Limits and Units	Monitoring
	s	i
Flow (MfTrt
• _
dH
:6.0 - 9.0 S.tl.

• 2/w
(2r aK
TSS
*304/555 lb/d
(25/50 im/1)
• 11
Comoosite
Pilf ft Grease
O29/241 "

• m
VI
BCD5
CCD
:244/576
(2Q/4Q ma/1)
•	n
•	91
w
n
Fftenols	t {2.58/6.0 "	
Ammonia as Nitroaen t -
(Q.3/Q.6 mg/1)
•	n
•	n
n
N
Sulfide
j2.3/5/2 ¦

m *
n
Chromium. Total
t3.0Vfl.7n ¦
(1.0/2.0 ma/1)
• "
N
Chromium. Hexavalent
.n.2A7/n_*«v« »
m.i/n.* wnA\
• W
flrah


-------
IL0001350: Borden Chemicals, Inc., located in Illiqpolis (Sangamon County), Illinois,
is in the Organic Chemicals, Plastics, and Synthetic Fibers Category (40 CHI 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 treatment
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. BCD-5, TSS, and pH are based on State
concentration limits (Chapter 1: Subtitle C 304.120(c), 304.104, 304.125); ammonia
as N, IDS, and chlorides are water quality based (Chapter 1: Subtitle (302.212,
302.208). A variance proceeding is pending for TOS/Chlorines discharges of 2200/700
mg/1, respectively. Ihe permit contains a reopener clause for modification if a more
stringent standard or control of a pollutant not limited in the permit is promulgated
under EPA effluent guidelines, Subpart B, Plastics Only Subcategory. Biomonitoring
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 1, 1990
Abstract Date:
Final Permit
May 15, 1986
EFFLUENT LIMITS (FINAL)
IL0001350: Borden Chemicals, Inc.
Pollutants
Outfall
Flow : 001
: report

continuous
Temperature :
• "
•

1/w*
BCD-5 :
:83/200 lb/d
10/20 mg/1
5/w composite
TSS :
: 100/200
12/24 "
it
It
Ammonia (as N)**Apr.-Oct.
•
•
1.5
1/w
grab
Nov.-Mar.
•
•
4.0
II
H
TDS :
:
1000
II II
Chlorides :
:
500
II II
PH J
:6.0-9.0

t H
it
Cadmium :
:report
:l/m composite
Chromium :
•
•
i
i
» "
ti
Copper :
: 11

» li
¦
It
Cyanide :
•
¦
! "
it
Lead :
•
•

~ H
»
it
Phenol :
: "
4
I "
»
li
Bis {2-ethylhexvl) Phthalate
: "
: "
it
Acrolein :
• •'
•

" grab
Ethylbenzene :
: "

H II
Vinyl Chloride :
• "
•

II II
:
:


~*If ammonia as N concentration in receiving stream exceeds 1.5 nq/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,
exceed 15 mg/1.
In no event shall the concentration

-------
IL0001384: Lihby-Qwens-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, and 264,000 sq. ft/day of auto
laminated glass. The following outfalls are addressed in the permit: CXitfalls 001,
003, 004, and 005 consist of wastewater collection system stormwater overflows;
Outfall 002 consists of noncantact cooling water (6.7 mgd); Outfall 008 is
uncontaminated stormwater; Outfall 009 is a combination of process, nonprocess, and
sanitary wastewater lagoon 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 water quality standards.
Load limits in pounds per day for TSS and oil and grease are based an
BPT effluent guidelines, and for phosphorous are based an BAT guidelines, using the
production rates mentioned above. The permit does not con tain requirements for
biomonitoring or a BMP plan.
Effective Date: November 3, 1984	Final Permit
Expiration Date: August 31, 1989	Abstract Date: January 22, 1986
EFFLUENT LIMITS (FINAL)
IL0001384: Libbey-CXrens-Ford Glass, Inc., Ottawa Plants 5 & 7
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
		 : : 	:	
Flew
001*.003*.
report
:l/w
single
BOD-5
004*,005*.
280/667 lb/d 20/40 ira/1
• ••
•
grab
TSS
: 009
357.8/472.8 " 25/50 " : "
Oil and Grease :
100.5/100.5 - 15/30
• ••
•
ft
Phosphorous :
33.6/33.6
J "
M
Fecal Coliform :
400 per 100 ml
• ••
•
II
pH :
6.0 - 9.0
• "
•
M
:009 anlv
6.0 - 10.0 (Apr 1 - Oct. 31}
s "
M
Flew
: 002
report
• »»
•
single
Temperature :
not greater than 2.8 C above
: "
grab
X
ambient, or 1.7 C above the
:

:
following maximum limits:
•
•

Dec.-
Mar. :
16 C 60 F
:

Aor.-
Nov. t
32 C 90 F
:

•
•
(not to be exceeded during more than
•
•

:
1% of hours in 12-no period)


PH :
6.0 - 9.0
: "
H
: 008**
:
:
:
~Monitored when discharge occurs
3 grabs/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.	
**Uncantaminated stornwater only, not regulated by the permit.

-------
IL0001414: The Caterpillar Tractor Company, located in Mossville, Illinois, is in
both the Metal Finishing Category (40 CFR 433) and the Fabricated Rubber Category
(40 CEK 428). The 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, anerdbic sludge digestion, and centrifugal sludge
dewatering; process wastewaters are treated separately with API separators, chrome
reduction, neutralization, air flotation, clarification, and oil oentrification, 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 BftT 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 airy 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 orqanics management
plan as described in 40 CFR 433.12(b). In lieu of monitoring for TTO, the facility
may sign a statement certifying that toxic crganics are not dumped into the
wastewaters and the TTO plan mentioned above is being implemented. Eiomanitoring
requirements are not included in the permit.
Effective Date: June 20, 1985	Final Permit
Expiration Date: April 1, 1990	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
IL0001414: Caterpillar Tractor Canpany
Pollutants
Flow
Outfall Avq./Max. Limits and Units
i 001 i report
Monitoring
: continuous
BOD-5
j $414/828
lb/d
20/40 mg/1
:5/w
ocmp
TSS
i :517/1034
It
25/50
: "
it
Oil and Grease
: :310/620
tt
15/30
: "
mech. camp
Iron
I *35.9/71.8
tl
2/4
:2/w
canp
Zinc
i *17.94/35.9
H
1/2
: "
M
Chrcmium (Total)
: :17.94/35.9
II
1/2
: "
II
Cadmium
: :2.7/5.4
II
0.15/0.3 "
• 2/y
II
Copper
t 18.97/17.9
It
0.5/1.0
t "
II
Lead
: :3.59/7.2
II
0.2/0.4
: "
II
Nickel
: :17.94/35.9
II
1.0/2.0
: "
II
Silver
: :1.8/3.6
II
0.1/0.2
: "
II
Cyanide (Total)
: :1.8/3.6
II
0.1/0.2
: "
II
TTO
: :—/29.8
II
—/1.44
:i/g*

Chlorine Residual
i :0.75/—
mq/l

:2/w
grab
Fecal Coliform
i :—/400 per
100 ml

:l/m
II
PH
i :6.0-9.0


:5/w
ii
	|	:	j		
~2 grab samples for volatile pollutants, and a 24 hr conrp sample for PCB's. After
two quarterly sampling events, the permittee may certify that there is no dumping
of toxic orqanics Into the wastewaters and a TIP management plan is being		
implemented. In lieu of monitoring for TTO.	

-------
IL0001724: American Nickeloid Company, located in Peru, Illinois, is in the Metal
Finishing Category (40 CFR 433) and the Coil Coating Category (40 CFR 465). Hie
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 laraifilling. Effluent limitations in the
permit are based on water guality standards or effluent guidelines for metal finishing
or coil coating 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 CTO 433, 12(b) must be submitted to the Illinois
EPA at which time the permit may be modified. There are no bicsnonitaring requirements
included in the permit.
Effective Dates October 26, 1984	Final Permit
Expiration Date: September 1, 1989	Abstract Date: April 1, 1985
EFFLUENT LIMITS (FINAL)
IL0001724: American Nickeloid Carpany
Pollutants	Outfall Avq./Max. Limits and Uhits	Monitoring
:
Flow :
001 :report



continuous
TSS :
:16.2/31.7
lb/d
15/30
mg/1
2/w
cccnp
Oil and Grease :
:12.9/25.4
i«
15/30
M
ii
« *
Aluminum :
:0.02/0.04
ii


H It
Cadmium, Ttotal :
:0.11/0.3
If
0.15/0.3 mg/1
It «t
Chromium, Hexavalent :
:0.13/0.3
tt
0.1/0.3
II
it ti
Chromium, Total s
:0.75/1.23
it
1.0/0.2
M
ii
M
Cyanide, " :
:0.3/0.54
l»
0.1/0.2
It
H
tt
Copper, " i
:0.91/1.5
II
0.5/1.0
II
It
tl
Iron, " :
:0.03/0.06
M
2.0/4.0
II
II
It
Lead, " t
:0.19/0.3
II
0.2/0.4
II
II
•I
Nickel, " j
»1.04/1.73
II
1.0/2.0
(1
«!
II
Silver, " i
:0.11/0.19
II
0.1/0.2
It
II
II
Zinc, " :
:0.68/1.2
H
1.0/2.0
II
II
II
TTO t
*2.75/3.3
II
—-/2.13
II
1/q

pH :
:7.5 - 10.0



2/w
grab
t :

: :

: :

: :

: t

~Mathematical composite -
a series of grab samples collected over a 24 hour

period and the arithmetic mean shall be reported. No single sample can exceed
a concentration of 75 no/1.
»*TVro (2) grab samples and a 24 hour ccrposlte for acid and base-neutral fractions.

-------
IL0001767: The ETC Explosives Technologies International. Inc. in Morris, is in the
Organic Chemicals Manufacturina 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. stabilizaHnr)
ponds, spray irrigation, activated sludge, sod flocculation. The limitations are
based on State Standards, and BAT effluent guidelines.
Effective Date: September 24, 1988	Final Permit
Expiration Date: July 1, 1993	Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
IL0001767: ETI Explosives Technologies International, Inc. (Page 1 of 2)



USJUJ..I.VL ma
Flow(MCB)
001
Report as a mo
. average and maximum
Continuous
Temperature*

Seasonal dependent*
2/w
Grab
PH

6.0 - 9.0 S.U.
.Report mo. min. & max.
n
n
TSS

321/1117 lb/d
(30/60 mo/1)
n
Compos i t-e
BCD 5

250/750
(30/60 ma/1)
n
R
Ammonia-N

** (3.0/6.0 ma A)
2/w
Composite
Total Chlorine Residual

8.0 lb/d Max.
(0.75 ma/TMay.)
1/w firaH
FlowfMGD)
001A
Report as monthly average and maximum
:When Monif.
Acenaphthene

.012/0.32 lb/d
(.022/.059 ma/1)
l/v 24-hr crmm
Acrvlonitrile

,052/,131 "
(.096/.242 " )

If
Benzene

.020/.073 "
(.037/.136 " )
ft
VI
Carbon Tetrachloride

.010/.020 "
(.018/.038 " 1
IV
VI
Chlor oben zene

.008/.015 "
(.015/.028 " )
n
VI
1.2.4-Trichlorobenzene

.037/.076 "
(.068/.140 " )
n
VI
Hexachlorobenzene

,009/,015 "
(.015/.028 " )
w
VI
1.2-Dichloroethane

.037/.114 "
(.068/.211 " )
n
vv
1.1.1-Tr ichloroethane

.011/.029 "
(.021/.054 " )
«t
n
Hexachloroethane

.011/.029 "
(.021/.054 " )
n
n
1.1-Dichloroethane

,012/,032 "
(.022/.059 " )
n
v»
1.1.2-Dichloroethane

•011/.029 "
(.021/.054 " )
n
n
Chloroe thane

.056/.145 lb/d
(.104/.268 ma/1)
ti
n
Chloroform

.011/.025 "
(.021/.046 " )
if
VI
2-Chlorophenol

.017/.053 "
(.031/.098 " )
«t
n
1.2-D ichlorobenzene

.042/.088 "
(.077/.163 " )
n
VI




•

shall not exceed Jan-Mar 6 OF. Apr-Nov 9QF. and Dec 6 OF.
eratnres be exceeded bv more than 3F.
At no time shall these terr^-
**Effluent NH3-N concentration limitations shall not apply if discharge does not
exceed 100 pounds per dav of ammonia.	

-------
EFFLUENT LIMITS (FINAL)
IL0001767: E7IT Explosives Technologies International, Inc. (Page 2 of 2)
PQllUtantS	CUtfall	Ava./Max. Limits	anj VnitS	Monitoring
1.3-D ichlorobenzene
001A
.017/.024
n
(.031/.044
99 \
1/v 24-hr comD
1.4-Dichlorobenzene

.008/.015
n
(.015/.028
99 \
9V
19
1.1-Oichloroethvlene

.009/.014
n
(.016/.025
19 \
99
91
1.2-trans-D ichloroethlvene:
.011/.029
n
(.021/.054
99 V
99
99
2.4-Dichlorophenol

.021/.060
n
(.039/.112
99 \
99
99
1.2-Dichloropropane

.083/.124
«t
(.153/.230
91 \
99
99
1.3-DichlorooroDvlene

.016/.024
w
(.029/.044
99 \
99
19
2.4-D ime thvlDhenol

.010/.019
n
(.018/.036
99 \
n
99
2.4-D in i tr otoluene

.061/.154
91
(.113/.285
99 \
99
99
2.6-D in i tr otoluene

.138/.346
91
(.255/.641
99 \
99
91
Ethvlbenzene

.017/.058
ft
(.032/.108
91 \
99
99
Flour oan thene

.014/.037
91
(.025/.068
19 \
99
99
Bis(2-ChloroisooroDVl)ether:
.163/.409
91
(.301/.757
91 \
99
91
Methylene Chloride

.022/.048
II
(.040/.089
n \
M
n
Methvl Chloride

.046/.103
91
(.086/.190
99 \
99
99
Hexachlorobutad iene

.011/.026
ft
(.020/.049
19 \
99
99
Naothalene

.012/.032
91
(.022/.059
91 \
99
99
Nitrobenzene

.015/.037
91
(.027/.068
II \
99
91
2-Nitrophenol

.022/.037
91
(.041/.069
19 \
n
91
4-Nitr ophenol

.039/.067
91
(.072/.124
99 \
99
91
2.4-D in itr ophenol

.038/.066
91
(.071/.123
99 \
n
99
4.6-D in itro-o-cresol

.042/.150
VI
(.078/.277
99 \
99
99
Phenol

.008/.014
91
(.015/.026
99 \
99
91
Bis(2-ethvlhexvl)Dhthalate:
.056/.151
91
(.103/.279
91 \
91
91
Di-n-butvl phthalate

.015/.031
91
(.027/.057
n \
91
91
Diethlv phthalate

.044/.110
91
(.081/.203
99 \
99
91
Dimethvl Dhthalate

.010/.025
91
(.019/.047
99 \
99
99
Benzo(a) anthracene

.012/.032
91
(.022/.059
n \
99
99
Benzo(a) Dvrene

.012/.033
91
(.023/.061
99 \
99
91
3.4-Benzoflouroanthene

.012/.031
91
(.023/.061
99 \
99
99
Benzo(k)flouroanthene

.012/.032
91
(.022/.059
99 \
91
99
Chrvsene

.012/.032
99
(.022/.059
99 \
99
99
Acenaohthvlene

.012/.032
91
(.022/.059
19 \
99
99
Anthracene

.012/.032
99
(.022/.059
" )
99
99
Flourene

.012/.032
91
(.022/.059
N \
99
99
Phenanthrene

.012/.032
91
(.022/.059
99 \
99
91
Pvrene

.014/.036
99
(.025/.067
99 \
99
99
Tetrachloroethvlene

.012/.030
99
(.022/.056
99 \
99
99
Toluene

.014/.043
99
(.026/.080
n \
99
99
Tr ichlor oethvlene

.011/.029
99
(.021/.054
99 \
99
99
Vinyl Chloride

.056/.145
99
(.104/.268
n \
99
99
Chromium. Total

H.0/2.0 ma/1)
99
99
Copper. Total

(0.5/1.0 " )
99
99
Cyanide. Total

(0.1/0.2 " )
99
99
Lead. Total

(0.2/0.4 " )
99
99
Nickel. Total

(1.0/2.0 " )
99
99
Zinc. Total

(1.0/2.0 " )
99
99









-------
IL0001830: Caterpillar Tractor Co. - Mapleton Plant, is located in Mapleton, Illinois
(Peoria County). The facility is a gray iron foundry producing castings for
Caterpillar's 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 CfR 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, sanitary
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. Limitations are
previous permit limits based on water quality standards. After promulgation of BAT
effluent guidelines (40 CFR 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 (lb/d) are computed by the following formulas
(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 cane 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 toocic substances have
potential to be in the discharge. There is no requirement for biamanitoring or a BMP
plan in the permit.
Effective Date: July 20, 1985	Final Permit
Expiration Dates May 1, 1990	Abstract Date: March 6, 1986
EFFLUENT LIMITS (FINAL)
EL0001830: Caterpillar Tractor Co. - Mapleton Plant
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring

: :
Flew
001A : report

:continuous
BOD-5
:3038/6076
lb/d 20/40 ma/1
:2/w
camp
TSS
:3798/7596
25/50
: "
H
Chromium I Total)
:152/304
1.0/2.0 "
• »
•
ii
Chromium (Haxavalent)
:15/46
0.1/0.3 "
! "
ii
Iron
:304/608
2.0/4.0 "
• »
•
m
Zinc
:152/304
1.0/2.0 "
: "
it
Phenol
:46/92
0.3/0.6 "
•	*1
•
H
Oil and Grease
:2279/4558
15/30
: "
mech. camp
Chlorine Residual
s —/—
0.75/— "
•	M
•
grab
1,1,1-Trichloroethane
:report

:l/g 24 hr camn
PH
$6.0 - 9.0

:2/w
grab

: :
Flow
001B : report

:l/d
calculate
Oil and Grease
: "

:l/m
grab
Temperature
:No greater than 2.78 C (5 F) above
•
•
ii

»anibient, or 1.67 C (3 F) above the
•
•


: following max. limits:
:


:Dec-Mar:
15.6 C (60 F)
•
•


:Apr-Nov:
32.2 " (90 ")
•
•

PH
:6.0 - 9.0

:l/m
grab

:

•
•


:

:


:

:


-------
IL0002267: The Outboard Marine Corporation in Waukegan, is in the Metal Molding
and Casting Category (40 CFR 464) and produces 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, and 008 discharge to Waukeoan Harbor.
CXitfall 007 to Lake Michigan. and Outfalls 014, 015, and 016 to North Ditch tributary
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 Date: October 14, 1987	Final Permit
Expiration Date: August 1, 1992	Abstract Date: March 23, 1989
EFFLUENT LIMITS (FINAL)
IL0002267: Outboard Marine Corporation
Pollutants	Outfall Ava./Max. Limits	and Units	MonitorilW

2 S
Flow(MGD)
001.6.14
Metering or Calculation
•Continuous
dH

6.0-9.0 S.U.
sl/mo Grab
PCB*

1.0 ppb
s 2/mo 24hr Como
Temperature**

Seasonal dependent
•1/mo Record
Tr ichlor oethvlene
001. 014
Report
• 1/w Grab
Flow(MGD)
002-005
Calculation
sDuring Disch.
pH

6.0-9.0 S.U-
tl/mo Grab
PCB*

1.0 pob
s Storm Comp.
Flow(MCD)
006.008
Meterinn or Calculation
•Continuous
oH

6.0-9.0 S.U.
sl/mo Grab
PCB*

1.0 pob
•2/mo 24hr Come
Tr ichloroethvlene

Report
•1/w Grab
Flow(MGDl
015.016
Calculation
sDurina Disch._
pH

6.0-9.0 S.U.
sl/mo Grab 	
TSS

15 mo/1 Dailv Mav.
• 2/mo StoritCoTOD
PCB*

1.0 ppb
. " "
Temperature
009
Report
s " Grab 	


•

•



•
~From August 1. 1991 until August 1. 1992. the effluent shall limited to 0.1 PPb.
~~Temperatures shall not exceed the following limits bv more then 3deoFt—Jfln-Mar 6QF»
Apr-Nov 90F. and Dec 6 OF. For Outfall 007 the following limitations at thf> end Qf the
mixing zone are Jan-Mar 45F. Apr 55F. Mav 6QF. June 70F. Jul-pyt AHf. net 65F.	
Nov 60F. Dec 50F.			

-------
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 CTR 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 noncantact 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 adlustment, 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 CFR 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 limits do not occur,
(2) monitoring indicates a consistent 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. Hie TOO limits are guideline
limits, not an ILEPA authorization to discharge toxic organic compounds at levels
which may cause water quality violations. The permit does not include biomanitoring
requirements.
Effective Date: February 9, 1985	Final Permit
Expiration Date: July 1, 1989	Abstract Date: June 5, 1986
EFFLUENT LIMITS (FINAL)
IL0002356: Revere Copper and Brass, Inc. (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units
Flow
:002,
006:report


1/m measure
TSS
•
:15/30
mg/1

it
grab
Copper
t
:0.5/1.0
if

It II
Silver
•
•
:0.1/0.2
II

II
li
PCB's
:
: report


24 hr
canp*
PH
:
:6.0-9.0


1/m
grab
Fats, Oil and Grease
: 006
:15/30
mg/1

1/m mthcomp**
Flow
: 003
:report


continuous
TSS
•
•
*10.8/43.2
lb/d
15/30 mg/1
2/w
CCllIp
Fats, Oil and Grease
•
•
:10.8/43.2
ii
15/30
1/w nathcomo**
Copper
:
:0.36/1.44
ti
0.5/1.0
2/w
comp
Iron
:
:1.44/5.76
M
2.0/4.0
li
ll
Zinc
•
•
:0.72/2.88
li
1.0/2.0 " : "
ii
Chromium (Hexavalent)
:
:0.072/0.29
II
0.1/0.2
» «
I
n
Chromium (Total)
:
sO.72/2.88
II
1.0/2.0
» *1
»
tt
Silver
:
:0.072/0.29
li
0.1/0.2 " :l/m
Ii
Cadmium
:
:0.108/0.432
ll
0.15/0.30 " :2/y
•i "
Lead
:
:0.144/0.576
II
0.2/0.4
"
li
Nickel
:
:0.72/2.88
ll
1.0/2.0 	
»i
Cyanide
:
:0.072/0.79
tl
0.1/0.2 	
II
*When stormwater is present.
~~Arithmetic mean of separately analyzed 24 hour grab samples.

-------
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 CFR 433). Plant operations result in discharges
to an unnamed tributary to Coon Creek, and the following outfalls are addressed in the
permit: CXitfall 002 consisting of stoxnwater runoff and ncncontact cooling water
(0.0114 mgd), CXitfall 003 consisting of process wastewater (0.054 mgd), and CXitfall
004 consisting of storrrwater runoff (flew 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, chrane reduction, equalization, and
neutralization, before receiving filtration and finally discharge at CXitfall 003. The
permit limitations are based on state water Quality criteria which are more stringent
than applicable BAT effluent guidelines in 40 CFR 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 storxiMater runoff. Silver monitoring may be
discontinued as long as (1) violations of the maximum permit limits do not occur,
(2) monitoring indicates a oansistant 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 Tcocic 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 ILEPA authorization to discharge toxic organic compounds at levels
which may cause water quality violations. The permit does not include hicmanitoring
requirements.
Effective Date: February 9, 1985	Final Permit
Expiration Date: July 1, 1989	Abstract Date: June 5, 1986
EFFLUENT LIMITS (FINAL)
IL0002356: Revere Copper and Brass, Inc. (Page 2 of 2)
Pollutants	CXitfall Avg./Max. Limits and Units	Monitoring


:
TTO
003
—/3.069 lb/d —/2.13 ira/1
not specified
PCB's

report
24 hr ccmp*
PH

6.0-9.0
2/w grab
Temperature
002, 003
No greater than 5 F above ambient.
ti ii


Moreover not to exceed the following



limits (in F) by more than 3 F:







Jan. Feb. March April



50 50 60 70



:


May June July Aug.



80 87 89 89







Sept. Oct. Nov. Dec.



87 78 70 57 :


:


•
•


:


•
•
*When stonnwater is present.

-------
IL0002453: The Stepan Company in Millsdale, is in the So^p ansl Detergent
Manufacturing Catetpory (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, arid process water. All operations contribute
wastewater to Outfall 001 which is treated by activated sludge, filtration, and
disinfection before discharging to Dfi£ Plaines River. Effluent limitations
are based on State Standards, and Q&T 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	Final Permit
Expiration Date: June 1, 1990	Abstract Date: March 21, 1989
EFFLUENT LIMITS (FINAL)
IL0002453: Stepan Company
pollutants	Outfall ftvq./Maxi Limits and Vnits	Monitoring
Flow (MCE)
001
Dailv
Continuous
BCD5

148.1/391.0 lbs/d (20/40 rro/1)
2/w 24hr Comn.
TSS

99.3/204.6 " (25/50 no/1)
n vv
pH

6.0 - 9.0 S.U.
" Grab
Oil- Fats, and Grease

88.8/175.6 lbs/d (15/30)
1/w Math.Comn-
MBAS

PeDort
1/mo 24hrCorr|p-





























-------
IL0002691: The BS£ States Steel-South WorRs in Chicago, is in the Iron and Stfiel
Manufacturing Category (40 CFR 420) and produces steel ingots 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,
storxnwater, and process water. There are nine outfalls, seven which discharge to
Lake Michigan, one to Calumet River, and an internal outfall. (Xitfall 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, (Xitfall 004 is stormwater and roof drain
runoff, Outfall 005A is clarifier overflow to recycle system, (Xitfall 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,
(Xitfall 007 is emergency overflow from untreated process water and storm water, and
CXitfall 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 g&T effluent guidelines.
Effective Date: July 30, 1988	Final Permit
Expiration Date: December 1, 1992	Abstract Date: March 22, 1989
EFFLUENT LIMITS (FINAL)
IL0002691: USS Steel-South Works
Pollutants	(Xitfall Avo./Max. Limits and Units	Monitoring
FiowfMcrn
2 •
:001-7.9 :30 dav ave. & mo. dailv max.
•
When monitor.
Teiroerature
	S-0U1.3.&7:Seasonal dersendent*
Dailv Grab
Iron
: 001-004 :Rer>ort

dH
:001-4.9 :6.0 - 9.0 s.U.
" Grab
TSS
: :Retxjrt

Ffical coliform
: 003 :400/l00ml
" Grab
TSS
: 005.fi. *,7:15/30 mo/1
Dailv Como.
Qj.ii> Fat, ft Grease
: :15/30 ma/1
•f n
Iron
:5.5A.6.7:Report
w Grab
Lead
s005.6.&7:ReDort
w vi
Mercurv
Lead
	t5.5A.6.7:ReDort
n vi
Zinc
—•—QQ5S>—;Q.2/Q>4 rog/1	
n vi
If VI
Zinc
	8006-007 :Report 	
n n
FlowfM®!
006 : "
: 008 * "
Qadlx "
Temperature
: 009 . "
n Grab






*Jan-Mar Sfr.Mnv fi0F,Jun 7QF.Jui-sent aoF.oct 6sf.nov 60f.t^ sr
JF! Maximum
	_	_ 		a	¦—i—i
*Jan-Mar 45F.tor 55F.Mav 6QF.Jun 7QF.Jul-Sept fiOF.Oct 65F.Nov 6 OF .Dec 50F: Maximum—
temperature rise above natural temperature mist not exceed 3F.			
**Temperatures shall not exceed 93F more than 5% of the time. or 100% at anv time at
the edge of the mining zone.	_	

-------
IL0002861: The Mobil Oil Company in Joliet, is in the Petroleum Refining
Category (40 CFR 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 blowdown, 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 &EX separation, flocculation. neutrali7.aHr>n,
dissolved aix flotation, activated sludge. g sedimentation. fiDd
disinfection. The receiving water for all outfalls is the Pes Plaines River.
Effluent limitations are based on State Standards. BAT effluent guidelines, and
SET effluent guidelines. One year prior to expiration of the permit an acute toxirif-y
ieat is required utilizing fathead minnows and Daphnia magna. Daphnia pulex. ^
Ceripflaphnifl dukia, and a chronic test is required using the green alga Selenashrnm
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	Final Permit
Expiration Date: December 31, 1992	Abstract Date: March 21, 1989
EFFLUENT LIMITS (FINAL)
IL0002861: Mobil Oil Company
Pollutants	Qltfall	IjUIlitS and Vnits	Monitoring
Flow(MGD)
001
Dailv
Continuous
BCD 5

600/1345
lbs./d
(20/40 ma/1)
2/w Compos
TSS

751/16812
II
(25/50 ma/1)
•t n
pH

6.0 - 9.0
s.u.

" Grab
COD

11390/21950
lbs/d

" Composite
Oil. Fats, and Grease

450/890
fl
(15/30)
1/w "
Phenols

7.37/20.2
R
(0.3/0.6)
2/w Composite
Chromium (Total)

8.69/24.92
If
(1.0/2.0)
n n
Chromium (Hexavalent)

0.71/1.59
VI
(0.1/0.2)
n n
Sulfide

8.6/19.3
n

n IV
Ammonia-Nitrogen

600/1177
n
(20/35)
n n
Cvanide

3.0/6.7
n
(0.1/0.2)
n n
Flow (MOD)
002
Dailv
Continuous
TOC

Influent and Effluent
5.0 max.
Monitor
Temperature

93dea F 95% of time or lOOdeo F
2/w Grab
Flow(MGD)
003
Dailv
Continuous
Oil & Grease

15 max.
2/w Grab
TOC

35 max.
n n
pH

6.0-9.0
s.u.

n n




•



-------
IL0003115: The Del Monte Corporation, in Mendota, is in the Canned and Preserved
Fruits aod 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. Wastewater treatment consists of a settling ait, aeration
lagoons. and ail & 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 puirped
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	Final Permit
Expiration Date: March 1,1990	Abstract Date: March 20, 1989
EFFLUENT LIMITS (FINAL)
IL0003115: Del Monte Corporation
Pollutants	Outfall Ava./taax. Limits	and Units	Monitoring
Flow
L001.00lA:monitor onlv 	
when disch.
BCD 5
:45.9/125.1
lbs./d
nn/2n tm/i)
2/w Grab
TSS
155.0/150.1
n
n 2/24 ma/1)
n it
pH
:6.0 - 9.0
S.U.

n ft
Fecal coliform
:<400/100ml.
it ft
Flow
002 :monitor onlv 	
when disch.
BCD 5
:24/63.2
lbs./d
(10/20 ma/1)
2/w Composite
TSS
:28.8/75.8
VI
(12/24 ma/1)
VI it
pH
•6.0-9.0
S.U.

" Grab
Oil and Grease
s36/94.7
lbs./d
(15/30 ma/1)
VI ft
Temperature*
:Dec-Feb.<60F.Mar-Nov<9QF 	
W ff
Chlorine Residual
:0.75
ma/1

VI VI

•


•


•


•

*Maxiirum temperature rise above natural temperature mist not exceed 5F. and 	
Shall not exceed maximum limits during more than erne percent of the hours in the
12-month period ending with anv 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 in the
Organic Chemicals Manufacturing Category (40 CFR 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, sedimentation, 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, Ceriodaohnia. and Selenastrum
capricornutum. Chemical specific testing for 113 priority pollutants is also required
to address human health affects.
Effective Date: August 9, 1984	Final Permit
Expiration Date: July 1, 1989	Abstract Date: April 25, 1989
EFFLUENT LIMITS (FINAL)
IL0003140: Minnesota Mining and Manufacturing Conpany
rUllULOllLO

flTHin Wfll 	MUM VHAtiB UULU.I.UI. JJiy
•
Flow(MGD)
001
:When Monitor.
BCD5

1151/2302 lb/d
(20/40 ma/1)
:2/w
Compos it-p
TSS

1439/2878 "
(25/50 mo/1)
. "
ft
pH

6.0 to 9.0
S.U.
. "
n
Flouride

864/1728 lb/d
(15.0/30.0 ma/11:"
VI
Iron. Total

115.1/230.2 lb/d
(2.0/4.0 ma/1)
. "
n
Fecal coliform

400/100 ml

:l/m
Grab
Ammonia Nitrogen*


(15 ma/1 max.)
. »
Composite
Fats. Oi 1 and firpase

864/1728 lb/d
(15.0/30.0 nc/1)

Grah
Temperature**

Seasonally dependent

:2/w
n
Cvanide

Report

sl/m
Composite
Mercury

n

. "
VI
Manganese

it

• »
n


•


•


•
*If the ammonia nitrogen concentration in the receiving stream, after the aopropriat-<>
mixing zone for the effluent and the receiving stream, exceeds 1.5 ma/1: the union
ammonia as N concentration shall not exceed 0.04 mq/1.	If the unionized ammonia
concentration is exceeded, the effluent shall meet from April through October 1.5 ma/1
and from November through March 4.0 ma/1.	
**Maximum temperature rise above natural temperature must not exceed 5F. Temperature
shall not exceed Jan-Feb 45F. Mar 57F. Apr 68F. Mav 78F. Jun 85F. Jul-Aug 86F. Sen RRP
Oct 75F. Nov 65F. Dec 52F.		—		

-------
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). Approximately 0.755 mgd of process wastewater from
washing and can cooling operations is discharged to Kyte Creek via McAdams lateral at
(Xitfall 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
bianonitoring requirements or a BMP plan.
Effective Date: May 16, 1986
Expiration Dates March 1, 1990
Final Permit
Abstract Dates April 21, 1986
EFFLUENT LIMITS (FINAL)
IL00Q3417: Del Monte Corporation
Pollutants
Flew
Outfall
:	t
Avg./Max. Limits and Units
Monitoring
BOD-5
TSS
j 001 sreport
:120/250.2 lb/d 10/20 ma/I
ma*	aa m	¦! ii .i— in i _ . i -	»¦	,
measure*
2/w camp
144/300.2
12724
•Anmania-Nitroqen
Chlorine Residual
Fecal Colifom
P"
**
4.7/~ lb/d 0.75/— mcr/1
7400 per 100 ml
6.0 - 9.0
grab
*When monitoring.			 				—=-
~~Limited to a level that will comply with the provisions of IL Pollution Control
Board Rules and Regulations, Chapter 1. Subtitle C, Section 304.301 durim its
nff i •				.	~owuxuxc w,	jut.jux aurxiKj i.o»
ii—^f^aie88f.anc^ thereafter to a level that will not cause an exceedenoe of the
the water quality standard in Section 302.212. Chapter 1, Subtitle C.	

-------
IL0003794: The Northwestern Steel and wire company, is in the Iron and steel
Manufacturing Category (40 CFR 420) and produces steel rods, structured 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 blowdown to Outfall 004, stornrwater overflow of recircu-
lation system to Outfall 005, and noncontaminated stormwater to Outfalls 006, 007,
008, and 009. The receiving water for all discharges is Rock River. The wastewater
is treated by sedimentation, £l2H sand filtration, chemical precipitation, neutrali-
zation, vacuum filtration, and oil/water separation. Effluent limitations are based on
Stats Standards/ and bat/ept effluent guidelines.
Effective Date: April 28, 1988	Final Permit
Expiration Date: February, 1, 1993	Abstract Date: March 24, 1989
EFFLUENT LIMITS (FINAL)
IL0003794: Northwestern Steel and Wire Company
Pollutants	Outfall Ava./Hax. Limits and Units	Monitoring
Flow (Mart
001.004 :
1/w
Instant.
Temperature*
001.2.4
:Seasonal dependent

1/w
Grah
pH
:6.0 - 9.0 S.U.
It
!»
TSS
001
:87.3/215.9 lb/d
(15/30 ma/1)
n
Composite
Fats. Oil & Grease

:87.3/215.9 lb/d
(15/30 ma/1)
l/Ouarter Grah
Iron. Total

i11.6/28.8 lb/d
(2.0/4.0 ma/1)
1/w
Composite
Lead. Total

:1.16/2.88 lb/d
(0.2/0.4 ma/1}
n
VI
Zinc. Total

:2.61/7.84 lb/d
(1.0/2.0 ma/1)
n
II
Flow (MGD)
002 s
vv
Estimate
TSS
:Reoort
*
Composite
Fats. Oil & Grease
002
jReport

N
Grab
Flow (MOD)
003 r
«•
Estimate
TSS
004
!162.1/432.3 lb/d
(15/30 mp/1)
n
Composite
Fats. Oil & Grease

.-83.6/432.3 lb/d
(15/30 mg/1)
n
Grab
Iron. Total

:21.6/57.6 lb/d
(2.0/4.0 rnp/l)
VI
Composite
Lead. Total

:2.16/5.76 lb/d
(0.2/0.4 no/1)
n
II
Zinc. Total

:5.5/16.5 lb/d
(1.0/2.0 mp/1)
n
IV
Chromium. Hexavalent

si.08/4.32 lb/d
(0.1/0.3 ma/1)
n
Grab
temperature rise above natural temperature mist not exceed 5F. Temperature
Shall not exceed Jan-Mar 6OF. Apr-Nov 9QF. and Dec 6QF. At no time shall these temp-
eratures he exceeded bv more than 3F.	

-------
IL0004219: 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
River. The wastewater consists of storm water runoff, and sanitary water. The
treatment consists of septic tanks, oil-water separation, settling ponds, equalization
POn<3s. 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
3&T effluent guidelines.
Effective Date: October 29, 1988	Final Permit
Expiration Date: July 1, 1993	Abstract Date: April 24, 1989
EFFLUENT LIMITS (FINAL)
IL0004219: Indian Refining Conpany
Pollutants	Pitfall Ava./tiax. Limits and Units	MonitOrinq




Flow (MOD)
001

1/d Continous
dH

6.0 - 9.0 S.U.
1/w Grab
TSS

(30/60 ttkj/1)
" CamDOsite
BCD 5

(30/60 ma/1)
«i n
CCD

Reoort
n "
Fats. Oil & Grease

(15/30 ra/1)
n n
Phenols

M.3/0.6 ma/1)
H M

































-------
IL0024074: The Baxter Healthcare Corporation in Round Lake, is in the Pharmacem-iVfli
Manufacturing (40 CFR 439) and Plastics Molding Forming Categories (40 CFR 463),
and produces surgical and medical instruments and apparatus, rubber and miscellaneous
plastic products, and pharmaceutical preparations (oral, injectable, and topical)
(SICs 3841, 3079, and 2834). The discharge consists of process wastewater, sanitary
wastewater, cooling water, stormwater, and is treated by multimedia filtration.
screeningI Chemical precipitation, coagulation. dechlorination, disinfection, aerate
lagoons, stabilization ponds, chemical conditioning, drying gravity thickening,
sludge lagoons, and landfill. The wastewater is discharged through Outfall 001 to
an unnamed tributary to Sauaw 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, Ceriodaphnia 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 toxicity 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	Final Permit
Expiration Date: May 1, 1990	Abstract Date: April 24, 1989
EFFLUENT LIMITS (FINAL)
IL0024074: Baxter Healthcare Corporation
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow(MGD)
: 001 :
•
:Measure\Mon i t.
pH
:6.0 - 9.0 S.U.
:2/w Grab
TSS
:66.2/150.1 lb/d
(10/20 ma/1) : " Composite
BCD 5
:55.2/125.1 lb/d
(12/24 ma/1) • " »
Oil & Grease
:82.8/187.7 lb/d
(15/30 ma/1) :l/m Grab
Phosphorus
:5.5/6.3 lb/d
(1.0 max. ma/1) :l/w Composite
Ammonia-Nitrooen
.*
il/m "
Fecal coliform
. :400/100ml
:2/w Grab
Chlorine residual
:2.2/2.5 lb/d
(0.4 max. ma/1): " "
Cvanide**
s0.55/1.25 lb/d
(0.1/0.2 ma/1) :l/m Composite

a •
•
the receiving stream tn exceed the water quality standard.
»*In lieu of cvanirte monitoring, permittee mav certify that cvanide is not being ngpfl
or generated in anv manufacturing process. Certification shall be stated on each
monthly DMR.		_______
	s	i	s	
The permittee is required to monitor and report concentrations of the following lisfrofl
parameters at 6 month intervals. The sample shall be a 24-hour composite.		
copper	Aniline		
Zinc.
no.
Butvlamine
_£ati22Q Disulfide
Acrolein
Cyclohexane
Tr irhlorofluoromethane
Formaldehyde
(a) pvrene

Benzo
Bis (S	
Pi—M-nahvl Phthalate
Bexach}orctoenzene	
Zirconium 	
ialat£_
Strontium

Vanadium
Xylenol

-------
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, fioccuiation. distillation, flotation, 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 flf Nippers ink Creek. The non-contact cooling water is
discharged through Outfall 002 via the City Storm Sewer to the South Branch 2f
Njppersink Creek. The permit limitations are based on State Standards and BAT
effluent guidelines.
Effective Date: August 30, 1985	Final Permit
Expiration Date: June 1, 1990	Abstract Date: April 25, 1989
EFFLUENT LIMITS (FINAL)
IL0033863: Woodstock Die Cast, Inc.
Monitoring
fW-L.LULQ11LO
_ •
FlowfMCD)
001

:2/w
Contin.
CBCD5

42/84 lb/d
(10/20 mo/1) : "
Composite
TSS

50/100 "
f 12/24 WH t "
n
Cooper

2.1/4.2 "
(0.5/1.0 inn/1) -1/w
n
Phosphorous

4.2 lb/d max.
(1.0 ma/1 ma*-):2/w
n
Chromium. Total

2.4/4.8 lb/d
(1.0/2.0 mo/1) s2/w
n


0.4/1.2 Ih/d
(0.1/0.3 rm/D : "
VI
Nickel

4.2/7.0 Ih/d
(1.0/2.0 n^/ll i "
VI
Zinc

4.2/7.0 lb/d
(1.0/2.0 ir^/l) : "
It
Cvanide

0.312/0.58 lb/d
(.65/1.2 no/D : "
n
pH

6.0 to 9.0
Q.n. : "
Grah
Lead

0.8/1.6 lh/d
m.o/n.A vnA\ :2/vr Composite
Oil & firMSA

63/126 lb/d
n^n««/n :l/m
Grab
Cadmium

0.6/1.2 lh/d
rn K/nmn/i).2/vr Composite
Silver

0.4/0.8 lb/d
m.i/n.2 ma/1) ! "
It
Total Toxic Oroanics*
(1 .B7 im/1 max.) s —		
Flow (MOD)
002

i2/w
Estimate-
Temperature**

Seasonal dependent
. "
Grab
qH	,

fi.n t-n Q.n
s.tt_ •


•
~The pollutants listed in 40 CFR 433.life) for TTO shall be monitored lAfllflrfffr ftY at
******* »TIW ^ 1 1*1 ^		—		 	,
base/neutral, acid and PCB canpounds. After review of the results, the Illinois EPA
may modify this permit to include effluent limitations for specific toxic organic	
PQllUtantS. or to continue to modify the monitoring program as appropriate.	
~~Maximum temperature rise above natural temperature mist not exceed 3F. Tapperature
shall not exceed Jan-Mar 6QF. Apr-Nov QfTFr and Dec 6QF. At no time shall these temp-
eratures be exceeded bv more fchan TP,			

-------
IL0034622: Reichhold Chemicals. Inc. in Morris, is in the Plasties k Svnthet-ir
Materials Category (40 CFR 416) and produces synthetic resins (unsaturated Polyesters
and P^/Acrylic Emulsions (SIC 2821). The wastewater consists of process water, de-
ionizer blow-down, softener blowdown, boiler blowdown, cooling tower blowdown, 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 sludae. fln£ is disinfected fey chlorine. The wastewater from Outfall 001
is treated by activated sludae. vacuum filtration, and landfill^. 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 receiving
waters, and to incorporate limitations based on the results of such testing.
Effective Date: February 28, 1986	Final Permit
Expiration Date: December 1, 1990	Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
IL0034622: Reichhold Chemicals, Inc.
cutfaii ftyg./Hax. limits and Units	Monitoring
Flow(MGD)
001

When Monitor,
pH

6.0 - 9.0 S.U.
1/mo Grab
BCD 5

10.8/49.4 lb/d (20/40 mi/1)
" ComDOsite>
TSS

13.5/61.7 lb/d (25/50 tca/1)
" n
CCD

Report
ft fi
Flow (MOD)
002

When Monitor.
pH


1/mo Grah
BCD 5

1.2/3.3 lb/d (20/40 ma/1)
" ComDOSifcia
TSS

1.5/4.2 lb/d (25/50 ma/1)
ft ft
Fecal coliform

400/100 ml
n Grab












i


•


•




-------
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 noncontact cooling water and treated process wastewater
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
for precipitation 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	Final Permit
Expiration Date: February 28, 1991	Abstract Date: February 14, 1989
EFFLUENT LIMITS (FINAL)
IN0000027: American Maize Products Conpany
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring



Flow
001 rmonitor only
continuous
BCD5
-.2655/7966 lb/d
5/w 24-hr como
TSS
:monitor only
2/w
Ammonia
• n
5/w
Temoerature
• N
1 /d grab
dH
:6.5 - 8.5
fl ft
Flow
101 !
continuous
PhosDhorus
:4335 lb/vr (vearlv maxiirum)
1/d 24-hr coup
Jan.. Feb.. Dec.
: 4.0/— ma/1
tl ft
Nov.. March. Aoril.
: 2.5/--
5/w
May. June. Julv.


Aug.. Seot.. Oct.


TSS
i2250/7648 lb/d
2/w 24-hr conp
Flow
201 :monitor onlv
1/w continuous
PhosDhorus
• n
" 24-hr coiqp
Flow 002
003.004.005 "
" estimate
dH
:6.5 - 8.5
" grab
Flow
006 :monitor onlv
" estimate












*Avq» Dailv/toax. Daily

-------
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, bed.last 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 Branch of the Indiana Harhor Ship Canal. Wastewater treatment for Outfall
ooi consists of primary separation, dissolved air. flotation, stormwater
surge/equalization. coaoulation/flocculation. activated sludoe. 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 BCD5, TSS, CCD, oil and
grease, and sulfide, and on 002 for total organic carbon are based on effluent
guidelines. Limitations for phenolics, total chromium, and hexavalent 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 NRDC. 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: October 1, 1988	Final Permit
Expiration Date: February 28, 1990	Abstract Date: February 20, 1989
EFFLUENT LIMITS (FINAL)
IN0000108: Amoco Oil Coirpany
Pollutants	Outfall	Ava./Max. Limits* and Units	Monitoring
Flow
001
monitor onlv
continuous
B0D5

4161/8164 lb/d
5/w 24—hr con*-1
COD

58.427/30.323 -
3/w "
Oil and Grease

1368/2600
5/w arsh
TSS

3646/5694
" 24-hr eomr»
Sulfide

23.1/51.4
1/w "
Ammonia

1030/2060
5/w "
Phenolics f4AAP)

20.33/73.0
3/w "
Hexavalent Chromium

2.01/4.48
1/w "
Total Chromium

23.9/68.53 " **
* R
Fecal Coliform

200/400 #/100 ml fAnr. 1 - Oct. 311
5/w grah
Tbtal Residual Chlorine

—/0.05 mo/1 (Apr. 1 - Oct. 311
« M ~
Selenium
imonitor onlv
l/o 24-hr eomi
PH !
6.5 - 9.0
3/w arab
Flow
002
monitor onlv
continuous
Total Organic Carbon

•—/5.0 ma/1 (Net limit1
5/w arab
Total Residual Chlorine

—/0.04 " (Oct. 15 - Mav 311
1/w "

:—/0.2 " (June 1 - Oct. 141
w n
Oil and Grease
smonitor onlv
3/w "
Temperature
"
5/w continuone
Net Heat Discharged : :2.0 x 10* BTU/hr fdailv ava.l


si.7 x 10* " (monthlv ava.l

pH
s7.0 - 9.0
3/w grab
Total Organic Carbon
003.004 S-—/110 ma/1
1/w " ***
Oil and Grease
:—/15 " i - " ***
PH
,6.0 - 9.0
*Avg« Daily/Max. Daily		
~»If test results reveal a concentration less than the limit for hexavalent chrnmi.1ni
	the test for hexavalent chromium may be eliminated and reported aa the «»Tne
	concentration as total chromium for that dav.	
~~~Discharge occurs only during a precipitation event and/or snow melt.		

-------
IN0000116: The Michigan Citv 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 MCD; internal outfall 101), cooling tower blowdown (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 HPJ using EPT/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 Dates November 1, 1988
Expiration Date: August 31, 1993
Abstract Date:
Final Permit
February 14, 1989
EFFLUENT LIMITS (FINAL)
IN0000116: Michigan City Generating Station
Pollutants
Outfall
Avg./taax. Limits and
Monitoring
Flow
m.
monitor only
l/d 24-hr total
Total Residual Chlorine
Chlor ination Frogn^y
/0.2 ttw/1
monitor only
**
l/d grab *
1/m report
Duration of Chinrjnffifj?n
**
TemperaHirf
l/d continuous
Flow
JLfil_
1/w 24-hr total
2SS_
30/100 ma/I
1/w 24-hr comp
Oil and
EH_
15/20
6.Q ~ 9.Q
grab
Flow
Availah]p r!h1r>rinf
-2£L
monitor onl.y
	1—n	** »'
Chlorination Frequency
Duration of Chlorination
0*2/0.5	mq/1
monitor only
**
**
l/d 24-hr total
1/3	grab
1/m report—
m
6*0 - 9.0
1/w orab	
Flow
TSS ,

monitor only
***
1/w 24-hr total
Oil and Grfiaftft
Total Copper
Total
Efi	
30/50	mg/1
15/20
1/w grab
Uin.
Iron
¦~/Q.2_
****
-~/l. Q_
****
6*0 ~ 9.0
l/d 24-hr comp
1/m.	grab.

		mm w	WW WMMW ffflBtBWfltBI I	.	. .
**Not to be discharged more than 2 hrs/dav and not from more than 1 unit, fit a time.
***Monitor daily during discharge of metal cleaning wastes.
****Limitflt- ifine anrl		*
~***Limitatinne wi ^ 7«. «r""' HiPTiffli meaning wastes.	
	^""itar.lftnf? and monitoring renin red 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-<3ip 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; 011 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 fljj. flotation, flocculating,
sedimentation, chemical precipitation, coagulation, and jdH neutralization. The
BPT/BAT effluent limitations are based on the appropriate effluent guidelines for the
corresponding wastestreams. The permittee is required to complete a Toxic Organir
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: September 30, 1986
Expiration Date: September 29, 1991
Abstract Date:
Final Permit
February 22, 1989
EFFLUENT LIMITS (FINAL)
IN0000205: LTV Steel Conpany, Inc. (Page 1 of 2)
Pollutants	QutfaU Avo./Max. Limits* and Units
Flow
Monitoring
JJ21_
monitor only
continuous
TSS
Oil and Grease
929/1721	kg/sL
-/5
-------
EFFLUENT LIMITS (FINAL)
IN0000205: LTV Steel Cornpany, Inc. (Page 2 of 2)
Pollutants	ftitfall Ava./frax. Limits* and Units	MWUtQrinq




Zinc ITotal) 003.004.005
monitor onlv
1/d arab
dH

ft
n if
Flow
008
II
estimate
TSS

H
1/d arab
Oil and Grease

H
If It
Ammonia

H
If II
Cvanide (Totals

n
n n
Phenols (4AAP)

N
n n
Benzene

n
n n
Naphthalene

n
if it
Benzo (a) ovrene

«
n w
dH

n
n ii
Flow
009
" l/w 24-hr total
TSS

19
l/w arab
Oil and Grease

««
n n
Ammonia (Net)

38.2/107.3 ka/d
" 24-hr como
Phenols (4AAP) "

—/2.0 "
II II
Cvanide (Total)

monitor onlv
II II
Chlorides

«
1/q
Sulfates

II
II H
Fluorides

n
n n
Total Iron

n
n n
dH

6.0 - 9.0 	
1/w
Flow
010
monitor onlv l/w 24-hr total
TSS

n
1/w arab
Oil and Grease

n
n n
Ammonia (Net}

81.8/182.7 ka/d
" 24-hr como
Phenols (4AAP) "

—/3.0
n n
Cvanide (Total)

monitor onlv
»t n
Chlorides

n
l/q "
Sulfates

n
II II
Fluorides

N
n n
Total Iron

n
it it
dH

6.0 - 9.0
l/w arab
Flow
011
monitor onlv
continuous
TSS

1556.7/4140.7 ka/d
l/w 24-hr como
Oil and Grease

—/681.8 "
" arab
Lead

4.63/13.90 ¦
" 24-hr coitd
Zinc

11.23/28.20 "
II If
Cvanide (Total)

14.26/28.50 "
it n
Ammonia (Net)

152.7/369.0 ¦
it ii
Phenols (4AAP) "

—/4.54 "
n n
Chlorides

monitor onlv
1/n
Sulfates

n
n »
Fluoride s
n
n «
Total Iron

n
n »
dH

6.0 - 9.0
1 /v» arab
Flow
111.211
monitor onlv
r;r>n fcinuous
TSS

2574/6624 ka/d
1/w 24-hr como
Oil and Grease

—/2429 "
" arab
Lead

:2.40/7.19
" 24-hr comp
Zinc

9.1A/7.H "
n n
pH

6.0 - 9.0 (at 111) 6.0 - 9.5 (at 211) " arab


•
~Ava. DailyAlax. Daily

-------
IN0000329: The E.I. DuPont de Nemours £ 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-.
River. 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 B& neutralization control system. Outfall 003
consists of wastewater from the silica products manufacturing processes, quality
control lab, and stormwater runoff. Treatment for the 003 discharge includes
equalization, coagulation, Elocculation. gravity thickening, vacuum filtration. gg
adjustment, and pressure sand filtration. Effluent limitations are based on water
quality Standards and a wasteload allocation study of the Grand Calumet River. A
QC/MS 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	Final Permit
Expiration Date: February 28, 1990	Abstract Date: February 14, 1989
EFFLUENT LIMITS (FINAL)
IN0000329: E.I. DuPont de Nemours & Co.
Pollutants	Outfall	Avo./Max. Limits* and Units	Monitoring




Flow
002
monitor onlv
continuous
Tenperature

Vt
2/m grab
Total Lead

" (monitor for 6 months)
1/m 24-hr conp
Volatile Coircounds

" (monitor for 6 months)
" grab
dH

6.0 - 9.0
1/d flrab
Flow
003
monitor onlv
continuous
Temperature

ti
2/m arab
Total Lead

(monitor for 6 months!
1/m 24-hr conp
Volatile ComDounds

" (monitor for 6 months)
" prab
nH

6.0 - 9.0
1/d grab
Flow (002 & 003 combined) monitor onlv
continuous
BCD5

100/200 lb/d
2/m 24-hr conn
CCD

monitor onlv
W II
Suspended Solids

600/900 lb/d
n n
Tbtal Dissolved Solids

67.000/94.000
1/m
Chlorides

2000/4000
N 91
Sulfates

39.000/52.000
ii n
Ammonia

150/300
2/m




























*Avq» Pally/ttax. Daily

-------
IN0000639: Universal Tool and Stamping Company, Inc., located in Butler, Indiana,
manufactures metal products such as automobile lacks 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 CER 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. ftie wastewater from Outfall 101 combines with noncantact
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 can BAT effluent guidelines and
limits an chromium and hexavalent chromium are based an water quality standards. All
limits at Outfall 001 are based an 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 of the toxic organic compounds used or stored on site, a
method of disposed, and procedures for ensuring that they do not spill or leak into
the wastewaters at the site.
Effective Date: April 27, 1984	Final Permit
Expiration Date: February 28, 1989	Abstract Date: April 19, 1985
EFFLUENT LIMITS (FINAL)
IN0000639: Universal Tool and Stamping Company, Inc.
Pollutants	Outfall Avq./Hax. Limits and Units	Monitoring
:
•
•
Flow : 001
report

:l/d
Oil and Grease :
10/15 mq/1

:3/w grab
B0D-5 :
—/9.6 kq/d
—/20 mq/1
:l/w 24 hr ccmp
PH :
6.0 - 9.0

:l/d grab
Flow i 101
report

: "
Chrtmium, Total :
—/0.12 ka/d
—/1.48 mq/1
:3/w 24 hr ccmp
Chrcmium, Hexavalent :
—/0.01
—/0.1
j W «
Zinc, Total :
0.12/0.22 "
1.48/2.61 "
2 ti »
TSS :
2.61/5.0
31/60
9 11 II
•
Cyanide, Total* :
report

:l/m
Ammonia as N* :
¦I

#	tl H
•
TTO «
ii

2 *• 'I
:
:
:
•
•
:
:
:
:
t
:
:
s
t
:
:
:
:
:
t
•
•
i
s
~After six months, monitoring requirements may be modified for this parameter.

-------
IN0000655: ITT Aerospace Optical Division of Port 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 CFK 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, arid 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 BftT effluent guidelines, and the limit on total copper is
based on EPJ. All other limits in the permit are based oil 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 TTDO 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 QC-MS Skvm
of volatile, acid and base/neutral compounds is also required and if TIO compounds
other than those limited in the permit are found present, six monthly GC-MS scans are
required. Ihere is no biomanitoring requirement included in the permit.
Effective Date: August 26, 1984	Final Permit
Expiration Date: June 30, 1989	Abstract Date: April 19, 1985
EFFLUENT LIMITS (FINAL)
IN0000655: ITT Aerospace/Optical Division (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units
:
Flew
001-003*:report
measure
TSS
:3.4/5.1
kg/d
10/15
mg/1
1/w 24 err ootid
Oil and Grease
•
•

10/15
li
«
grab
Ammonia (as N)
:—/0.96
kg/d
—/2.8
M
3/w 24 hr cono
Copper, Total
:—/0.007
it
—/0.20
II
ii

Chromium, "
:—/0.09
H
—/0.25
M
II
li
Chromium, Hexavalent
:—/0.02
II
—/0.05
n
••
li
Lead, Total**
:—/0.02
ii
—/0.05
ii
1/m
N
Nickel,
:—/0.27
n
—/0.5
»»
it
»»
Cyanide, "
/0.01
II
—/0.025 "
3/w
II
Silver,
:—/0.003
II
—/0.01
ti
1/w
II
Zinc,
:—/0.34
n
—/1.0
tt
1/m
It

:


:


:


:

*A11 Limits apply to the combined discharge fran the three outfalls.	
~*After six months, these reguiranents may change if parameter is not present 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 chromium (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 vised for demurring, 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 BP J. 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
includest (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 biomanitoring requirement included in the permit.
Effective Date: August 26, 1984	Final Permit
Expiration Date: June 30, 1989	Abstract Date: April 19, 1985
EFFLUENT LIMITS (FINAL)
IN0000655: ITT Aerospace/Optical Division (Page 2 of 2)
Pollutants	Outfall Avg./Max-	and Units	Monitoring
Flew
t :
»001-003* (continued)

•
:

Tin, " **
: :report

:l/m 24 hr ccmp
Cadmium, " **
| g it

•	M
•
H
Formaldehyde
T5
£
o
o
1
1
•«
i
1
**1
—/0.2 " .
•	11
•
grab
TTO
: i—/0.73 kg/d
—/2.13 mg/1
:l/m
grab
1,1,1-Trichloroethane
: :report

f "
•i
Trichloroethylene**
: :
—/0.1 mg/1
•	M
*
it
PH
: :6.0 - 10.0

:3/w
(i
t : :
: : :
: : :
: : :
: : :
t t :
~All Limits apply to the combined discharge frcm the three outfalls.
**After six months, these requirements may change if parameter is not present in
significant quantities.		

-------
IN0001350: The Container Corporation fif. America plant in Carthage is in the Pulp.
Paper, ansi 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 proposed BCT
effluent guidelines were equal to 0C21. Concentration limits are iirposed 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 reooener
clause pertaining to the finalization of stormwater requirements.
Effective Date: October 25, 1987	Final Permit
Expiration Date: September 30, 1992	Abstract Date: February 14, 1989
EFFLUENT LIMITS (FINAL)
IN0CO135O: Container Corporation of America
* VAAWWMllWt?
•
fiY^iriwunt Mdrinaw*	mm viiawp uwuilui. xncp
•
Flow
001
monitor onlv 1/d when discharging
TBCD5

16.369 kg/vr (100 ma/1 dailv max)s3/w 24-hr crWV
TSS

19.254 " (100 mp/1 dailv max): " "
Ammonia

monitor onlv for six months .2/m »
Oil and Grease

monitor onlv for six months sl/m arsh
PH

6.0 - 9.0 ___ * 1/w "
Flow
002
monitor onlv measure when saroHnr.
Oil and Grease

It
1/m arah
Teirperature

fl
1/w arah
Pfl

6.0 - 9.0
* n


























•


—	 *


*
I
•
*
*

-------
IN0001414: Flexel. Inc.. which is owned and operated by the Olin Corporation, is
located in Covington and produces cellophane from wood pulp for use primarily in food
packaging (SIC 3079). This plant is in the Organic Chemicals, Plastics, and. Synthetic
Eiters 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 MGD to the Wabash River via
Outfall 001. Treatment for this outfall consists of neutralization, two aerated
laaoons. and a polishing laaoon. 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.
Pollutant-,
flJtfall	Avo.AAav. Limits* and Units
Monitoring
Flow		
TOCP5 (May 1 - m* 30)
-Qfll		monitor only
:390/660 kn/rt
2/w 24-hr com?
(Dec. 1 - ffrr,
i 520/840
2SS_
S79Q/148Q
202	
Sulfate
8 3178/4767
78.814/108.960 kr?/*
Flow
*6-0 - 9.0
Oil and
-002	.-monitor only
grab
Tamperatairfl
BH-
•--*/iQ.o rrc/1
measure
when sampling
.¦monitor o^ly
1/m.	scab	
m	«•
86-0 - 9.n
*Avq. Daily/Max. p»nY

-------
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 M<3>). Outfall 002 consists of water
softener backwash, boiler blowdown, air compressor cooling water, and stormwater
(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	Final Permit
Expiration Date: June 17, 1992	Abstract Date: February 15, 1989
EFFLUENT LIMITS (FINAL)
IN0001929: Dana Corporation
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow
m.
monitor only
1/d 24-hr
2SS_
50/75	W&	(20/30	ma/1)
:l/m 24-hr
Temperature
monitor only
grab
Total Chromium
—/1.2 kg/d	(—/0.5	no/1)
:2/w 24-hr qpnp
Hexavalent Chromium
0-03/0.06
(0.012/0.025
_L
tl/ti
Oil and Crease
--/25
(—/IQtQ
_L
;2/w	grab
Total Toxic Orqanics **
—/5t3
(—/2.13
JillUL

monitor only for six months
:2/m 24-hr
NicKel
monitor onlv for six months
Tr ichloroethvlene
monitor only
sl/m	grab
eH_
6.0 - 9.0
;2/w
Flow
TSS
monitor onlv
7.3/11,Q	Kq/d (2Q/3Q
	measure when sanpl^g
mg/1)	il/m 24-hr cmip
Tenperature
monitor only
grab
1»2-Tr ansd ichloroethylene
Oil and Grease
6.0 ~ 9-0
1/w
1/m
*Avg. Pailv/Max. Daily			
~~Monitoring mav be waived bv a certification letter stating that no concentrated
toxic organics are being disposed of in the wastewater.	

-------
IN0002666: Moser Leather Company, Inc., in New Albany, Indiana, operates a cow and
steer hide tannery in the Leather Tanning and Finishing Category (40 CER 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 lagoons before discharge from Outfall 001 at an average rate of 0.13 mgd (0.31
mgd maximum). Sludge is treated in sludge lagoons. Production at the facility is
reported as follows: 7,360 pounds per day from chrome tanning applicable to the 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 an BCD, TSS, oil and grease,
and chromium are based cm EPT/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 on total chromium of 1.24 mg/1 is in effect
based an water quality standards which is more stringent than the BAT limitation for
discharge of this pollutant to the Ohio River. Limits on fecal coliform are based on
the CRSfiNOO disinfection reguirement for sanitary wastewater. The permittee was
required to raise the height of all dikes surrounding the waste stabilization lagoons
to minimize flooding. Biomanitaring requirements are not included in the permit.
Effective Date: March 2, 1985	Final Permit
Expiration Date: January 31, 1990	Abstract Date: April 22, 1985
IN0002666:
EFFLUENT LIMITS (FINAL)
Moser Leather Company, Inc.
Pollutants
Outfall
Avg./tfax. Limits and Units
Monitoring
: : :
Flcwr
: 001
:report


smeasure
BOD-5
:
:27.7/61.4
kg/d
(56.2/124.6
ma/lM :l/w 24 hr camp
TSS
:
:40.4/88.5
II
(82.0/179.6
« *). » ••
Oil and Grease
:
ill.5/25.4
ft
(23.3/51.5
" *): " grab
Chromium, Total (1}
:
*0.57/1.56
It
(1.16/3.16
" *): " 24 hr comp
Fecal Coliform (4/1-10/31)
:200/400
per
100 ml
:l/a grab
Fecal Coliform (11/1-3/31)
:1000/2000

n
:
Cadmium, Total**
:
ireport


:l/m 24 hr ccxip
Copper, " *~
•
•
•


, II ••
•
Mercury, " ~*
•
•
•	ii
•


#	II M
•
PH
:
:6.0 - 9.0


:l/w grab

:
:


^ tt I*

:
:


•
•

:
:


•
•

:
:


:

:
:


:
~~After three months monitoring, permit may be modified.		
(1) Until Outfall OQl is redirected to the Ohio River, naximum daily limit is
1.24 mg/1.

-------
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 Pesticide^
Manufacturing Category (40 CFR 455, Subpart A). The plant produces antibiotics and
pharmaceuticals (SIC 2833) and agricultural chemicals and 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 IflgWnS- 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 SEX limitations, except for total
cyanide which is based on water quality considerations. Acute flow-through toxicity
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, (garterly chronic static renewal toxicity tests> using Ceriodaphnia and
fathead minnows, are also required. The permittee is required to develop a strategy
for conducting a Toxicity Reduction Evaluation within six months of the effective 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: September 30, 1987	Final Permit
Expiration Date: September 30, 1992	Abstract Date: February 22, 1989
EFFLUENT LIMITS (FINAL)
IN0002861: Eli Lilly and Conpany
Pollutants	Outfall	Ava./frax. Limits* and Units	Monitoring
Flow : 001
imonitor onlv

:continuous
BCD 5 :
:7730/15.460 lb/d

:3/w 24-hr coim
COD :
:38.962/77.924 "

sl/d "
TSS :
:8361/16.722

• " n
Ammonia :
s2000/4167

!l/w "
Cyanide (Total) ;
1—/0.1 ma/1

• « VI
Fluoride :
:monitor only

• n it
Tenperature :
»

:l/d qrgh
Trifluralin :
:0.84/3.6 lb/d

:l/w 24-hr cnnn
Ethalfluralin :
!1*4/2.8

, " n
Benefin s
:2.9/5.7

• w n
Isopropalin :
jmonitor onlv

:2/m
Total Volatile Nitrosamines **
:0.167/0.502 lb/d

:l/w 24-hr rmm
Chronic Toxicity :
:report

1/q static renewal
Acute Toxicity :
»

:continuous
pH *
se.o - 9.0

sl/d grah
Fecal Coliform t 101
i200/400 #/100 ml
(Apr.
1 - Oct. 31):l/w "
Total Residual Chlorine :
il-0 ma/1 maximum
***
•	" N
*
Methylene Chloride s
smonitor for six months
sl/m "
Benzene :
imonitor for six months
• w n
Flow i 607
monitor onlv

measure when
Total Volatile Nitrosamines
10.110/— lb/d

:2/m romp
•
•

•
•
•

•
*Avo. Daily/Max. Daily



**Dimethvl-N-n itrosamine. Di-N-Proovl-N-Nitrosamine.
Ethvl Butvl-N-Nitrosamine.
Ethvl-Methal1vl-N-Nitrosamine


	
***Mat_.tO be used from November 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 Bun. is
the receiving stream for all outfalls, except 002 which discharges into the White
River. Effluent limitations are the State's EPJ 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 tenp.
May. Mav June July August Sept. Oct. Oct.
1-15 16-31	1-15 16-31
Max. Temp. 80 85 90 90 90 90 84 78
There are no thermal limitations from November 1 through April 30. A standard
Eecpener clause is contained in the permit.
Effective Date: November 1, 1987	Final Permit
Expiration Date: August 19, 1992	Abstract Date: February 15, 1989
EFFLUENT LIMITS (FINAL)
IN0002887: Indianapolis Power and Light Carrpany (Page 1 of 2)
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
		-J-	 1
Flow : 001
; 			
nmni frM- onl w 1/d 24-hr tOtfll
TSS •
30/100 ma/I
1/w 24-hr COITIQ
Oil and Grease s
15/20 "
1/m grab	
Total Coooer :
—/0.2 " **
1 M 24-hr com?
Total Iron s
—/1.0 " ~~
•I "
Free Available Chlorine :
—/0.20 ¦ ~~~
1/w grab 	
Sulfate :
monitor onlv for six months
1/n,
Fecal Col i form j
monitor onlv for one vear
?/«,
pH :
6.0 - 9.0
Vw
Flow s 101
monitor onlv
2/m 24-hr total
B0D5 s
30/45 ma/1
2/w 8-hr cone
•


•


**1

~~~Limitations and monitoring requirements apply only during the discharge Of CPOlinq
tower blowjown 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
monitor onlv 1/d 24-hr
Temoerature

FOR Ht VALUES THEFMAL LIMITS



0 < Ht < 2376 Ht
¦1/d continuous


2376 < Ht < 3536 2376
If
n


3536 < Ht < 4085 Ht - 1160
n
it


4085 < Ht No Restriction
n
n
Total Residual Chlorine

—/0.2 ma/1 (not to exceed 2 hrs/d)
2/w
arab
Chlorination Freouencv

monitor only
1/m
reDort
Duration of Chlorination

n
n
tl
DH

6.0 - 9.0
n
arah
Flow 005.006.008 monitor onlv 1/d 24-hr
Free Available Chlorine

0.2/0.5 ma/1
l/w
arab
Chlorination Freouencv

monitor onlv
1/m
reDort
Duration of Chlorination

n
II
n
Temperature

n
l/w
arab
dH

6.0 - 9.0
n
N
Flow
007
monitor onlv
estimate
TSS

30/100 ma/1
2/m
arab
Oil and Grease

15/20
II
n
Arsenic

monitor onlv for six months
1/m
n
Cadmium (Total)

fl
ii
n
Chromium "

If
n
VI
Copper "

n
n
tl
Lead "

n
n
«i
Mercury "

v»
n
VI
Zinc "

H
n
it
Sulfate

It
n
VI
P« 			

6.0 - 9.0
2/m
fl
*Avg. Paily/Max. Pailv

-------
IN0003573: The £,M, Corporation - Central Foundry Division, in Bedford, is an
aluminum foundry (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
comprised 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 OO/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.

fiTtitn wnt "miwvb	ww '"¦¦¦¦¦¦ — 1
Flow
•
002
monitor onlv

• 5/w
TSS
•

10/15 ma/1

• 3/w 24-hr comp
Oil and Grease


—/10

-2/w arab
Total Copper
•

—/0.06 "

• 1/w 24-hr como
Total Lead
•

—/0.05 "

. » "
Total Zinc
•

0.2/0.73 "

. » "
Total Phenols (4AAP)
•

—/0.1 "

,3/w
Total Toxic Oroanics
•

monitor onlv

- 2/v
Total Residual Chlorine
•

monitor for six months

•2/m grab
Polvchlorinated Biphenyls
—/0.001 ma/1

•3/w 24-hr como
Ammonia
•

monitor for three months

.1/w
TBCD5
•

—/10 ma/1

.3/w
1.1.1-Tr ichloroethane
•

monitor for three months

,7/m
Te tr achlor oe thvlene
•

monitor for three months

. » "
dH
•

6.0 - 9.0

:5/w arab
Flow
•
003
monitor onlv
measure when sampling
Oil and Grease
•

«t

• l/w arab
Polvchlorinated Binhe»nvls
It

• 1/d 24-hr coiro
dH
•

fi.n - Q.n

.l/w arab
•
•
•
•
*Avq. Dailv/Max. Daily

-------
IN0003581: Pfizer. 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 QUtffllls 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 noncontact cooling water
from the manufacture of fumaric acid, benzoic acid, and sodium benzoate. This
wastestream 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
sludge.	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 BCD5, TSS, and COD are based on BPT efflupnt-
auidelines. cyanide is BAT, and pH is based on water quality standards. A 96-hr
acute toxicity test, using fathead minnows, and a 7-dav chronic fathead minnow larval
survival toxicity 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	Final Permit
Expiration Date: August 31, 1990	Abstract Date: February 17, 1989
EFFLUENT LIMITS (FINAL)
IN0003581: Pfizer, Inc.
Pollutants	Outfall Avg./Maxt Limits* and Units	Monitoring
Flow
001
monitor onlv
continuous
BOD5

357/715 ka/d (10/20 ira/1)
1/d 24-hr comn
TSS

607/1215 " (17/34 " )
n it
Ammonia I summer)

95/190
n it
(winter)

200/400
n n
CCD

monitor onlv
2/m "
Phosphorus

n
1/w
Oil and Grease

n
2/m grab
Fecal Coliform

200/400 #/100 ml fApr. 1 - Oct. 31)
4/m
Total Residual Chlorine

1.0 ma/1 maximum **
1/d
pH

6.0 - 9.0
n n
TSS
002
monitor onlv ***
" 24-hr cnnp












*Ava. Dailv/toax. Daily	
**nhlor ination not to be practiced from November 1 through March 31.	
»**if stormwater runoff from sources bevond the control of the permittee cause a
violation-for TSS at Outfall 001. the limitations for 001 shall apply to Q02.
The discharger will be in compliance if these limits are met at 002.		

-------
IN0045284: Allegheny LudllM 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
ttith. 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 being pumped to the clarifier. Sludge
from the clarifier is vacuum filtered and landfill^. The treated effluent is
discharged at a rate of 0.422 mgd to the Big Blue River via Outfall 001. Sanitary
wastewater (0.002 mgd) is treated in an activated sludge package plant prior to its
release into St. Johns Creek 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 sf. 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 Date: April 28, 1985	Final Permit
Expiration Date: February 28, 1990	Abstract Date: February 17, 1989
EFFLUENT LIMITS (FINAL)
IN0045284: Allegheny Ludlum Steel Corporation
Pollutants	Outfall Avo.Max. Limits* and Units	MpnitOfinq


•
Flow
001
monitor onlv

:continuous
TSS

128.6/205.8 lb/d
(25/40 ma/1)
.** ?.4-hr coitiD
Oil and Grease

51.5/103.0 "
(10/15 " )
.** arab
Iron (Total)

7.72/15.44 "
(1.5/3.0 " )
•** 24-hr como
Nickel " (Final)

—/7.62
(~/1.48 " )
jlx IV
(Interim)


(1.64/4.91 " )
xx n
Fluoride (Total)

40.0/80.0 lb/d

XX II
Chromium " (Final)

—/3.81 "
(—/0.74 ma/1)
• ~ it "
(Interim)


(1.0/3.0 " )
• n
Hexavalent Chromium (Final) s
—/0.77 lb/d
(—/0.15 " )
xx n
(Interim) s

(0.1/0.2 " )
.** ¦
Nitrates

monitor onlv

• 1/m "
Sulfates

It

# n n
Cooper (Total)

n

! 1/W "
dH

6.0 - 9.0

• " arab
Flow
002
monitor onlv
moacnre whAn sairr>lina
TSS

0.50/0.75 lb/d
(30/45 ma/1)
•l/w 24-hr comD
BCD5

0.42/0.75 "
(25/45 " )
• " "
Fecal Coliform

200/400 */100 ml

• " arab
Oil and Grease

0.17/0.26 Ih/d
(10/15 ma/1)
. ¦ "
Total Residual Chlorine

1.0 ma/1 maximum

. * "
dH

6.0 - 9.0

, n »
Flow
003
monitor onlv
mpasnr* when samolina
TSS

52.1/83.4 lb/d
(25/40 ma/1)
iVM 24~hr coinD
Oil and Grease

monitor onlv

. " grab
Iron (Total)

3.13/6.26 lb/d
(1.5/3.0 ma/1)
. " 24-hr comD
Conoer "

monitor onlv

. « "


s !

**SaitPlina 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
Ditch. This facility is considered to be a new coal mine and the effluent limitations
are NSPS based on the effluent guidelines. There are no requirements concerning BMP
Plans, biomonitoring or a reopener clause.
Effective Date: March 1, 1988	Final Permit
Expiration Date: January 20, 1993	Abstract Date: February 21, 1989
EFFLUENT LIMITS (FINAL)
IN0054267: Northern Coa.
Pollutants.
L Company
Outfall
, Inc.
Avo./Max. Limits* and Units
Monitorinq
Flow
001
monitor onlv
2/m instant.
TSS

35/70 ma/1
" grab
Total Iron

3.0/6.0 "
" 91
Influent pH

monitor onlv
1/m "
Influent Total Iron

II
w n
dH

6.0 - 9.0
2/m




Limits for discharge or increased volume in discharge caused bv nreciDitation less
than or ecrual to 10 vr. 24-hr storm event.




Settleable Solids

0.5 ml/1 maximum
grab
pH

6.0 - 9.0
•f




Limits for a DreciDitation event that is greater than the 10-vr. 24-hr storm pwnK




pH

6.0 - 9.0
orah




















•


*Avg. Dailv/Max. Daily

-------
KY0001431: 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 CER 414), arid 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 noncantact cooling
water are discharged from Outfall 001 to the Ohio River (Q7-10 8103 cfs) at a rate of
4.94 MGD. The process water leaves the treatment system at Outfall 002 and combines
with noncantact water to form Outfall 001 after oil skimming, neutralization,
equalization, flocculation, aeration lagoons, and settling. Limitations are based on
BPJ of the BCT, and limits for BGD-5, TSS, and ammonia are based on the previous
permit. Two hioassays are required (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 SPOC or other existing plan. There is a
guidelines re-opener clause for more stringent limitations and new pollutants.
Effective Date: October 30, 1985	Pinal Permit
Expiration Date: October 29, 1990	Abstract Date: January 15, 1986
EFFLUENT LIMITS (FINAL)
Ky0001431: M&T Chemicals Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
		i	:		:	
Flow	tOQl, 0Q2:manitor	: continuous
Cadmium
:

2 n

:l/q
carp
Mercury
:

2 m

• •»
•
fi
Tin
:

. H

: "
it
Aluminum
:

f M

•	N
•
ll
Chromium (Hexavalent)
:

. II

•
II
Chromium (Trivalent}
•
•

2 H

•
•i
Copper
:

1 11

: "
ll
Nickel
:

2 M

: "
ll
Silver
:

2 11

: "
•1
PH
•
•

:6.0-9.0

:2/m
grab
BOD-5 15/1-9/30^
:
002
:205/307
ka/day
:3/w
canD
BOD-5 U0/1-4/30}
:

:386/580
•1
• «
•
ll
TSS
:

:198/296
II
: "
n
Ammonia
:

:136/204
II
: "
it
COD
:

inonLtor

: "
ii
Chromium*
:
001
tl.0/1.0
mqr/1
:2/m
OOTID**
Zinc*
:

il.0/1.0
ll
: "
" **
Chlorine (total residual)

:0.2/0.2
•1
: "
arab**
Acute Toxicity Units (tua)

:10
tua
:l/q

Temperature
:

135/38
C
:l/d
qrab

:

:

:


:

:

:

~Total recoverable.
~~Monitoring only required when these oanpounds are added to prevent system fouling.

-------
KY0002119: The 01in Corporation in Brandenburg, is in the Organic Chemicals
Manufacturing 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, eoualizatinn
basin, aeration basins, clarifiers. grflYity thickener. belt filter, neutral
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 BP J, PCT. B£kT and SET effluent guide! in^s. and
Standards. The permit requires biomonitorino to evaluate wastewater toxicity from
CXitfall 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	Final Permit
Expiration Date: May 31,1993	Abstract Date: May 10, 1989
EFFLUENT LIMITS (FINAL)
KY0002119: Olin Corporation (Page 1 of 3)


Pollutants CXitfall
Avg./foax. Limits and Droits
Monitor inn
•


Flow (MOD) : 001

Recorder Corn-.
Temperature :
95F Ava./IOOF Max.
II
n
Chromium. Total Recoverable
1.0 ma/1 Ava. 1.0 mg/1 Max.
1/w
Grab
Zinc. Total Recoverable :
0.5 ma/1 Ava. 1.0 ma/1 Max.
II
n
Total Residual Chlorine :
0.2 ma/1 Ava. 0.2 mg/1 Max.
91
n
Bis f 2-ChloroisoDropvl)Ether:
16.727/16.727 lb/d
II
n
FlowfMGD) s 002

Recorder Cnnf.
dH :
6.0-9.0 S.U.
II
n

1179/3065 lb/d
1/w
24hrComn.
BCD 5 t
996/1599 "
n
n
Hardness (ma/1 as CaC03)i
Reoort
n
Grab
Phenols. Total :
8.22/16.44 lb/d
n
IV
Acute Toxicitv Units :
1.4 TUa

Grab
Acenaohthene :
0.675/1.810 lb/d
91
n
Acrylonitrile :
2.946/7.426 "
VI
M
Benzene :
1.135/4.173 »
"
n
Carbon Tetrachloride :
0.552/1.166 ¦
N
N
Chlorobenzene :
0.460/0.859 "
N
n
1.2.4-Tr ichlorobenzene :
2.087/4.296 "
n
91
1.2 Dichloroe thane s
2.087/6.475 "
1/3
Grab
1.1.1-Tr ichlor oe thane	;	
0.644/1.657 "

91

-------
EFFLUENT LIMITS (FINAL)
KY0002119: Olin Corporation (Page 2 of 3)
Pollutants	Outfall Ava./taax. Limits and units	Monitoring
• • !
Hexachloroethane : 002
O.ddA/lh/d
1/fl
Grab
1.1-Dichloroethane :
0.675/1.810
It

It
It
1.1.2-Trichloroethane s
0.644/1.657
n

It
It
Chloroethane s
3.191/8.224
it

It
It
Chloroform :
0.644/1.412
M

tl
It
2-Chlor oohenol :
0.951/3.007
n

It
It
1.2-D ichlorobenzene i
2.363/5.002
M

It
II
1.3-Dichlorobenzene s
0.951/1.350
n

It
II
1.4-Dichlorobenzene :
0.460/0.859
*

It
II
1.1-0 ichloroethvlene :
0.491/0.767
n

It
II
2.4-Dichlorophenol :
1.197/3.437
M

It
II
1.2-D ichloropropane :
4.695/7.058
H

1/w
II
1.3-D ichloroorODvlene :
0.890/1.350
n

1/g
n
2.4-D imethvlphenol :
0.522/1.105
it

tl
n
2.6 Dinitrotoluene :
7.825/19.670
it

It
ti
Ethvlbenzene s
0.982/3.314
n

H
n
Flouroanthene :
0.767/2.087
n

It
ti
Bis(2-ChloroisoDroovl)ether:
9.236/23.229
it

1/w
n
Methylene Chloride i
1.227/2.731
it

l/q
ti
Methvl Chloride :
2.639/5.830
it

It
H
Hexachlorobutadiene i
0.614/1.504
H

it
n
Naothalene :
0.675/1.810
It

It
n
Nitrobenzene :
0.829/2.087
It

It
n
2-Nitroohenol :
1.258/2.117
11

it
n
4-Nitroohenol :
2.209/3.805
It

It
n
2.4-Oinitroohenol :
2.179/3.774
It

II
n
4.6-Dinitro-o-cresol s
2.394/8.500
It

11
n
Phenol •
0.460/0.798
It

1/w
n
Bis(2-ethvlhexvl)Dhthalate:
3.161/8.561
II

l/q
n
Di-n-butvl Dhthalate :
0.829/1.749
II

ft
ii
Diethlv Dhthalate s
2.486/6.229
II

it
n
Dimethvl Dhthalate i
0.583/1.442
II

n
ti
Hexachlorobenzene •
0.460/0.859
II
(0.00063 ma/1 max)
it
ti
2.4 Dinitrotoluene s
3.468/8.745
II
(0.097 ma/1 max)
it
R
Benzo(a) anthrazene :
0.675/1.810
It
(0.00246 ma/1 max)
it
II
Benzo(a) Dvrene :
0.706/1.872
n
(0.00246 ma/1 max)
it
n
3.4-Benzoflouroanthene i
0.706/1.872
it
(0.0024fi mo/1 max)
n
n
Benzo(k)flouroanthene •
0.675/1.810
n
(0.00246 ma/1 max)
n
M
Chrvsene :
0.675/1.810
n
(0.0024fi ma/1 max)
it
ii
Anthracene s
0.675/1.810
VI
(0.00246 ma/1 max)
n
M
Flourene t
0.675/1.810
n
(0.00246 ma/1 max)
it
II
Phenanthrene ;
0.675/1.810
it
(0.00246 ma/1 max)
it
M
Pyrene :
0.767/2.056
VI
(0.00246 ma/1 max)
it
11
1.2-Trans-Dichloroe thvlene
0.644/1.657
it
(0.029 ma/1 max)
it
II
Acenaphthvlene t
0.675/1.810
n

M
n
Tetrachloroethvlene s
0.675/1.718
n

n
n
Toluene ;
s0.798/2.455
(t

n
n
Tr ichloroethvlene •
s0.644/1.657
m

VI
H
Vinvl Chloride .
;3.191/6.224
it

it
II

-------
EFFLUENT LIMITS (FINAL)
KY0002119: Olin Corporation (Page 3 of 3)


•
Chromium. Total
002
5.0/5.0 lh/d
l/a24hrComri
CooDer. Total

44.495/103.718 " (0.051 ira/1 max)
«i n
Cvanide. Total

12.888/36.823 " (0.062 ira/1 max)
ft n
Lead. Total

9.819/21.173 ¦
n n
Nickel. Total

51.859/122.130 "
" 24hrCorrp
Zinc. Tnt-al

32.220/80.090 "
n n
FlowfMCD)
003
Report
Cont.Record
Temoerature

89F Max.
l» II
dH

6.0 to 9.0 S.U.
1/w Grab
Chromium. Total Recover.

0.1/0.1 ma/1
n n
Zinc. Total Recoverable

0.047/0.211 ma/1
n ' n
Total Residual Chlorine

0.01/0.019 ma/1
n n
Bis(2-Chloroethvl)Ether
004
7.882/8.099 lb/d
n n





































































































-------
KY0002780: Stauffer ChBmlcal Company, Inc. is located in Louisville, Kentucky, and
manufactures chlorinated solvents (SIC 2869) in the Organic Chemicals and Plastics and
Synthetics Category (40 CER 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 flew rate of 0.77 mgd, consisting of the following: 1.3 gpm boiler
blowdown, 0.5 gpm sanitary wastewater, 1.7 gpm washdown water fran 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 cn BP J, consistent with state water quality standards.
Monitoring requirements for carbon tetrachloride, tetrachlaroethylene, and limits on
chloroform and pH are based cn water quality st^**""^- A BMP plan and biomonitoring
requirements are not included in the permit.
Effective Date: September 16, 1984	Final Permit
Expiration Date: September 15, 1989	Abstract Date: May 29, 1985
EFFLUENT LIMITS (FINAL)
KY0002780: Stauffer Chemical Ccrapany, Inc.
Pollutants	Outfall Aver./Max. Limits and Units
Monitoring
Flew
001
report
1/m instant
TSS
30745
ma/1
24 hr coop
Oil and Grease
10/15
grab
Carbon Tetrachloride*
Tetrachlaroethylene*
Chloroform*	
	
report
6.0 - 9.0
TK
1/m
~After 12 months, if permittee demonstrates the parameter is not present in
significant quantities, monitoring requirements may be modified.	

-------
KY0003484: The EE 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. sdL flotation, settling, carbon
adsorption, chemical precipation. dechlorination, neutralization, activated Sludge.
and anaerobic treatment. CXatfall 001 is the primary outfall which receives wastewater
from two internal outfalls (002, and 003) and discharges to the Tennessee River.
CXatfall 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 PPJ, BgT, ao& Ml effluent guidelines, and ££at& 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 (Pimephales 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	Final Permit
Expiration Date: October 31, 1993	Abstract Date: May 10, 1989
EFFLUENT LIMITS (FINAL)
KY0003484: BF Goodrich Company (Page 1 of 3)



-"'v
Flow (MCDi
001

Recorder Con*.
Temperature

95F Avo./IOOF Max.
1/w
Grab
dH

6.0 - 9.0 S.U.
N
«•
TSS

1287/2831 lb/d
91
24hrConm.
BCD 5

1115/2453 "
n

Hardness (ma/1 as CaC03)

Report
N
Grab
Chlorides

n
l/a
Grab
Acute Toxicity Units

3.71 TUa
:l/m for lvr. then 1/n
Hexachlorobenzene

(0.00081 ira/1 max)
1/w
Grab
1.2-D ichloroethane

(0.8554 ma/1 max)
IV
n
1.1.2.2.Tetrachloroethane:
Reoort
l/a
n
Benzo(a) anthracene

(0.0032 mp/1 max)
«•
n
Benzofa) pvrene

(0.0032 mp/1 max)
n
n
3.4-Benzofluoroanthene

(0.0032 ma/1 max)
n
m
Benzo fk)fluoroanthene

f0.0032 ma/1 max)
n
n
Chrysene

0.141/0.349 lb/d
(0.00142 ma/1 max)
n
n
Anthracene


(0.0032 mp/1 max)
l/m
n
Fluorene
4
a

f 0.0032 ma/1 max)
l/<3
n

-------
EFFLUENT LIMITS (FINAL)
KY0003484: BF Goodrich Company (Page 2 of 3)
Pollutants	ftitfaii Av?./toax. Limits	and Units	Menitpcinq

0 •
Phenanthrene
001

(0.0032
ma/1 max)sl/a Grab
Pvrene


(0.0032
ma/1 max)i " "
Chromium. Total

sl.O / 1-0 ma/1

• 1/m "
Coooer. Total

:0.242 ma/1 max.

. H ft
Cvanide. Total

:0.259 ma/1 max.

si /a «
Zinc. Total

:0.5 / 1-0 im/1

sl/m "
Oil & Grease

:10 / 15 ma/1

sl/w "


:0.2 / 0.2 mq/l

a n n
Total Residual Chlorine

s0.2 ma/1 max.

# ti ft
Flow (MO))
002
sReoort

•Cont.Record
TSS

:587/1878 lb/d

•l/w24hrComD
BCD5

:389/1020

N ft
dH

:6.0 to 9.0 S.U.

• " Grab
Acenaphthene

!0.257/0.699 lb/d

sl/m "
Acrvlonitrile

:1.183/2.956 "

si /a "
Benzene

$0.568/1.681 "

• 1/m "
Carbon Tetrachloride

;0.R94/2.322 "

. " "
Chlorobenzene

s0.873/2.522 ¦

. « "
1.2.4-Trichlorobenzene

si.538/5.278 "

• 1/n -
1.2-D ichloroethane

:1.451/4.588 "

sl/w -
1.1.1-Trichloroethane

:0.267/0.699 "

,1/n "
Hexachloroethane

si.208/4.674 "

. « "
1.1-Dichloroethane

sO.274/0.734 "

,1/n, -
1.1.2-Trichloroethane

s0.321/1.066 "

. » "
Chloroethane

si.326/3.479 "

• 1/q "
Chloroform

sO.748/2.081 "

,1/n. "
2-Chlor oohenol

50.218/0.698 "

.1/n "
1.2-Dichlorobenzene

11.601/5.440 ¦

O/n "
1.3-Dichlorobenzene

•0.986/2.364 "

. » "
1.4-D ichlorobenzene

s0.973/2.252 "

. " "
1.1-D ichloroethvlene

10.231/0.500 "

O/n, "
2.4 Dichloroohenol

sO.274/0.787 "

,1/a "
1.2-D ichloronrooane

12.136/5.911 "

. » "
1.3-DichlorooroDvlene

si.264/4.603 "

. " "
2.4-Dimethvlnhenol

s0.229/0.507 "

. " "
2.6-Dinitrotoluene

si.793/4.506 "

. » "
Ethvlbenzene

sO.993/2.814 "

• 1/m "
Flouroanthene

sO.295/0.770 "

• 1/n -
Bis(2-Chloroisanrarwl)ether t
s3.176/9.616 "

f . -
Methvlene Chloride
•
s0.476/1.545 "

sl/tn "
Methvl Chloride
S
si.199/2.931 ¦

.1/q "
Hexachlorobutad iene

s0.909/2.400 "

. " "
Napthalene

s0.257/0.669 "

• 1/m "
Nitrobenzene

sl2.28R/35.100 lb/d

,!/« "
2-NitroDhenol

sO.640/1.734 Ih/d

, " -
4-Nitrophenol

si.382/3.987 ¦

. " ¦
2.4-Oinitroohenol

s7.027/24.070 "

. ¦ ¦
4.6-Dinitro-o-cresol

s0.970/3.445 "

. " "
Phenol

s0.208/0.437 "

,l/m -

-------
EFFLUENT LIMITS (FINAL)
KY0003484: BF Goodrich Company (Page 3 of 3)
a

•
Bis(2-ethvlhexvl)Dhthalate: 002
1.238/3.357 lb/d
:1/a Grah
Di-n-butvl phthalate

0.298/0.633 lb/d
. n n
Diethlv Dhthalate

0.818/2.038 "
• n n
Dimethvl Dhthalate

0.236/0.585 ¦
• « n
Acenaohthvlene

0.257/0.669 "
:l/m "
Tetrachloroethvlene

0.436/1.281 "
• n n
Toluene

0.334/0.963 »
• H II
Tr ichloroethvlene

0.288/0.753 ¦
, n n
Vinvl Chloride

1.256/2.814 "
:l/a Grah
Nickel. Total

21.019/49.501 lb/d
: l/m24hrt"!rimn
Hexachlor obenzene

1.165/4.491
:l/m Grab
2.4-D in i trotoluene

0.794/2.004
:l/a "
Benzo(a)anthrazene

0.257/0.669 "
~ H M
Benzo(a)Dvrene

0.270/0.688
« n n
3.4 Benzofouroranthene

0.270/0.688
, n n
Benzo(k)fluoroanthene

0.257/0.669 «
n n
Chrvsene

0.257/0.669
. n n
Anthracene

0.257/0.669
:l/m "
Fluorene

0.257/0.669 "
• n II
Phenanthrene

0.257/0.669
:l/a "
Pvrene :
0.284/0.731 "
• n n
1.2-Trans-D ichloroethvlene
0.283/0.737
~ n n
Chromium. Total

13.806/34.452 "
: l/m24hrCnmqp
Copper. Total

18.034/42.038 "
, n n
Cvanide. Total

5.224/14.925 "
:l/a Grab
Lead. Total

3.980/8.582
: " 24hrCamr»
Zinc. Total

13.059/32.462 »
:l/m "
Flow(MCD)
003
Report
sl/w Instant-
TSS

207/413 lb/d
s " Grab
dH

6.0 to 9.0 S.D.
, n it
Total Residual Chlorine

1.2274/2.0672 lb/d
, ii n
Mercurv. Total

0.0646/0.1486 "
1 " 24hrComn
Flow (MGD)
004
Reoort
:l/a Instant
TSS

IV
: " Grah
Oil and Grease

«•
• n n
Chlorides

n
. n n
t>H

it
,11 N
FlowfMCD)
005.6.7.8jReDort
: " Instant-
TSS

99
s " Grah
Oil and Grease

n
• n n
nH

n
VI n
























JL

-------
KY0003514: The hiL Products k Chemicals. Incorporated in Calvert City, is in the
Organic 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 landfarrc-
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, 011, 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 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 (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
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
reppener clause to make any needed changes and a Best Management Practices plan.
Effective Date: Noventoer 1, 1988	Final Permit
Expiration Date: October 31, 1993	Abstract Date: May 9, 1989
EFFLUENT LIMITS (FINAL)
KY0003514: Air Products & Chemicals, Incorporated (Page 1 of 2)
Pollutants	Outfall Avg./frax. Limits and Units	Monitor UW
Flow(MCD) . 001

•
• R^nrder Cont.
Temoerature •
:95F Ava./IOOF Max.
• 1/w Grab
dH
.•6.0 - 9.0 S.U.
. "
ft
TSS .
:422/1373 Ih/d
. "
24hrConc.
BCD 5 .
:254/676
. "
•
n
Hardness (ma/1 as CsCQ3);
:RfiDort
•1/w Grab
Acute Toxicitv Units s
:6.25 TUa
•1/m for lvr. then 1/a
Acenaphthene :
:0.232/0.623 lb/d

l/q Grab
Acrvlonitrile •
i1.014/2.557 "

if n
Benzene •
:0.391/1.437 "

N "
Carbon Tetrachloride :
:0.190/0.401 "

n n
Chlor oben zene •
!0.158/0.296 "

ft n
1»2.4-Tr ichlorobenzene :
10.718/1.479 "

if n
Hexachloroben zene :
iO.158/0.296 "
(0.0014 ma/1 max)
n ft
1.2-Dichloroethane :
j0.718/2.229 "

If «
1.1.1-Trichloroethane s
iO.222/0.570 "

n n
Hexachlor oethane
!0.222/0.570 "

1/9 Grab
1.1-D ichlor oethane i
t0.232/0.623 "

n «f
1.1.2-D ichloroethane :
i0.222/0.570 "

VI N
Chloroethane •


11 if
Chloroform •
iO.222/0.486 "

«i if
2-Chlor oohenol .
i0.328/1.035 "

11 11

-------
EFFLUENT LIMITS (FINAL)
KY0003514: Air Products & Chemicals, Incorporated (Page 2 of 2)
Pollutants	CXitfall Avg./Max, Limits an<3 Units	Monitoring


* «***»* WO MM 4 1 -I. LU1 -i-1 IU
•
1.2-Dichlorobenzene
001
0.813/1.722 lb/d
1/q
Grab
1.3-Dichlorobenzene

0.328/0.465
it

n
n
1.4-Dichlorobenzene

0.158/0.296
it

n
it
1.1-D ichloroethvlene	

0.169/0.264
it

IV
n
1.2-tr ans-D ichloroethlvener
0.222/0.570
n

n
it
2.4 Dichloroohenol

0.412/1.183
it

it
n
1.2-Dichloroprooane

1.616/2.430
n

it
11
1.3-DichloroDroovlene

0.306/0.465
n

n
n
2.4-D imethvlDhenol

0.190/0.380
it

vt
it
2.6 Dinitotoluene

2.694/6.772
it

it
11
Ethvlbenzene

0.338/1.141
vt

tt
tt
Flouroanthene

0.264/0.718
it

it
n
R i q 12-T.hl nro i nonronvl) ether i
3.180/7.998
n

n
it
Methylene Chloride

0.423/0.940
it

it
tt
Methvl Chloride

0.909/2.007
it

n
it
Hexachlorobutad iene

0.211/0.518
n

it
11
Nanthalf»ne

0.232/0.623
n

tt
it
Nitrobenzene

0.285/0.718
vt

ii
n
2-NitroDhenol

0.433/0.729
91

it
11
4-Nitroohenol

0.761/1.310
n

n
it
2.4-DinitroDhenol

0.7SO/1.299
n

it
it
4.6-Din itro-o-cresol

0.824/2.926
11

VI
tt
Phenol 	

0.158/0.275
11

it
n
Ri s (2-othvl hevvDnhthalate!
1.088/2.948
11

tt
tt
Di-n-butvl Dhthalate

0.285/0.602
«•

it
M
Diethlv Dhthalate

0.856/2.145
VI

it
N
Dimethyl phthf4late

0.201/0.497
11

n
It
Benzo ( a) anthrazene

0.232/0.623
it
(0.00547 ma/1 max)
n
It
Rf»n7.0(a) Dvrene

0.246/0.644
it
(0.00547 ma/1 max)
it
It
3.4-Benzoflouroanthene

0.246/0.644
it
(0.00547 ma/1 max)
vt
It
Benzo(k)flouroanthene

0.232/0.623
n
(0.00547 ma/1 max)
vt
II
Chrvsene

0.232/0.623
it
(0.00547 ma/1 max)
VI
R
Acenanhthvlene

0.232/0.623
it

vt
It
Anthracene

0.232/0.623
it
(0.00547 ma/1 max)
It
VI
Flonrene

0.232/0.623
VI
(0.00547 ma/1 max)
It
VI


0.232/0.623
N
(0.00547 ma/1 max)
VI
VI
Pvrpnp

0.264/0.708
it
(0.00547 ma/1 max)
VI
II
1 Trans rHrhlnrnothvlene!
0.222/0.570
VI

It
It
Totrarhloroethvlene

0.232/1.592
n

VI
It
Toluene

0.275/0.845
it

n
It
2.4 Dinitrotoluene

1.194/3.011
n
(0.215 ma/1 max)
VI
It
Tr ichloroethvlene

0.222/0.570
it

N
It


1.099/2.831
n

1/w
VI
Chromium, Total

11.727/29.264 "
(1.492 ma/1 max)
l/a24hrComn
Comer > Tot?"'

15.319/35.709 "
(0.269 ma/1 max)
VI
VI
Cvani
-------
KY0003603: Pennwalt Corporation, in Calvert City, produces 88 tons/d of hydrofluoric
acid, 30,000 lbs/6 of polyvinylidene fluoride, 55,000 lbs/d of vinylidene fluoride,
468,000 lbs/d of hydrochloric acid (31,350 lbs/d neutralized and discharged), and
640,000 lbs/d of chlorofluorocarbons (SIC 2819, 2821, 2869). This facility is in the
Organic Chemicals Plastics, ail£ 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 blowdown, 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. Outfalls 006 discharges into an
unnamed tributary OL the. Tennessee River. 007 into an unnamed tributary q£ Cypress
Creek, and the remaining outfalls empty directly into the Tennessee River. Treatment
consists of neutralization with lime, clarification in the settling laaoon. and final
Efi adjustment. Effluent limitations for hardness, bromoform, chlorodibromomethane,
2-chloroethylvinyl 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 BCT based on 40 CFR 414.71 and &AT
based on 414.101. Limitations for 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 EEil and BCT 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:
Expiration Date:
November 1, 1988
October 31, 1993
Abstract Date:
Final Permit
November 10, 1988
EFFLUENT LIMITS (FINAL)
KY0003603: Pennwalt Corporation (Page 1 of 3)
•


Flow i 001
monitor only
rontinuous
Hardness .
n
1/w arab
Bromoform**
n
1/c
Chlorodibromomethane** :
n
n ff
2-Chloroethvlvinvl Ether**
n
n ft
Dichlorobromomethane** :
n
n n
Trichlorofluoromethane**:
H
n vi
Selenium. Total Recoverable**
n
n CCHTfJ
Temperature •
95/100 F
1 fa grab
Acute Toxicity Units** :
/1.67 TUa I > 50% survival in_
(1) 	
BQQ5.
i 258/631	lbs/d
»]/y comp
TSS
;1302/3124
Fluoride (Totall
Acenaohthene**
i854/1753
i0.141/0.349
LlZg—s£&	
Acrvlonitrile**
:0.698/1.722
Benzene**
?Qt423/0,995
Carbon Tetrachloride**
Chlorobenzene**
tl.054/2.R21
: 1.054/2.821
(net limits)
il/w
il/q.
1.2* 4-Tr ichloroben zene* *
1i2-Pichloroethane** _
1.1.l-Trichloroethane**
si.455/5.894
;1.336/4.261
;Q.163/Q.438
(net limits)

(net limits?
Hexachloroethane**		
* Monthly Average/Daily Maximum	—————rrrr-
~* Limitations and monitoring not effective until March 31, 1989*
;l/w
sl /
-------
EFFLUENT LIMITS (FINAL)
KY0003603: Pennwalt Corporation (Page 2 of 3)
Pollutants	(Xitfall	Ava./Max. Limits*and Units	Monitoring
1.1-Dichloroethane**
001
0.163/0.438
lbs/d

tl
n
1.1.2-Tr ichloroethane* *

0.238/0.943
tl


tt
n
Chloroethane**

0.817/2.190
tt


tt
tt
Chloroform**

0.824/2.413
tl
(net limits)

1/w
it
1.2-Dichlorobenzene**

1.455/5.894
VI


1/a
it
1.3-Dichlorobenzene**

1.054/2.821
11


It
tt
1.4-Dichlorobenzene**

1.054/2.821
It


n
ti
1,1-Dichloroethvlene**

0.163/0.445
n


n
n
1.2-trans-Dichloroethvlene**	
0.186/0.490
it


tt
ti
1.2-DichlorooroDane**

1.455/5.894
n


1/a
. qrab
1.3-DichloroDroDvlene**

1.455/5.894
n


n
n
2.4-Dimethvlphenol**

0.141/0.349
n


n
n
Ethvlbenzene**

1.054/2.821
n


ti
tt
Fluoranthene**

0.163/0.401
n


n
ti
Bis(2-ChloroisooroDvl) Ether**	
1.455/5.894
n


it
n
Methylene Chloride**

0.267/1.262
ti


n
vt
Methvl Chloride

0.817/2.190
n


n
tt
Hexachlorobutadiene**

1.054/2.821
ti


n
n
Nanht-hal ene**

0.141/0.349
ti


n
n
Nitrobenzene**

lfi.607/47.527
n


n
vt
2-NitroDhenol**

0.483/1.715
n


n
n
4-N i t rODhenol**

1.203/4.232
ft


rt
IV
2.4-DinitroDhenol**

ft.960/31.187
ti


n
n
4.6-Dinitro-o-Cresol**

n.579/2.056
ti


n
ti
Phenol**

0.141/0.349
n


it
it
Bis-(2-Ethvlhexvl) Phthalate**	
0.705/1.915
ti


n
vt
Di-n-Butvl Phthalate**

0.148/0.319
it


VI
vt
Diethvl Phthalate**

0.341/0.839
n


VI
n
Dimethvl Phthalate**

0.141/0.349
it


n
tt
Arenanhthvl ene**

0.141/0.349
ti


vt
it
Tetrachloroethvlene**

0.386/1.217
n


n
it
Toluene**

0.208/0.549
tl


II
ti
Trichloroethvlene**

0.193/0.512
n


n
it
Vinvl Chloride**

0.720/1.277
n


n
vt
Chromium (Total)**

8.240/20.564
n


" 24-hr con^p
Lead (Total) **

2.376/5.122
n


" 24-hr coma
Nickel (Total)**

13.602/33.066
it
(net limits)

1/w
VI
Zinc (Total)**

11.667/32.048
vt
(net limits)

VI
VI
Hexachlorobenzene**

1.455/5.894
VI
(0.00037 nn/l ***)
1/q
arab
Benzo (a) Anthrazene**

0.141/0.349
n
(0.00142 "
***)
ti
VI
Ren70 (a) Pvrene**

0.148/0.356
n
(0.00142 "
***)
it
n
3.4-Benzofluoranthene**

0.148/0.356
vv
(0.00142 "
***)
n
tt
(k) Fluoranthene**

0.141/0.349
ti
(0.00142 "
***)
it
n
Chrvsene**

0.141/0.349
tt
(0.00142 "
***)
tt
it
Anthracene**

0.141/0.349
tt
(0.00142 "
***)
vv
n
F1nnrene**

0.141/0.349
n
(0.00142 "
***)
n
n
Pheriarithrene**

0.141/0.349
ii
(0.00142 "
***)
VI
n
Pvrene**

0.148/0.356
n
(0.00142 "
***)
vv
n
Copper (Total)**	

11.121/25.092
n
(0.140
***\
" 24-hr coup
Cvanide (Total)**

3.118/8.908
n
(0.171
***)
It tv
pH	___j

6.0 - Q.O
l/w_
arab
~~Limitations and roonit<
srina not effective until March 31, 	
***Daily Max.

-------
EFFLUENT LIMITS (FINAL)
KY0003603: Pennwalt Corporation (Page 3 of 3)
Pollutants	Outfall Ava./Max. Limits*and Units
Monitoring
Flow
002,005,00$
007 monitor only
1/g instant.
ISS_
Oil and Grease
arab
EH_
FlOW
003,Q04
monitor only
l/g instant.
XSS_
grab
Oil and Grease
Fluoride (Total)
Nickel (Total Recoverable)
ZiDQ	"	
EEL
~limitations and monitorino not effective until March 31, 1989.
***Dailv Max.	

-------
KY0003701: The £AF Chemicals Corporation in Calvert City, is in the Organic Chemicals
Manufacturing Category (40 CFR 414) and produces acetylene-based polyvinyl 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 ail skimmer, sedimentation basin, equaliZfltiPn basin*, activate sludge, aeration
basin, 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 Creek. The permit limitations are based on BP J. BCT. and gAT effluent
quideUneS/ a™3 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 Ceriodaphn^
a 48-hour static toxicity screening test with fathead minnow (Pimephales promeJas) 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 (TOE) 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 Pest Management Elan*
Effective Date: November 1, 1988	Final Permit
Expiration Date: October 31, 1993	Abstract Date: May 12, 1989
EFFLUENT LIMITS (FINAL)
KY0003701: GAF Chemicals Corproration (Page 1 of 2)
Pollutants	Outfall Avg./Max. limits and Units	Monitor inn




Flow(MGD)
001

.^Recorder Corn-.
Teirperature

95F Ava./IOOF Max.
1/w
Grab
pH

6.0 - 9.0 S.U.
n
ft
TSS

650/1110 lb/d until March 31. 19R9
ii
24hrf!r»im~»
BCD 5

1152/1912 "
n
n
n
TSS

765/2430 "
after March 31. 3 9R9
n
VI
BCD 5

608/1602 "
n
n
«i
Hardness (ma/1 as CaC03)

Report
n
Grab
Ammonia (as N)

n
n
Grah
Acute Toxicitv Units

4*75 TVa
:l/m for lvr
. then ]/q
Oil & Grease

(10 / 15 nc/1)
l/w
Grab
Formaldehyde

Report
n
tl
AcenaDhthene

0.289/0.775 lb/d
1/q
n
Acrvlonitr ile

1.252/3.181
VI
n
n
Benzene

0.485/1•787
n
l/w
n
Carbon Tetrachloride

0,237/0/499
VI
1/a
n
Chlorobenzene

0.197/0.358
n
R
n
1.2.4-Trichlorobenzene

0.894/1.840
n
VI
n
1.2-Dich.loroe thane

0.894/2.773
it
n
VI
1.1.1-Trichloroethane

0.267/0.710
it
1/a
n
Hexachloroethane

0.276/0.710
n
n
n
1.1-Dichloroethane

VA&vV.™
VI
IV
H	
1.1.2-Tr ichloroethane

0.276/0.710
19
VI
VI
Chloroethane

1.367/3.522
n
n
n
Chloroform

0.276/0.605
n
VI
n
2-Chlor ophenol

0.407/1.288
«i
*•
« •

-------
EFFLUENT LIMITS (FINAL)
KY0003701: GAF Chemicals Corporation (Page 2 of 2)
Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
a.icnxorooenzene
1.3-D ichlor oben zene
uux :±.u iz/z.mz
:0.407/0.578
n/a
VI


• n
n
1.4-Dichlorobenzene
:0.197/0.368
n


• n
ii
l.l-O ichloroethvlene
:0.210/0.329
91


vv
n
2.4 DichlorODhenol
:0.513/1.472
n


• n
n
1.2-OichloroDropane
:2.011/3.023
ti


• n
n
1.3-D ichlor©propylene
:0.381/0.578
n


• N
n
2.4-D imethvlphenol
:0.237/0.473
n


• n
if
2.6HDinitrotoluene
:3.352/8.425
n


n
n
Ethvlbenzene
:0.421/1.419
n


• «
n
Fluoroanthene
s0.329/0.894
n


vv
it
Bis(2-ChloroisoDroDvl)ether: :3.956/9.950
n


i*
n
Methylene Chloride
:0.526/1.170
n


• n
it
Methvl Chloride
il.l30/2.497
ti


• n
it
Hexachlorobutad iene
:0.263/0.644
n


• n
n
Naothalene
:0.289/0.775
n


• n
n
Nitrobenzene
:0.335/0.894
n


n
n
2-Nitrophenol
:0.539/0.907
n


• n
it
4-Nitrophenol
s0.946/1.630
if


• w
it
2.4-DinitrODhenol
:0.933/1.617
n


• "
it
4.6-Dinitro-o-cresol
:1.025/3.641
19


• n
it
Phenol
:0.197/0.342
VI


• n
it
Bis(2-ethvlhexvl)Dhthalatei •!.354/3.667
91


• VI
it
Di-n-butyl Dhthalate
tO.335/0.749
fl


• n
it
Diethlv phthalate
si.065/2.668
II


• n
it
Dimethvl Dhthalate
:0.250/0.618
II


• n
n
Acenaphthvlene
sO.289/0.775
«t


• w
n
Tetr achlor oethvlene
!0.289/0.736
If


• w
it
Toluene
t-.342/1.051
n


• n
ft
Tr ichloroethvlene
:0.276/0.710
N


• 91
ft
Vinvl Chloride
L :1.367/3.522
vv


• w
VI
Nickel. Total
r22.212/52.311 lb/d


»l/w24hrCarnp
Hexachlorobenzene
:0.197/0.36R
n
(0.0011 ma/1 max)
?l/q
Grab
2.4-D in i trotoluene
i1.485/3.746
vv
ro.161
n \
• n
fl
Benzo(a)anthrazene
:0.248/0.775
n
(0.0041
it \
• n
ft
Benzo(a)Dvrene
t0.302/0.802
n
(0.0041
n \
m
IV
3.4 Benzofouroranthene
s0.302/0.802
n
(0.0041
n \
n
N
Benzo(k)fluoroanthene
:0.289/0.775
VI
(0.0041
IV \
• "
II
Chrvsene
:0.289/0.775
n
(0.0041
vv \
• N
ft
Anthracene
sO.289/0.775
«
(0.0041
" )
• 11
n
Fluorene
S0.289/0.775
n
(0.0041
99 )
• 11
IV
Phenanthrene
S0.2R9/0.775
VI
(0.0041
H \
• n
it
Pvrene
i0.329/0.Rfll
n
(0.0041
n \
• m
IV
1.2-Trans-Dichloroethvlene • 0.276/0.710
n


n
N
Chromium. Total
s il4.5R9/36.407 "
(1.329
ma/l max)
. " 24hrComD
Cocoer. Total
:	sl9.058/44.425 lb/d


tl/w
N
Cvanide. Total
s 15.520/15.772
N


il/a_
Grab
Lead. Total
s !4.206/9.069
n


• " 24hrComo
Zinc. Total
: :13.801/34.304 "


. "
n
Flow(MCD)
! 002-Q08 sPeoort



il/a
Grab
TSS




. "
n

Oil and Grease

-------
KY0003778: National Standard Company, located in Corbin, 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 CFR 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 sanitary
wastewater, and nanoantact cooling water. The process waste is treated by pH
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 chlorinatian before it is combined with the noncantact 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 standards; copper, silver, zinc - EPA Ambient Water
Quality Criteria which are more stringent than effluent guidelines; and lead, nickel,
cyanide, and TTO - BAT 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 for
biomonitoring or a BMP Plan included in the permit.
Effective Date: October 24, 1984	Final Permit
Expiration Date: October 23, 1989	Abstract Date: March 5, 1985
EFFLUENT LIMITS (FINAL)
KY0003778: National Standard Canpany
Pollutants	Outfall Avq./Max. Limits and Units




Flew
001
report
1/m
instant
Cyanide, Total

—/2.0 lb/d
—/1.2
mq/1
1/q
grab
Silver*, "

—/0.12
—/0.073
H
1/m
coup
Nickel, "

—/6.64
—/3.98
II
ii it
Cadmium*, "

—/0.033
—/0.02
II
•I li
Copper*,

—/0.225
—/0.135
It
M tt
Zinc*,

—/2.79
—/1.67
II
»i it
Lead, "

—/1.15
—/0.69
(I
it ii
Chrcmium*, "

:—/0.275
—/0.165
II '
H it
TTO

—/3.55
—/2.13
II
1/q
it
pH

6.0 - 9.0
1/m
grab
Flew
001A
report
2/m
instant
BOD (5 day)


30/45
mq/1
it
qrab
TSS


30/45
ii
II
li
Fecal Coliform

200/400 per 100 ml
ii
tt
PH

6.0 - 9.0
1/m




at USGS gauging station Lynn Camp Creek)] do not exceed the following levels (mq/1);
Aq - 0.044; Cd - 0.012; Cu - 0.082; Zn - 1.015; Cr - 0.1; there is no violation of	
limits. However, concentrations my never exceed those given in 40 CFR 433.14.

-------
KY0003786: USM Corporation, Rivet Division, located in Hppkinsville, Kentucky, is a
manufacturer of tools and rivets (SIC 3452). The facility is in the Metal Finishing
Category (40 CFR 433) and has a single discharge from Outfall 001 to an unnamed
tributary of the South Pork of Little River. This discharge consists of cooling
water, stormwater runoff, and treated effluent containing small amounts of heavy
metals. Treatment techniques are not 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 an 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 far biomanitaring
or a BMP Plan included in the permit.
Effective Dates October 27, 1984	Final Permit
Expiration Date: October 26, 1989	Abstract Date: May 29, 1985
EFFLUENT LIMITS (FINAL)
KY0003786: USM Corporation, Rivet Division
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: :

Flew
: 001
:report
continuous
TSS
:
:30/45 mq/1
1/m
ccmp
Oil and Grease
:
:10/15 "

II
qrab
Copper, Total
:
/0.022 " * :
It
ccmp
Lead, "
•
•
:—/0.17 " *

M
H
Zinc "
•
•
:—/0.32 " *

tl
II
Iron "
:
:—/1.0 " *

H
II
Aluminum
:
:—/0.015 :
It
«
PH
j
:6.0 0 9.0 :
II
grab

•
•
: :



:
: :



•
•
: :



:
: :



:
: :



:
: :



•
•
: :


: : :

:
:




:
: :



j
:
ft
ft



•
•
:
:



:
•
:



:
:
•
•


~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 arxi Synthetics Category (40 CFR 415). The facility
produces ethanol for gaschol (SIC 2869) from yeast fermented corn, and manufactures
distillers dried grain solubles (SIC 2085) by steam evaporation of fermented corn.
Combined process, sanitary, and nonoantact cooling water (0.11 mgd) from Outfall 001,
and raw water filter backwash and storxnwater 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. Hie 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
in 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 HPJ 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 OCX) level occurrence. There is no
requirement for biomonitoring or a BMP Plan included in the permit.
Effective Date: October 13, 1984	Final Permit
Expiration Date: October 12, 1989	Abstract Date: February 27, 1985
EFFLUENT LIMITS (FINAL)
KY0064645: Kentucky Agricultural Energy Corporation
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring




Flow
001
report
continuous
Stream Temperature Rise*

to
00
O
1/w grab
TSS

30/45 mo/l
" 24 hr ccmo
BOD-5

27.44/41.16 lb/d 30/45 ncr/1
ll II
NH3-N (May 1 - Oct. 31)

5.49/8.23 " 6/9
M 11
NH3-N (Nov. 1 - Apr. 30)

9.14/13.72 " 10/15
n it
Total Dissolved Oxygen

6/— mg/1
grab
COD

report
1/d 24 hr camp
PH

6.0 - 9.0
l/m grab
Flew
002
report
1/d
TSS

30/60 no/1
1/m 24 hr ocmp





















t

~Samples collected at nearest point upstream and downstream of discharge.

-------
KYO073237s The Armoo 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 CER 433). Outfall 001 consists of 32.5
gpm of process wastewater, stormwater runoff, and nonoontact cooling water discharged
to the Town Branch. Treatment prior to discharge consists of aeration,
neutralization, precipitation, and clarification. Sludge is thickened, dewatered, and
disposed of in a landfill. The effluent limitations are based primarily on water
quality standards. 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 biomanitorinq 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: July 17, 1985	Final Permit
Expiration Date: July 16, 1990	Abstract Date: January 16, 1986
EFFLUENT LIMITS (FINAL)
KYO073237: Armco Construction (Products Division)
Pollutants	Outfall Avq./Max. Limits*and Unita
Monitoring
:
:

:
Flew s 001
tmonitor

:l/w instant
Oil and Grease :
:26/52
mg/1
:2/m grab
TSS :
:31/60
ti
: " 24 hr ccmp
Cadmium (Total Recoverable)
:-/.012
it
» ii "
•
Chromium " " :
1-/0.1
ii
« n
Copper " " :
:2.07/3.38
M
• H »
Lead H M :
:0.43/0.69
II
2 ii
Nickel " " :
:2.38/3.98
M
•	it M
•
Silver " " »
:0.24/0.43
II
#	ii *•
•
Zinc " " t
:1.48/2.61
tl
2 M tl
Cyanide (Total) :
:0.65/1.20
•1
: " grab
Total Toxic Qruanics** :
:-/2.13
II
:l/g 24 hr cone
Iron (Total Recoverable):
:-/3.5
II
:2/m
Upstream Flow*** j
:monitor

: " instant
Upstream Iron*** :
2 II

s " grab
PH :
:6.0-9.0

j M ••
**Manitorinq limited to those toxic orqanics 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, 011, 012A, 014, 017, 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 Secondary drinking water standard5/ 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	Final Permit
Expiration Date: October 15, 1989	Abstract Date: March 28, 1989
EFFLUENT LIMITS (FINAL)
LA0000060: Avondale Shipyards - Main Yard (Page 1 of 2)
Pollutants	Outfall	Ayg,/MaX, Limits* an<3 Units	Monitoring
Flow	012.015.022.033.041.043.044.045.046	PPPttQC ?nly	:l/w estimate
C£Q	;	:--/100	m/1	:l/w grab **
Oil and Grease	;	;—/15	!!	L_!!	 **
EH	;	:6.0 - 9.0	L_!!	" **
Flow	002.007.032 monitor only	:l/w estimal-P
TSS	i	; 3Q/45	no/l	; " grab
EH	;	;$t0 - 9,0	: "
Flow	;004,016 ;tnpnit9r ffllY	l/discharoe-estimal-o
Temperature	;	;	1	"	grab
E0	I	:6.0 - 9.0	Z	"
Flow	010.011.012A.Q14.Or7.019.042A monitor only	:l/d estimate
BCD	: 010	;7t5/Ut25	2M3	: 1/w comp
TSS	;	:7.5/11.25 	: "
Fecal Coliform	;	;2QQ/4QQ—tt/XOO ffO-	1_J!	grab
	i	;$.Q - 9,0	iJL	"
SCD	-• 011	;3.75/5t63—lb/<3		comp
2SS	;	;3>75/5,63	!	lJ!	"
Fecal Coliform	j	;?QQ/4QQ #/10Q ml	L_H	grab
	i	:6.0 ~ 9.0	L_!	"
BSC	; 012A :12.51/18.76	IbZti	L_!!	comp
2SS	:	;12.51/18,7$	!!	^	!	
Fecal Coliform	5	: 200/400 #/100 ml	L_!	grab
pH 	;	:6.0 - 9.0	l_!	"
*Dailv average/dailv maximum					
**Should a sample be out of limits, daily sampling must be done until in compliance.

-------
EFFLUENT LIMITS (FINAL)
LA0000060: Avondale Shipyards - Main Yard (Page 2 of 2)
Pollutants	Outfall	Ava./taax. Limits* and Units	MpnitPring
BCD
014
11.5/17.3 lb/d
1/w
como
TSS

11.5/17.3
VI
it
Fecal Coliform

200/400 #/100 ml
VI
arab
dH

6.0 - 9.0
It
It
BCD
017
11.26/16.88 lb/d
II
COmo
TSS

11.26/16.88
n
VI
Fecal Coliform

200/400 #/100 ml
VI
arab
dH

6.0 - 9.0
it
VI
BCD
019
6.25/9.38 lb/d
it
coma
TSS

6.25/9.38
vt
It
Fecal Coliform

200/400 #/100 ml
it
arab
dH

6.0 - 9.0
VI
11
BCD
042A
13.76/20.64 lb/d
it
como
TSS

13.76/20.64 "
VI
It
Fecal Coliform

200/400 #/100 ml
It
arab
dH

6.0 - 9.0 	
VI
It
Flow 026.027.028 monitor onlv
2/m calculate
CCD

—/100 ma/1
2/m
coino
Lead (Total)

report

it
Chromium "

n
n
n
Coooer "

ft
VI
it
Tin "

n
VI
it
Cadmium "

n
VI
n
Zinc "

—/5 ma/1
2/m
n
Oil and Grease

—/15 "
it
arab
dH

6.0 - 9.0
it
It
Flow
051.054
monitor onlv
estimate
BCD

0.50/0.75 lb/d
1/w
como
TSS

0.50/0.75 "
VI
n
Fecal Coliform

200/400 #/100 ml
It
it
dH

6.0 - 9.0
It
arab
Flow
052.053
monitor onlv
1M estimate __
BCD

1.0/1.5 lb/d
1/w.
como
TSS

1.0/1.5
n
n
Fecal Coliform

200/400 #/100 ml
It
It
dH

6.0 - 9.0
n
arab
Flow
055
monitor onlv
1M estimate.
BCD

6.25/9.38 lb/d
1/W-
como
TSS

6.25/9.38 "
Vt
Vt
F«-*al Coliform

200/400 i/100 ml
It
Vt
DH

6.0 - 9.0 	_
It
arab
*Paily average/daily maxiinum

-------
IA0000761: PP£ Industries> Ing» Lake Charles, is in the Inorganic Chemicals Category
(40 CFR 415) and the Organic Chemicals. Plastics# ao£ Synthetic Eib££. 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 Bavou D'Inde via Outfall 001.
Bavou Verdine 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 Imhoff Method
of anaerobic digestion, rapid sand filtration, settling basins. gH 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 static acute
toxicity tests, using either Daphnia SE*. or MYSidQPSiS SEt 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	Final Permit
Expiration Date: December 31, 1991	Abstract Date: May 30, 1989
EFFLUENT LIMITS (FINAL)
LA0000761: PPG Industries, Inc. (Page 1 of 2)
Pollutants	Outfall Avg,/toaXf*LjjnitS and Vhits	Monitoring
Flow
001
monitor onlv
continuous
Temperature

It
It
pH

6.0 - 9.0
II
Flow
101
monitor onlv
II
TSS

1431/3021 lb/d
3/w 24-hr comp
Total Residual Chlorine

18.2/30.1
" grab
Copper (Total)

9.8/23.9
" 24-hr coup
Mercury "

0.13/0.30
it n
Nickel "

7.4/19.3
it n
Flow
201
monitor onlv
continuous
BCD5

774/1298 lb/d
1/w 24-hr conp
TSS

4270/11.465 "
3/w
Tnt-ai Residual Chlorine

22.9/37.7 "
" arab
Cooper (Total)

18.2/49.3 "
" 24-hr conp




~Daily average/dailv maximum.

-------
EFFLUENT LIMITS (FINAL)
IA0000761: PPG Industries, Inc. (Page 2 of 2)
Pollutants	Outfall Avg./ttax. "Limits and Units
Monitoring
Nickel (Totall
J2GL
10.2/26.8
3/w 24-hr comp
Total Chlorinated Hydrocarbons
Carbon Tetrachloride
58/198
monitor only
Chloroethan?
Chloroform
1' 1~Pichloroethanp
1 r 2-P ich lor oe than p
1.1-Dichloroethenp
Trans 1.2-Dich1pCpethenf>;
Methylene Chloride
Te tr achlor oethene
lil. 1-Tr ichiot ethane
1.1.2-Tr ichloropthanp
TrichlornPt-^nft
Vinvl Chi or
Flow 	
JQ1.
Total Chlorinated Hydrocarbons
Flow	s 401
1/d instant.
grab
Total Chlorinated Hydrocarbons
	
fiH_
002
J2&L
6.0 ~ 11.0
6.0 ~ 9.0
3/w estimate
grab
grab/discharge
2/m	grab
FJ.QW
eh.
004
monitor only
6.0 ~ 9.0
continuous
*Pailv average/d^;ly maximum.

-------
IA0000841: Exxon Chemicals Americas, in Baton Rouge, is in the Organic Chemicals.
Plastics, ana 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 gH 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 Daohnia sp.
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: April 8, 1986	Final Permit
Expiration Date: April 7, 1991	Abstract Date: May 30, 1989
EFFLUENT LIMITS (FINAL)
LA0000841: Exxon Chemicals Americas
Pollutants	Outfall	Aygt^ax, limits and Units	Monitoring
Flow
001
monitor onlv
1/w instant.
BCD5

50/100 lb/d
" 24-hr conp
CCD

157/314 "
n it
TSS

60/120
«i n
Benzene

—/0.25 " (—/0.1 ma/11
l/m
Tencierature

monitor onlv
1/w arab
dH

6.0 - 9.0
VI It
Flow
002
monitor onlv
1/d estimate
Total Organic Carbon

—/55 ma/1
" grab
Oil and Grease

—/15
n n
dH

6.0 - 9.0
n n












~^ailv average/dailv maximum.

-------
IA0000868: Westvaco Corporation, in DeRidder, is in the Tall Oil Rosin. Pitch. and
Fattv AcidS Subcategory of the &im and Wood Chemicals Manufacturing Category <40 9^
454). The facility fractionates tall oil to produce tall oil fatty acids, tall oil
by-products, and tall oil rosin (SIC 2861). Rosin-based paper size, chewing gum base,
printing ink resins, arid 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. Qatfall 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 l£sl determination of the 2£T level of technology.
Quarterly 7-flav Chronic toxicity tests 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	Final Permit
Expiration Dates October 25, 1992	Abstract Dates May 30, 1989
LA0000868:
EFFLUENT LIMITS (FINAL)
Westvaco Corporation
Pollutants
Outfall
Ava.>toax.*Limits and Units
Monitoring
Flow
001
monitor onlv
continuous
BCD 5

398/662 lb/d (Nov- - March)
2/yi arab


256/481 " (Aor. - Oct.)
n «
CCD

3265/6503 " (Nov. - Marc.h)
II v*


2100/4725 " (Aor. - Oct.)
n n
TSS
93/271
n ti
Oil and Grease •
27/86 "
n «
Dissolved Oxygen : :monitor only
n "
Temoerature

n "


6.0 - 9.0
ti «
Flow
002
monitor onlv
l/w estimate
CCD

N
" grab
Oil and Grease

N
n «
OH

N
IT "
*Dailv averaqe/dailv maximum.

-------
LA0000892: 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 (ENT), nitrobenzene (NB), aniline, toluene
diamine (IDA.), diaminodiphenylmethane (DADPM), toluene diisocyanate (TDI), pure and
polymeric 4,4-diphenylmethane-diisocyanate (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 daily avg./0.81 mgd daily max./0.36 mgd daily min.) discharged to the Mississippi
River. CHly 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./0.7 2 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 uncontaminated 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 aroma tics 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. The determination of 80% survival in 100% effluent using
Daphnia sp. or Mysidopsis op. is required. If survival is <80%, replacement static
48-hour median LC50 tests are to be performed on the originally collected sample. Hie
permit contains a compliance schedule to submit by 12/30/84 a progress report on
achieving the limits on 001.
Effective Date:
Expiration Dates
October 30, 1984
October 29, 1989
Abstract Date:
Final Permit
May 12, 1986
EFFLUENT LIMITS (FINAL)
LA0000892: Rubicon Chemicals, Inc.
Pollutants
Outfall Avg./Max. Limits and Units
Flow
: 001
: report


scontinuous
BOD-5
•
•
. »
•


:l/w 24 hr oamp
TSS
•
•
:68/136 kg/d
(36.7/73.4 ma/1**)
s3/w "
COD
•
•
:417/835 "
(225/450
« **)
• « »
Total Purgeable Halocarbons****
:2.3/4.5 "
(1.2/2.4
» ~~)
: 1/w "
Total Purgeable Arcmatics ****
:2.3/4.5 "
fl.2/2.4
« ~~)
t « it
•
Total Chromium
•
•
si.0/1.9 "
fO.53/1.1
» ~*)
¦ II ii
Total Zinc
:
«— /0.9
(--/0.49
•<
• H it
TRC
:
:0.5/1.0 TO/1


: " grab
Temperature
:
:—/112 F


scontinuous
Bicmonitoring
:
s report


sl/g 24 hr canp
PH
:
:6.0-9.0


scontinuous
Flew
:002, 003: report


:l/d estimate**
TOC
•
•
:—/50 rn/1


s " orab
Oil and Grease
•
•
:—/15 "


s " " ~~
Total Purgeable Halocarbons****
s—/0.1 "


s 2/m "
Total Purgeable Arcrtetics ****
8— /0.1 "


•	M M '
•
DH
•
•
:6.0-9.0


sl/d*** " ~
Riomonitoring
: 003
: report


:l/g 24 hr coma

:
•
•


•
•
~~Equivalent concentrations based on 0.49 mgd flow but not included in permit.
***When flowing.	
~~~~EPA Method 601. 602, 624.	

-------
LA0000914: The Copolymer Bubbei. & 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 CFR 428). All discharges are to the Monte Sono Bayou, 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 ail
flout ion, 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 BCD5 ratio developed from the
Petroleum Refining BPT guidelines. For a period of two years, the effuent from
CXjtfall 001 must undergo quarterly range-finding static acute toxicity tests, using
either Daphnia	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	Final Permit
Expiration Date: September 29, 1991	Abstract Date: June 1, 1989
EFFLUENT LIMITS (FINAL)
LA0000914: Copolymer Rubber & Chemical Corp.
Pollutants	Outfall Avg./Max.»Limits and Units	Monitoring




Flow
001
monitor onlv
continuous
CCD

6628/9942 lb/d
Vw 24-hr comD
BCD 5

526/789 "
it «
TSS

1000/1500 "
n h
Oil and Grease

210/316
" grab
Temperature

—/97 F
Continuous
dH

6.0 - 9-0
n
Flow 010.014-015.020 morn for onlv
}/w estimate
CCD
!—/100 mn/1
" grab
Oil and Grease
!— /IS "
If "
dH
ffi.n - Q.n
¦1 "
















~Daily average/daily maximim.

-------
LA0002771: E.I, du Pont de Nemours 4 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) and 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 HPT and State water quality standards. For two years, the effluent
from internal outfall 002 must undergo quarterly range-finding static acute toxicity
tests, using either Daphnia sp. or Mvsidopsis 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.
Effective Date: September 30, 1986	Final Permit
Expiration Date: September 29, 1991	Abstract Date: May 31, 1989
EFFLUENT LIMITS (FINAL)
LA0002771: E.I. du Pont de Nemours & Corrpany
Pollutants	CXitfall ftvg./frax.*frifflitS and Units	Monitoring
Flow	 : 001	;pK>nitQP PnJ-Y	.'continuous
Temperature	s	:	-	s	_	
EH		;	:6.0 - 9.0	:
Flow	_J	QQ2	;jTiQrut
-------
LA0003115: The BE Oil Company's Alliance Refinery, located in Belle Chasse, operates
a petroleum refinery (SIC 2911) producing over 50,000 bbl/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 EPT effluent
guidelines, State Water Qialitx Criteria, and GEE 122. Quarterly 7-dav 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 biomonitoring 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 Date: July 18, 1988	Final Permit
Expiration Date: July 17, 1993	Abstract Date: April 13, 1989
EFFLUENT LIMITS (FINAL)
LA0003115: BP Oil Company
Pollutants	CXjtfall Avo./Max. Limits and Units	Monitoring
•
rtyj tt miw t hh
•
Flow
•
001
retxirt

•l/w total flow
Biomonitorina
•
•

«l

• 1/a 24-hr comD
dH
•

6.0 - 9.0

•rnntinuous
Flow
•
101
monitor only

•continuous
BCD 5
•

1591/2866 lb/d
• Vw 24-hr comD
TSS
•

1273/1996
n
# fl •»
CCD
•

11.167/21.526
n
# w n
Oil and Grease
•

464/868
n
• 2/w grab
Phenolic Camoounds
•

10.6/21.1
n
,1/w
Ammonia
•

854/1880
n
• 2/w 24-hr como
Sulfide
•

8.3/18.5
n
•3/w arab
Total Chromium
•

12.6/35.8
n
• 1/w 24-hr comD
Hexavalent Chromium
•

0.99/2.2
n
t n »
Flow
•
201
monitor onlv

iinstantaneous
Total Organic Carbon
5.0/— ma/1

•l/w 24-hr comD
Flow
•
301
monitor onlv

si/d estimate
Oil and Grease
•

—/IS ma/1

• l/w grab *
Total Organic Carbon
•

—/50

. » " *
Flow
•
401
monitor onlv

,1/w estimate
TSS
•

19

• " arab

;

II

. fl «
Alkalinity
•

n

, n "
Clarifying Aaents Used
•

n

•1/m calculate
•
•
*When discharging. If rainfall exceeds three inches in a 24-hr period. sampling
frequency must be increased to 1/day.	__			

-------
LA0003191: The Louisiana Power 4 Light Company operates the Little Gypsy Power Plant
(SIC 4911) near Montz (immediately west of New Orleans) which is in the Steam Electr
Power Generating Category (40 CFR 423). There are two outfalls (001 and 01A) 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 - 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, chemioal precipitation, coagulation, multimedia
filtration, gravity thickening, and vacuum filtration* Effluent limitations are based
on water quality standarfls»
Effective Date: April 8, 1986	Final Permit
Expiration Date: April 7, 1991	Abstract Date: June 1, 1989
EFFLUENT LIMITS (FINAL)
LA0003191: Louisiana Power & Light Company
Pollutants	Outfall Avg./Max."Limits and Pnits	Monitoring
Flow
001
936/936 MOD
»
continuous
Temoerature

112.7/116 F
ft
Total Residual Chlorine

—/130 lb/d (— /0.2 ma/1)
1/w grab
Flow
01A
monitor onlv
" estimate
TSS

It
" grab
Clarifying Agents Used

n
1/m record
Flow
003
monitor onlv
1/d estimate
TSS

108/— lb/d (30/100 ma/1)
1/w grab
Oil and Grease

54/- ¦ (15/20 " )
vi ft
dH

6.0 - 9.0
n ti
Flow
004
monitor onlv
l/d estimate
TSS

30/100 ma/1
1/w grab
Oil and Grease

15/20
ft ft
Flow
04A
monitor onlv
l/d estimate
Iron (Total)

1.0/1.0 ma/1
1/w grab
Cooper "

1.0/1.0
ft ft








Free Available Chlorine and Total Residual Chlorine mav not be discharged from anv
unit for more than 2 hrs/dav and only one unit mav discharge at anv one time.	
~Daily average/daily maximum.

-------
LA0003280: 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 of air. 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
stabilisation pond, flout ion, 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 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 16, 1986	Final Permit
Expiration Date: September 15, 1991	Abstract Date: May 31, 1989
EFFLUENT LIMITS (FINAL)
LA0003280: Air Products and Chemicals, Inc.
Pollutants	Outfall Avq./foax, limits arx3 Vnits
Monitoring
Flow	
Temper afair
m.
monitor op1,Y
continuous
ft
cal
TSS.
mzm	
115/268
3/w 24-hr comp
II	tl
Oil and
Ammonia	
38/91,
215/151
grab
24-hr conp
Zinc (Tota|)
3.7/7.a.
E&_
6.Q - 9,0.
continuous
~Daily averag^/rt^y may inning

-------
LA0003441: Melamine Chemicals, Inc., of Danaldsonville, Louisiana, manufactures
melamine crystals from urea (SIC 2821) in the Organic Chemicals, Plastics and
Synthetic Fibers Category (40 CFR 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*=y> i mentation and neutralization; in addition, treatment of process
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/BAT levels as per BPJ. Biomonitorinq 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 LC50 on the originally collected sample. The permit
does not include a BMP plan.
Effective Date: June 26, 1984	Final Permit
Expiration Date: June 25, 1989	Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
IAD003441: Melamine Chemicals, Inc.
Pollutants	Outfall Avg. /Max. *Limits and Units

: :
Flex/
001 :report
continuous
TSS

150/300 kg/d (388/766 mg/1**)
3/w 24 hr ootid
Ammonia Nitroqen

556/1111 " (1440/2880 " **)
H ||
Organic Nitroqen

633/1265 " (1640/3280 " **\
ti it
Oil and Grease

9.5/19 " (25/50 " **\
grab
Bicmnitorinq

report
1/q 24 hr camp
Temperature


continuous
PH
:6.0-9.0















:


:





:


:

: 	:	:
:











:


•
•


•
•

~Daily average/daily maximum.
**Bguivalent 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. Synthetic Fiber category (40 CFR 414) and discharges
through two outfalls to the Calcasieu River. Outfall 001 discharges 1.4 mg<3 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, chiorination. dechlorination, ian 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 SB*, or Mvsidopsis SEt depend ing on the salinity of the effluent. If at
any time, survived 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	Final Permit
Expiration Date: May 30, 1991	Abstract Date: May 31, 1989
EFFLUENT LIMITS (FINAL)
LA0003689: HIMONT USA, Inc.
Pollutants	Outfall Ava./Max.*Liniits and Units	Monitoring
Flow
1
001
monitor onlv
continuous
Temperature


ft
BCD5

260/580 lb/d
3/w 24-hr coiro
CCD

750/1500 "
II It
TSS

426/852 "
n qrfih
Ammonia

15/20
l/w 24-hr camD
bH

6.0 - 9.0
continuous
Flow
002
monitor onlv
ft
TOC

—/50 ma/1
3/w arab
Oil and Grease

—/15
n »
bH

6.0 - 9.0
1M








*Dailv averaqe/dailv maximum.

-------
IA0003824: The Firestone Synthetic Rubber 3D& 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 Bavou
D'Inde and are described as follows: 001 - 3.34 mgd of treated process wastewater,
sanitary wastewater, cooling tower blowdown, and stormwater runoff; 003 and 004
consists of stormwater runoff. Pollution abatement procedures include screening.
neutralization, an aerated laooon. 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 SB* 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	Final Permit
Expiration Date: June 13, 1991	Abstract Date: June 2, 1989
EFFLUENT LIMITS (FINAL)
LA0003824: Firestone Synthetic Rubber and Latex Company
Pollutants	Outfall Avgt/tyaXt*LiflUtS and Vnits	Monitoring
Flow
001
monitor onlv
continuous
BCD 5

294/440 lb/d
3/w 24-hr comn
CCD

1526/2289 "
ft n
TSS

477/719
n n
Oil and Grease

117/176
" grab
Ammonia

10/20 "
" 24-hr conp
Chromium (Total)

1.0/1.5
«l fl
Tenperature

95/100 F
continuous
dH

o
«
CTl
1
O
ft
Flow
003. 004
monitor onlv
2/w estimate
TOC

—/50 ma/1
" grab
Oil and Grease

—/15
It fl
dH

6.0 - 9.0
It ft




































*Dailv averaae/daily maximum.

-------
LA0003905: Louisiana Chemical Polymers, Inc./ located in Baton Rouge, Louisiana,
manufactures ABS plastic from the three monomers acxylanitrile, butadiene and styrene,
and SBR latex rubber from the two monomers butadiene and styrene (SIC 2821, 2822).
Hie 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 BCD-5 and TSS at 001 are BPJ of BPT=BCT as found
in proposed guidelines 40 CFR 416.82 (Subpart H, Acxylonitrile-Butadiene-Styrene (ABS)
and Styrene-Acrylanitrile (SAN) Resin Copolymers Subcategory) for ABS plastic and
40 CFR 428.42 (Subpart D, Latex Rubber Subcategory) for latex rubber. The rubber
contribution is based on a production rate of 32.973 m lb/y of latex rubber. Ihe
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
vising proposed BAT levels in the Development Document for Qrganics 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, Mamanitaring is not required. The permit does not include a
BMP plan.
Effective Dates October 16, 1984	Final Permit
Expiration Dates October 15, 1989	Abstract Dates June 10, 1986
EFFLUENT LIMITS (FINAL)
IA0003905: Louisiana Chemical Polymers, Inc.
Pollutants	Outfall Avg./Max. Limits* and Units
Monitoring
BOD-5 :
92/193 kg/d {16.9/35.7 no/1**)
3/w 24 hr ocmp
TSS »
150/445 " (27.7/82.3 " **)
U M
Chromium*** :
0.30/0.60 " (0.06/0.11 " **)
It II
Cyanide :
0.14/0.27 " (0.025/0.05 " **)
H «t
Ethylbenzene :
monitor
1/m grab
Temperature :
II
continuous
PH ,
6.0-9.0
M
Flew : 002
1
1
It
COD :
—/150 mg/1
3/w grab
Oil and Grease :
—/15
ti m
Chromium*** :
0.30/0.60 kg/d
" 24 hr ccmp
Temperature :
monitor
" grab
PH ,
6.0-9.5
continuous
s


:


t


:


~Daily average/daily maximum.
~~Equivalent concentrations based on 1.43 mgd flow not included in permit.
***Sum of Outfalls 001 and 002.

-------
IA0004464: Schuylkill Metals Corp., of East Baton Rouge Parish, Louisiana, operates a
secondary lead smelting facility (SIC 3341) in the Secondary Lead Subcategory of the
Nonferrous Metals Manufacturing Category (40 CFR 421, Subpart M). A single discharge
is to Bayou Baton Rouge at Outfall 001 consisting of process and sanitary wastewaters,
noncantact cooling water, and stormwater runoff. Flow is reported as 0.306 mgd in the
permittee's application. Outfall 001 flows through three settling/oxidation ponH«
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 EPT (BPJ of BCT=BPT) and for antimony, arsenic,
and zinc on BftT 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 lb/d of lead scrap, 0.554 million lb/d of lead from smelting, 0.474 million
lb/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
Daphnia 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 Dates October 1, 1984	Final Permit
Expiration Date: September 30, 1989	Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
IA0004464: Schuylkill Metals Corp.
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring
: :

Flow : 001 : report
continuous
TSS
-.10.3/21 kg/d (8.9/17.7 nw/1**}
1/w 24 hr care
Antimony
:0.38/0.85 " (0.33/0.73 " **)
3/w "
Arsenic
:0.25/0.61 " (0.22/0.53 " **)
n m
rtwH : :0.U6/0.12 " (0.05/0.12 " **)
ii it
Zinc

0.19/0.45 " (0.16/0.38 " **)
ii M
Ammonia

0.38/0.76 " (0.33/0.65 " **)
1/w "
Oil and Grease

8.73/13.1 " (7.5/11.3 " **)
ii it
Biomonitoring

report
4/y
m

7-10
1/w grab




i


•
•


:


:	 	 :
		:	:			:	
~Daily average/daily maximum.
~~Equivalent/concentrations based on 0.306 mod flow but not included in permit?

-------
LAQ004740: 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 CEH 408), and
discharges are to Bayou Tteche. 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. Hie 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. Hie permit does not require biaicnitoring or a BMP plan.
Effective Date: July 22, 1985	Final Permit
Expiration Date: July 21, 1990	Abstract Date: February 20, 1986
EFFLUENT LIMITS (FINAL)
IA0004740: Sea Shrimp Company
Pollutants	Outfall	Avq. /Max. Limits*and Units	Monitoring
:
•
•
Flew
001
report :l/d estimate
Temperature

tf
1/m crrab
vti

6.0 - 9.0
M «




Flew
002
report
1/d measure
BOD 5

6.0/12.0 lb/d
1/m 24 hr camp
TSS

9.5/18.7
ll H
Oil and Grease

0.30/0.60 "
ti •'
PH

6.0 - 9.0
grab





: *
:	:	 :
i	:			*
•
•
:
•
•
:
•
•
•
•
:
:
:
:
:
•
•
:
:
•
•
i
:
:
:
•
m
:
:
•
•
•
•
•
•
•
•
:
•
•
•
•
:
*Daily Average/Daily Maximum?

-------
LA0005291: Witco Chemical Corporation, located in Gretna, is in the Soaps and
Detergents 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 mgd) 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	Final Permit
Expiration Date: August 5, 1993	Abstract Date: June 1, 1989
EFFLUENT LIMITS (FINAL)
LA0005291: Witco Chemical Corporation
Pollutants	Outfall Avg./Max**frinuts an<3 ynits	Monitor jnrj
Flow
001
monitor onlv
1/d estimate*
TOC

—/35 ira/1
§
CJ
£
CM
e
Oil and Grease

—/15
" arab
dH

6.0 - 9.0
H II
TOC (Net)
002. 003
5.0/— ma/1
r? n
dH

6.0 - 9.0
n n
































































~Daily averaae/dailv maximum.

-------
LA0005479: 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. && Synthetic Fibers Category (40 CFR 414). There
are two outfalls which discharge to the Baton Rouae Barae 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, chiorination. and two polishing Bonds- N°
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 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 12, 1986	Final Permit
Expiration Date: July 11, 1991	Abstract Date: June 2, 1989
EFFLUENT LIMITS (FINAL)
LA0005479; Allied Chemical Corp.
Pollutants	Outfall Avg./taax.*Limits and Units	Monitoring


nviiiiw>t lurfrv^T-^

Flow
001
monitor onlv
ipnptinuous
Tenraerature

95/100 F
II
BCD 5

181/349 lb/d
1,/V 24-hr como
CCD

786/1707 "
3/w
TSS

494/890 "
n «
Oil and Grease

115/230 "
" arab
Chromium

1.5/2.5 "
" 24-hr como
Zinc

3.5/7.0 "
n "
dH

6.0 - 9.0
nnntinuous
Flow
002
monitor onlv
Iff Mtimate
TOC

—/35 ma/1
" arab
Oil and Grease

—/15
n "
dH

6.0 - 9.0
n b
































•


*Dailv averaae/daily navin^.

-------
LA0005487: 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 unccntaminated stormwater (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, dewaterinq, and equalization. Permit limitations are based on BPJ. 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 scheme 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: January 3, 1985	Final Permit
Expiration Date: October 15, 1989	Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
LA0005487: Ciba-Geigy Corp.
Pollutants
Flew
Outfall
001 :
Avq./Max. Limits and Units
Monitoring
continuous
COD :

-------
LA0005606: The Ormet Corporation, in Burnside, is in the Nonferrous Metals Category
(40 CFR 421) and operates a bauxite refinery (SIC 2819). Alumina trihydrate is
extracted from trihydrate bauxites using a caustic 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. CXatfall 002
consists of river water clarifier underflow, boiler blowdown, nonchromate cooling
tower blowdown, and demineralizer regeneration waste blowdown discharged to the
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	Final Permit
Expiration Date: June 30, 1993	Abstract Date: June 5, 1989
EFFLUENT LIMITS (FINAL)
LA0005606: Ormet Corporation
Pollutants	outfall Ava./toax.*Limits and Units	MonitPriliq
Flow
001
monitor onlv
continuous
Temperature

II
It
TSS

—/50 ma/1
1/w grab
pH

6.0 - 9.0
continuous
Flow
002
monitor onlv
l/w estimate
Clarifying Aaents Used

n
l/m inventory
Flow. Total Outfall
003
monitor onlv
continuous
Precipitation. Net Monthly
n
l/m calculate.
Accumulated



Flow. Net Monthly

0/— MGD
l/m calculate.
Process Wastewater



pH

monitor onlv
3/d grab	




























~Daily averaae/dailv maximum.

-------
LA0005851: The Gulf States Utilities Company of Beaumont, Texas, operates the Willo^
Glen 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 Bavou 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	Final Permit
Expiration Date: January 25, 1991	Abstract Date: June 2, 1989
EFFLUENT LIMITS (FINAL)
LA0005851: Gulf States Utilities Co. - Willow Glen
Pollutants
Outfall
Ava./Max.*Liinits and Units
Monitoring
Flow
m.
1386/1481	Hm.
Temperature
Flow
107/110	E_
continuous
Ml.
monitor only
l/d estimate
2££_
3Q/1QQ	naZL
1/u	grab
Oil and Grease
15/20
ES_
6.Q - 9.Q
Flow
J222l
monitor only
BCD 5
30/45	m£L
l/d estimate,
21m	arab
2££_
30/45
Flow

monitor only
l/d estimate
2SS.
30/100	neZL
1A	grab
Oil and Crease
15/20
Iron (Total)
QSBSSSJL	"	
1.0/1.0
1.0/1.0
m.
6.0 - 9.0
*Dailv averaae/dailv maximum.

-------
LA0041718: 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 Bavou (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 CXitfall 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	Final Permit
Expiration Date: October 2, 1993	Abstract Date: June 5, 1989
EFFLUENT LIMITS (FINAL)
LA0041718: LaRoche Chemicals Inc.
Monitoring
fVAAWWmWg

•
Flow
001
monitor onlv
•continuous
TSS

1160/2320 lh/d
;Vw 24-hr comD
dH

6.0 - 9.0
jcontinuous
Flow 002
003.004
monitor onlv
• 1/w estimate _
Oil and Rrpase

~/15 irc/1
• " arab
r>H

6.0 - 10.0
. « "
Flow
005
mnnil-nr onlv
•continuous	
TSS

600/2200 lb/d
• 3/w 24-hr cone
nH

6.0 - 9.0
•continuous
Flow
006
monitor onlv
! 1/w estimate—
BCD 5

—/30 no/1
si/a grab	
Oil arvl Rrwse

—/15 "
.1/w
dH

6.0 - 9.0
. » "
Flow
007.009
mnn\for onlv
• 1/w estimate__
BCD 5

~/30 mo/I
:l/a grab	
Oil and Grease

~/15 "
,1/w
dH

6.0 - 10.0
. » "
Flow
008
monitor onlv
• " estimate—
Oil and Grease

—/IS ma/1
! " orab	
nH

6.0 - 10.0
. " "


•


•
*Dailv averaae/dailv ma:
nimirn.

—	

-------
LA0049492: Louisiana Offshore Oil Port (IfiOP) Inc. is a petroleum unloading terminal
(SIC 5171) located 18 nautical miles offshore from the Louisiana coast in Grand Isle
Block Number 59. Uhe 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 Slowdown, 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) car aeration (002, 006-008). "Hie limitations are 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. Hie permit may be reopened after
promulgation of applicable effluent guidelines.
Effective Date: May 2, 1985	Final Permit
Expiration Date: May 1, 1990	Abstract Date: May 30, 1986
EFFLUENT LIMITS (FINAL)
IA0049492: Louisiana Offshore Oil Port (LOOP) Inc. (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
:
Oil and Grease
: 001
:no discharge of free oil*
>**
Flew
s 002,
:report
:l/w** measure
BOD
:006-008
:30/45 mq/1
:l/m** qrab
TSS
•
•
:30/45
• » ** "
Fecal Coliform
:006-008
:200/400 per 100 ml
• ¦¦ ** «
PH
•
s6.0-9.0
5 » ** »
Flew
: 004
:25.2/25.2 mod
:continuous**
Oil and Grease
•
•
:10/15 mg/1
:l/d** qrab
Total Dissolved
:
: report
: 1/w** "
Filterable Residue
:
•
•
:
Oxygen Scavenger
•
:<18ppm K250 3/ppm DO or <10ppm
:NH4503/pcm DO
Corrosion Inhibitor
•
•
iNot to exceed 100 mg/1
•
•
PH
•
•
:6.0-9.0
:l/w** qrab
Flow
: 005
:report
»l/d** measure
Oil and Grease
t
:10/15 ma/1
: " ** grab
PH
•
•
:6.0-9.0
j " ** »

-------
LA0049492: Louisiana Offshore Oil Port (LOOP) Inc. is a petroleum unloading terminal
(SIC 5171) located 18 nautical miles offshore fran 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 done in Lafourche Parish. The facility has 11 outfalls
discharging to the Gulf of Mexico (001, 002, 004, 014, 015), Bayou Iafourche (005,
006), Breton Canal (007, 008) and to Bayou Moreau (018). 001—pumping platform oily
vrater; 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 blcwdcwn, 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 are 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 nay 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. Hie 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 nay be used to prevent corrosion in the
pipeline. Biamonitoring is not required. The permit may be reopened after
promulgation of applicable effluent guidelines.
Effective Date: May 2, 1985	Final Permit
Expiration Date: May 1, 1990	Abstract Date: May 30, 1986
EFFLUENT LIMITS (FINAL)
LA0049492: Louisiana Offshore Oil Port (LOOP) Inc. (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring
:


Flow : 014
report
1/m estimate
Copper :
—/1.0 mcr/1
qrab
Chlorine :
—/1.0
li i»
PH ,
6.0-9.0 :l/d
Flow : 015
2.16/2.70 mod
1/m estimate
Chlorine :
0.5/1.0 mq/1
1/w cjrab
Temperature s
report
" in-situ
PH :
6.0-9.0
" qrab
•
•


s


:


:


:


~Daily average/daily maximum.
**When discharging.	
~**A discharge will not cause a sheen, film, or discoloration of surface water.

-------
LA0051942: 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 CraeKing 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 Bavou 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 flotation, cooling, activated sludae. and
clarification. The effluent limitations are consistent with the Louisiana Water
Quality Management 21aa. For a period of two years, the effluent from Outfall 004
must undergo quarterly range-finding static acute toxicity tests, using either Danhni*
SE* or Mvsidopsis SEi 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: October 22, 1987	Final Permit
Expiration Date: May 23, 1991	Abstract Date: June 6, 1989
EFFLUENT LIMITS (FINAL)
LA0051942: Hill Petroleum Conpany
Pollutants	Outfall Avgt/Max.*Limits and Units	Monitoring
Flow
002
monitor onlv
1/w estimate
Oil and Grease

—/15 ma/1
n
grab
TOC

—/35
ft
ft
dH

6.0 - 9.0
n it
Flow
003
monitor onlv
2/w estimate
Oil and Grease

—/15 ma/1
II
grab
TOC

—/50
n
ff
dH

6.0 - 9.0
it
If
Flow
004
monitor onlv
continuous
BCD 5

179/335 lb/d
2/w 24-hr nrann
TSS

145/231
ft
fl
CCD

1215/2402 "
fl
II
Oil and Grease

54/99
If
arab
Phenolic Comoounds

1.2/2.4
VI
24-hr comn
Ammonia

165/362
VI
•I
Sulfide

0.93/2.03 "
If
arab
Total Chromium

2.8/4.8
n
24-hr comn
Hexavalent Chromium

0.19/0.42 "
if
VI
dH

6.0 - 9.0
•t
arab
Flow
005
monitor onlv
ii
estimate
Oil and Grease

—/15 ma/1
n
arab
TOC

-/50
ti
11
DH

6.0 - 9.0
n
n
Flow
006
monitor onlv
l/m estimate
BCD 5

—/45 ma/1
n
arab
TSS

—/45
it
VI
dH

6.0 - 9.0
1/w
IV
Flow
007
monitor onlv
l/m estimate
BCD5

—/45 ma/1
ft
arab
TSS

—/ 45
«t
It
DH

6.0 - 9.0
w
n




vQaily. average/daily maximum.

-------
IA0051993: The Clark Oil - Mt. Airy Refinery, located in Mt. 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 Outfall 003 discharges stormwater runoff from nonprocess
areas. Wastewater treatment includes sfflit water stripping, equalization, oil/water
separation* dissolved ail flotation, extended aeration activated sludge* and
clarification. Effluent limitations are based on State water quality criteria and
effluent guidelines. For a period of two years, the effluent from (Xitfall 001 must
undergo quarterly range-finding static acute toxicity tests, using either Daphnia sgi.
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: August 14, 1984	Final Permit
Expiration Date: August 13, 1989	Abstract Date: June 5, 1989
EFFLUENT LIMITS (FINAL)
LA0051993: Clark Oil - Mt Airy Refinery
Pollutants	outfaii ftvgi Max«limits and Vnits	Monitoring




Flow
001
monitor onlv
^.nntinuous
BCD 5

33/61 ka/d
Vw 24-hr comD
TSS

26/42
»• «
CCD

222/438 "
1/rt
Oil and Grease

q R/iR " Vw avn of 3 qrab?
Phenolic Compounds

0.21/0.44 "
]M 24-hr como
Ammonia

31/68 "
Vw
Sulfide

0.18/0.38 "
" arab
Total Chromium

0.51/0.87 "
" 24-hr comD
Hexavalent Chromium

0.03/0.07 "
n vt
dH

6.0 - 9.0
continuous
Flow
002
monitor onlv
1M instant.
BCD 5

24.7/47.3 ka/d
J/w 24-hr camp
TSS

20.1/30.6
n n
COD

235/460 "
n w
Oil and Grease

7.9/14.9 "
" arab
pH

6.0 - 9.0
n n
Flow
003
monitor onlv
1M estimate
Oil and Grease

—/15 ma/1
yw arab
CCD

—/100 "
it w
dH

6.0 - 9.0
l/w














•
*Dailv averaae/dailv maximum.

-------
LA0054828: 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 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 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 uncontaminated 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	Final Permit
Expiration Date: August 21, 1989	Abstract Date: March 1, 1985
EFFLUENT LIMITS (FINAL)
LA0054828: Waste Management, Inc. (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring*
:

•
•
Flow :001-003
:report**
:l/d estinate
Oil and Grease :
:—/15 mq/1
: " grab
TSS :
:—/60
j >t ,i
BOD-5
:—/20
2 « ii
COD :
/100
•	•• m
•
TOC s
:—/50
•	« it
•
PH s
:6.0 - 9.0
•	" m
•
Cyanide, Total :001,002
:—/100 uq/1
sl/event "
Asbestos :
:—/300.000 fibers/1
: 2/m
Antimony :
:—/600 uq/1
:1/event "
Chrcndum, Lead :
:—/150
g " M
Copper, Nickel :
:—/500
•	M II
•
Mercury :
/10
•	tl *|
•
Zinc :
:—/1000
2 ti ti
Organic Priority Pollutants
•
•
•
•
(indicator compoundsHl):
:5 - 100
•	ti M
•
Organic Priority Pollutants
:
:
(nonindicator canpounds(l)
:5 - 100
: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 orqanics, volatile organics, pesticides,
PCB's, dioxins, or base/neutral extractable organics. Limits are at 5,10, or
100 uq/1.	

-------
LA0054828: 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 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 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 unoontaminated 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 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 Mvsidopsis sp. once per
quarter are required, and if tests show a survived of 80% or less, a 48 hour LC50 test
on each outfall separately is required.
Effective Date: August 22, 1984	Final Permit
Expiration Date: August 21, 1989	Abstract Date: March 1, 1985
EFFLUENT LIMITS (FINAL)
LA0054828: Waste Management, Inc. (Page 2 of 2)
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring*
:


:
Total Phenols
001
:—/500
ug/1
: 1/event grab
Total Phenols : 002
/100
H
i it it
•
2,4-Dichlorophenoxy-acetic


:
acid (2,4-D)

:—/500
II
:l/3events "
2,4,5-Trichlorophenoxy-prapianic


:
acid (2,4,5-TPS Silvex)
:—/150
It
2 II «
Flow
004A,B
: report

:l/m estimate
BOD-5

:30/45
ma/1
i " grab
TSS

:30/45
II
^ ii II
Fecal Coliform

:200/400
per 100 ml
j it n
pH

»6/0 - 9.
0
j II H

: :

: :

: :

: :

: :

: :

: :

» :

: :

: i

: :

: :

: :

: :
*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 Synthetic Fibers
Category (40 CTO 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). Hie 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)(1). Thus, the
permit limits are the same as the previous permit with the exception of the addition
of biomanitoring to 001. Biomanitoring 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: August 22, 1984	Final Permit
Expiration Date: August 21, 1989	Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
LA0059846: B.F. Goodrich Chemical Group
Pollutants	Outfall Avq./Max. Limits* and Units

•
•

Flow
001 :monitor only
continuous
BQD-5
: 404/646 kg/d
3/w 24 hr camo
TSS
:880/2010 "

Ammonia (as N)
:82/245
it it
Total Chromium
:1.5/3.0
it ii
Residual Chlorine
:—/0.1 mg/1
it it
Temperature
monitor
continuous
Total Chlorinated Hydrocarbons : 19/37 kg/d
3/w 24 hr camp
Biomanitoring
: report
1/g
PH
:6.0-9.0
continuous
Flow
002 :monitor only
1/d** grab
IOC
:—/35 mg/1
» ** »
Oil and Grease
:—/15
» ** »
Residual Chlorine
:—/0.1
" ** "
Total Chlorinated Hydrocarbons : report
1/w** "
Biamonitoring : : "
1/g** "
EH : :6.0-9.0
1/d** "
: :

: i

: ••

*Daily average/daily naximum.
**When 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 SFOC Plan must be
updated within 180 days of the effective date of the permit.
Effective Date: September 5, 1987	Final Permit
Expiration Date: September 4, 1992	Abstract Date: June 5, 1989
EFFLUENT LIMITS (FINAL)
IA0059901: Freeport Uranium Recovery Company
Pollutants	Ava./taax.*Li3nits and Units	MWUtPIMVa
Flow
101
monitor only
1/m Agf'iniate
BCD 5

30/45 ma/1
n nrftb
TSS

30/45
«« n
dH

6.0 - 9.0
vt n
Flow
CCD
201
.monitor only	
1/w est irate
QiLand Grease

¦—/15Q	re/l			
—/15 "
" grab	
it ft
pH

6.0 - 9.0
«t n
Flow
002
monitor on]v
1/w £st*imafce
CCD

—/150 ma/1
w a rah
Oil and Grease

--/I5 n
it n
Flow
301
monitor onlv
W PQflTTWt'P
CCD

--/150 ttti/I	
KaLlHlflLC
w rrrab
Qil_und Grease

—/15
it it




















wi>aiiY amaqfiAlflilv-maximum.


-------
MAQ000442: 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 CFTC 414) with one discharge to Wass Brook. The majority of the wastewater is
contact cooling water, which along with nonoantact 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,
styrene, cumene, and acetone - water quality standards; phenols (Outfall 001) and
ethylbenzene - proposed effluent guidelines; and phenols (CXitfall 002) -
technologically achievable levels. A BMP Plan or biomanitoring 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: October 1, 1984	Final Permit
Expiration Date: October 1, 1989	Abstract Date: February 4, 1985
EFFLUENT LIMITS (FINAL)
MA0000442: Polysar, Inc. - Resins Division
Pollutants	Outfall	Aver./Max. Limits and Units


•
•
Flew
001
50,000/60,000 gpd
: total
flow
TSS

20/30 mcj/1
:2/m
ccmp
Settleable Solids

0.1/0.3
•	H
•
if
Oil and Grease

10/15
• •»
•
•i
Temperature

70/83 F
2 M
ti
Phenols

—/0.1 mg/1
:l/g
qrab
Ethylbenzene

—/0.2
I M
•i
Acetone

—/4.0
S "
II
Cumene

—/2.0
•	H
•
II
Styrene
:—/1.0

II
pH : :6.5 - 8.0; not vary by more than
:2/m
II

: 0.5 SU fran intake :
Volume
002* :—/500 qallons
:**
total
TSS
:—/30 mg/1
:**
grab
Oil and Grease
:—/15
j **
ii
Temperature
:—/85 F
: **
II
Phenols : :—/0.2 mg/1
| ~ ~
ii
Ethylbenzene : :report
: **
if
Acetone : : "
j **
II
Cumene
•	ti
•
:**
M
Styrene
• "
•
j ~*
II
PH
:6.5 - 8.0
:2/m
II
PH
intake : report
•	H
•
grab

«

:

~The batch discharge shall not occur more than 1/week.
**At time of discharge

-------
MAQ001414: Raytheon Company in Lowell, Massachusetts/ is engaged in the manufacture
of missile systems (SIC 3761) awl the facility is in the Metal Finishing Category (40
CFR 433). Seven plating lines contribute process wastewater to CXitfall 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 chlorinatian followed by neutralization. Chromium wastes
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. Nonoontact cooling water is discharged, untreated, from Outfall
002. Both outfalls discharge to the Concord River. Effluent limitations on chromium,
cyanide, daily maximum zinc, and daily 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 CXitfall 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 (biomonitorirtq), 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	Final Permit
Expiration Date: March 25, 1990	Abstract Date: May 25, 1985
EFFLUENT LIMITS (FINAL)
MAQ001414: Raytheon Company
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
j i :
Flew i 001
:0.086/0.13
mgd


: continuous
TSS :
:22.23/65.05
lb/d
20/30
mq/1
:2/m
ccmp
Cadmium, Total :
:0.19/0.75
tl
0.26/0.69
il
• ••
•
it
Chromium, " :
:1.08/2.17
H
1.5/2.0
tl
• ••
•
ii
Cyanide, " :
:0.36/1.08
II
0.5/1.0
tl
: "
qrab
Copper, » :
si.08/2.16
N
1.5/2.0
tl
• "
•
comp
Aluminum, " s
tl.08/2.17
H
1.5/2.0
tl
: "
tt
Zinc, " :
tl.06/2.17
tt
1/48/2.0
tl
: "
tt
Lead, " :
:0.31/0.75
H
0.43/0.69
It
s "
it
Tin, " x
:1.43/3.25
H
2.0/3.0
«
: "
H
Silver, " :
:0.17/0.47
n
0.24/0.43
it
: "
it
Nickel, " j
:1.71/3.25
•t
2.38/3.0
tt
: "
M
Fluoride :
»12.91/39.03
n
18/36
H
: "
it
TTO :
i

—/2.13
H
:l/cr
arab
Aimonia :
treport



:2/m
camp
P« :
:6.0 - 9.0



{continuous
Flow j 002
:—/0.036
mqd


:l/q
estimate
Temperature :
t—/83 F



: "
qrab*
PH
$6.5 - 8.0



• «
•
» *
: : :
~Report range of four arab samples.

-------
MA0001554: F. B. Rogers Silver Co., Inc. of Taunton/ Massachusetts, is a
manufacturer of plated and non-plated holloware (SIC 3914) in the Metal Finishing
Category (40 CFR 433). The 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 nonoontact cooling water which flows at a rate of 0.07 mgd.
Limitations on zinc, lead and TTO are based an BftT 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 ant-i>v»cksliding provisions. Water guality standards are the basis for
the limits on pH range. A BMP Plan and biomonitoring requirements are not included in
the permit.
Effective Date: March 22, 1984	Final permit
Expiration Date: March 22, 1989	Abstract Date: February 7, 1985
EFFLUENT LIMITS (FINAL)
MA0001554: F.B. Rogers Silver Co., Inc.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring



i
Flow
002
—/0.095 mgd
{continuous
TSS
:20/30 mg/1
*2/m oomp
Cyanide, Total
:0.25/0.65 "
: " grab
Copper
:1.5/3.0
s " camp
Nickel

t1.8/3.6
2 ti ii
Silver
:0.15/0.3
•	" tt
•
Zinc
:1.48/2.61 "
J " H
Lead
*0.43/0.69 "
:l/m "
TTO :
—/2.13
:l/g grab
Cyanide, Amenable :
0.1/0.2
:2/m "
pH :
0
01
1
in
io
:continuous
Flow
003
—/0.07 mgd
:l/g
Temperature :
—/28.9 C
» " grab
pH :
6.5 - 9.0*
t " grab
•
•
:
:
•
•
:
t

:
:

4
t
»
j

:
:



t



t
*BH of effluent may be 0
5 S.U. more or less than that of influent.
When exerting
this waiver. Include pH measurements of influent.

-------
MAD001571: Columbia Manufacturing Co. of Westfield, Massachusetts, produces bicycles
and bicycle parts (SIC 3798), mopeds (SIC 3751), classroom furniture (SIC 2531), and
lavmxnowers (SIC 3524). Plant activities include the plating of parts with chromium,
nickel and zinc. The facility is in the Metal Finishing Category (40 CER 433). 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, i regulated the discharge of
dissolved metals; therefore an allowance of 1.0 mg/1 was added as per EPJ to account
for suspended metals. Average nickel, average zinc, and maximum TTO limits are based
on effluent guidelines. The limits on maximum copper and total cyanide are state
certification requirements and the limits an pH and oil and grease are water guality
standards. A monthly statement certifying compliance with a solvent management plan
may be submitted in lieu of analyzing for TIO in accordance with 40 OTR 433.12. The
permit does not require bicmonitoring.
Effective Date: June 29, 1984	Final Permit
Expiration Date: June 29, 1989	Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
MA0001571: Columbia Manufacturing Co.
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
Flew
001
0.42/0.45 mqd
continuous
1/w camp"
TSS
751.2 ka/d 20/30 1571
Chranium,
Total
2.38/3/41
1.50/2.00
Hex. Chranium,
0.08/0.17
0.05/0.10
grab
Copper,
-/0.29
-/0.17

Nickel,
3.78/5.11
2.38/3.00
Zinc,
2.38/3.41
1.50/2.00
Cyanide,
0.57/0.78
0.36/0.46
grab
Cyanide (Amenable to C12
0.08/0.17
0.05/0.10
Total Iron
3.18/5.11 " 2.00/3.00"
1/q carp
TTO*
73763
—/2.13
1/w grab
Oil and Grease
—72576
-/15.0
EH.
6.0-9.0
continuous
*In lieu of analyzing for TTO the permittee may submit a monthly statement
certifying oonplianoe with a solvent management plan as per 40 CFR 433.12.

-------
MA0002151: Worcester Tool and Stamping Company, Inc. of Rochdale, Massachusetts,
manufactures a line of hardware for tool boxes, cases and luggage. The primary
process employed is nickel plating and the facility is in the Metal Finishing Category
(40 CFR 433). Process wastewater is treated by chemical oxidation, neutralization.
and sedimentation. The company uses the Lancy closed loop method for treatment of
heavy metals. Monitoring of the effluent takes place before discharge to the first of
three lagoons which are not part of the company's treatment facility. Total discharge
is to the French River at an average rate of 0.035 mgd from Outfall 001. bat affluent-
guidelines are the basis for limits on TTO and monthly average nickel and zinc.
Limitations on TSS, maximum daily nickel and zinc, and total cyanide are based on
antibackslidinq from the previous permit limits which are more stringent than effluent
guideline limits. Limits on amenable cyanide and oil and grease are based on State
certification requirements and copper limits are based on water quality at-arviw-nHa
There are no requirements for biomonitoring or a BMP Plan included in the permit.
Effective Date: March 30, 1984	Final Permit
Expiration Date: March 30, 1989	Abstract Date: April 25, 1985
EFFLUENT LIMITS (FINAL)
MAD002151: Worcester Tool and Stamping Caqpany, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: : :
Flow : 001
:—/0.048
mqd
continuous
TSS *
:20/30 rog/1
2/m ocnp
Oil and Grease :
:—/15
it
" grab
Cyanide, Total :
:0.5/1-0
M
tt it
Cvanide. Amenable :
:0.1/0.2
•1
M It
Nickel, Total :
:2.38/3.0
N
" ocmD
Zinc, Total :
»1.48/2.0
M
*1 M
Copper, Total :
:—/0.3
It
It M
TIO :
:—/2.13
ft
1/a grab
Copper, Active :
ireport

2/m CORD
Instream hardness (as CaC03)
: " *

" qrab
PH :
:6.0 - 9.0

continuous

t i t
i : :
: : :
: : :
: : :
: : :
x : :
: : :
~Monitoring is required July through October at the following locations
effluent.
upstream, and downstream. After evaluation, requirements may be modified.

-------
MA0003077: Nye's JapEnamoT^c, 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 an Massachusetts State certification requirements needed to meet water
quality standards. Aluminum, hexavalent chromium and average total chromium are
limited by previous permit limits which are more stringent than effluent guidelines.
Limits an maximum total chromium are based on BAT effluent guidelines. TIO is limited
to control any organic degreasing, cleaning or usage at the facility by EPJ. A BMP
Plan and biomanitoring requirements are not included in the permit.
Effective Date: September 27, 1984	Final Permit
Expiration Date: September 27, 1989	Abstract Date: February 8, 1985
EFFLUENT LIMITS (FINAL)
MA0003077: Nye's JapEnameLac, Inc.
Pollutants Outfall Avg./Max. Limits and Units	Monitoring
	: ¦ : :
Flew : 001
.003/.005 mgd
continuous
Aluminum, Total :
1.5/2.0 mq/1
1/m carp*
Chromium, Total :
1.5/2.7
ii ii *
Chrcmium, Hexavalent

0.10/0.25 "
" grab
TSS

20/30
ccmp*
Oil and Grease

—/15
" grab
Copper, Total

0.5/0.8
" ccmp*
TIO :
—/0.5
1/g grab
PH :
6.0 - 9.0
continuous
:


:


:


:


:


:


t


:


:


:


•
•


t


•
•


t 	:	:	:	
~Eight grab composite collected over work day (1 work shift, 2 shifts or 3 shifts).

-------
MA0003361: 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 CFR 433). Nine discharges are described as follows:
Outfalls 004, 005, 006, 009, 011, 013, and 014 are a combination of untreated
stormwater and nonocntact cooling water; Outfall 001 is composed of treated wastewater
from lens grinding and polishing operations, and noncantact 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 Quinebaug River or tributary brooks. BRT/BCT effluent guidelines, were used to
set limits on total chromium nickel, pH, and TTO. Limitations far TSS, cyanide, and
iron (Outfall 012) and BCD, 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 (Ckitfall 001), and zinc
and copper (Outfall 012) are based on water guality. The remaining conditions are
Massachusetts State Certification requirements. Biomonitoring and a BMP Plan are not
required in this permit.
Effective Dates June 29, 1984	Final Permit
Expiration Date: June 29, 1989	Abstract Date: February 19, 1985
EFFLUENT LIMITS (FINAL)
MA0003361: American Optical Corporation (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and units	Monitoring
x	:			:
Flow
012A
:—/0.05 mgd


xcontinuous
TSS

:8.34/12.51
lb/d
20/30 mo/1
x2/m cano
Cyanide, Total

10.21/0.42
M
0.5/1.0
2 ii ii
Chrcmium, Total

:0.71/1.16
«i
1.71/2.77 "
j H II
Copper

:—/0.48
M
—/1.14
•	II II
•
Iron

xO.83/1.25
II
2.0/3.0
•	II II
*
Nickel

sO.99/1.25
li
2.38/3.0 "
•	II II
•
Zinc

:0.43/0.76
II
1.04/1.82 "
• II II
Tin

xO.83/1.25
li
2.0/3.0
• II II
TTO

/0.89
it
—/2.13
xl/g grab
PH

:6.0 - 9.0


xl/m
Flew
012B
:—/0.15 mqd


x " report
Temperature

s—/90 F


x " 4 grabs
PH

:6.0 - 9.0


x " grab
Flow
001
x—/2.10 irqd


xcontinuous
BOD

x525.4/875.7
lb/d
30/50 mg/1
xl/m ccmp
TSS

x350.3/525.4
li
20/30
• li li
Total Settleable Solids

X

0.1/0.3 ml/1
x " 4 grabs
Turbidity

X

25/— JTU
, M It
Oil and Grease

x—/262.7
lb/d
—/15 mg/1
1 II II
Temperature

X

—/80 F
» It M
Zinc

X18.2/31.9
lb/d
1.04/1.82 mg/1
x2/m con©
Cadmium

x—/0.88
ft
—/0.05 "
¦ tl ii
TTO

X—/37.3
II
—/2.13 "
xl/g grab
PH

x6.0 - 9.0


xl/m 4 grabs

-------
MA0003361: 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
Southhridge, 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, 011, 013, and 014 are a combination of untreated
stornwater and nonoontact cooling water; Outfall 001 is ocrposed of treated wastewater
fron lens grinding and polishing operations, and nonoontact 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 Quinebaug River or tributary brooks. BftT/BCT effluent guidelines, were used to
set limits on total chromium nickel, pH, and TTO. Limitations for TSS, cyanide, and
iron (CXitfall 012) and BCD, TSS, total settleable solids, turbidity, temperature, and
oil and grease (Outfall 001) are equivalent to the previous permit limits according to
anti-backslidinq provisions. Daily maximum cadmium and zinc (Outfall 001), and zinc
and copper (CXitfall 012) are based on water quality. The remaining conditions are
Massachusetts State Certification requirements. Bicncnitoring and a EMP Plan are not
required in this permit.
Effective Date: June 29, 1984	Pinal Permit
Expiration Date: June 29, 1989	Abstract Date: February 19, 1985
EFFLUENT LIMITS (FINAL)
MA0003361: American Optical Corporation (Page 2 of 2)
Pollutants	Qxtfall Avq./Max. Limits and Units	Monitoring
:
Flew

: 004
:0.4/~
mgd
:l/m
total
Flew

: 005
:8.0/—
H
• u
II
Flew

i 006
:16.0/—
II
I H
II
Flow

: 009
:24.0/—
tl
I M
II
Flew

i 011
: 75,000/—
gpd
t N
n
Flew

: 013
145.000/—
M
I H
ii
Flew

t 014
: 350,000/—
M
t H
H
Itenperature
004-006.
013-014
••
1
u>
o

f "
4 grabs
Temperature

t 009
t—/100 F

f M
n
Temperature

t 011
u*
00
1

I M
H
PH
004-006.
009. 011
.:6.0 - 8.5

t H
H
*013-014 i :

-------
MA0004600: Reliable Electroplating, Incorporated in Chartley, Massachusetts, is a job
shop electroplating company serving local manufacturers of jewelry, electronic
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 by chlorine treatment for sludge.
Discharge of this wastewater is from Outfall 001 at a rate of 0.017 mgd to Chartley
Brook. Effluent limits on TTO are based cn BAT effluent guidelines. Limits on TSS,
total cyanide, nickel,and silver are previous permit limits which are more stringent
than BAT guidelines following antihacksliding provisions. Limits an 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 biamonitaring requirements are not
included in the permit.
Effective Date: March 30, 1984	Final Permit
Expiration Date: March 30,1989	Abstract Date: April 25, 1985
EFFLUENT LIMITS (FINAL)
MA0004600: Reliable Electroplating, Incorporated
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring


•

:

Flew

: 001
0.009/0.012 mod
: continuous
TSS :
20/30 mg/1
:2/m
comp
Cyanide,
Total
•
•
0.25/0.65 "
S ti
grab
Copper,
II
•
•
—/1.5
2 it
ccmp
Nickel,
It
•
•
1.8/3.6
2 it
II
Silver,
Ii
•
•
0.15/0.3
•	H
•
II
Tin,
H
•
•
2.0/4.0
•	M
•
ii
TTO :
—/2.13
:l/g
grab
Lead :
0.43/0.69
:2/m
comp
Cyanide.
Amenable
t
•
0.1/0.2
2 M
grab
pH :
6.0 - 9.0
f "
it
:
t
:

:
:
:
:
:
i
:
:
•
•
•
•
:
:
•
•
:
:
•
•
•
•
:
:
:
•
•
:
•
•
j

-------
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
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 B£sZ 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
PpllUtantS	CXitfall	Avg./Max. Limits and Units
Monitoring
Flow
m ,oo?
monitor only
1/m estimate
total daily
2SS_
Oil and Grease
21/33 no/1
1/m ** grab
—/is
**
Polvnuclear Aromatic Hydrocarbons
Single Chemical
--/1Q	ua/1
**
Sum of all 1$ PAHs
Benzene
~/50
**

**
Toluene
Ethvlbenzene
monitor only
**
**
Total Xylenes
**
teafl (Total)
**
tfSL
S.5 - 8.Q

*»Ctie 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). Hie 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
flocculatian. 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 an 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 1TO.
Limits set an silver and copper are in accordance with water quality standards.
Equivalent mass limits in the permit are based an an average flow of 0.08 mgd and
maximum flow of 0.1 mgd. A BMP Plan is not required and no biomonitoring requirements
are included in the permit.
Effective Date: June 29
1984
Final Permit
Expiration Date: June 29, 1989 Abstract Date: February 7, 1985

EFFLUENT LIMITS (FINAL)

MA0026646: Princess House

Pollutants
Outfall Aver-/Max. Limits and Units
•
•
Monitorinq
Flew
001 :0.08/0.10 mqd
continuous
TSS
: 13.3/25.0 Ib/d 20/30 no/1
2/m ccmp
Cyanide, Total
:0.33/0.83 " 0.5/1.0
grab
Copper,
:—/0.44 " —/0.53
ccmp
Iron,
:1.33/2.50 - 2.0/3.0
M II
Nickel, "
:1.60/2.50 " 2.4/3.0
II tl
Zinc,
:1.0/1.66 " 1.5/2.0
" it
Tin,
:1.33/2.50 " 2.0/3.0
•• it
Silver,
:—/0.07 " —/0.08
•I II
Cyanide, Amenable
:0.03/0.08 " 0.05/0.1
" grab
TTO : :—/1.77 " —/2.13
1/q
pH
:6.0 - 9.0
1/d "*

t

: :


•
•


•
•


•
•


:


i t
: : :
: «

: :

i
<
:

: :

~report range of four grab samples.


-------
MAQ026735: C. G. Manufacturing Company, Inc. of Taunton, Massachusetts, is in the
Metal Finishing Category (40 CFR 433) and has 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, tut
will have no effect an 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 (chlorinatian), 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 ant ibacksliding provisions.
Nickel, cyanide amenable to chlorination, silver, oil and grease, and pH (ranges 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	Final Permit
Expiration Date: September 20, 1989	Abstract Date: February 8, 1985
EFFLUENT LIMITS (FINAL)
MA0026735: C. G. Manufacturing Company, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
:
Flew
:
001*
0.151/—
mgd
continuous
Temperature :
—/28.3 C**
1/m
grab
pH :
6.5 - 8.5

"
ti
Flow
•
•
002
0.063/0.065 nod
continuous
Aluminum :
1.5/2.0
mg/1
2/m
canp
Cyanide, Total :
0.5/1.0
ii
ii
grab
Cyanide, Amenable :
0.05/0.1
it
ii
n
Copper
:

1.5/2.0
(i
tt
canp
Iron
:

2.0/3.0
11
it
tt
Lead
•
•

0.43/0.69
it
it
ii
Nickel
•
•

1.8/3.6
ti
tt
ti
Silver
:
:0.15/0.3
"
1 "
•i
Zinc
•
•

1.48/2.0
it • ti
ti
TSS
:

20/30
ii • (i
•
H
TTO
•
•

—/2.13
:l/q
qrab
Oil and Grease
:

—/15
" : 2/m
it
Chlorine Residual
•
•

report
• "
•
ii
pH s
6.0 - 9.0
:continuous
Flow
•
•
003*
0.12/—
mad :continuous
Temperature
:

—/28.3 C** :l/m
grab
PH
:
:6.5 - 8.5

» •«
ft
it
		t	!	!__	
~Reflects limitations after merger date.
**Tanp 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
River. 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	Final Permit
Expiration Date: December 29, 1993	Abstract Date: April 4, 1989
EFFLUENT LIMITS (FINAL)
MA0103128: Massachusetts Water Resources Authority
Pollutants	fotfall	Ayg./tett, Limits and Units	Monitoring
APPLICABLE FOR THE FIRST*30 DAYS AFTER EFFECTIVE DATE
Flow
JU UTU.& i
001
-ki i im 1m. X i-K* AX VlJ wrxiu
monitor onlv
1/d estimate
TSS

—/100 ma/1
1/w arab
Oil and Grease

—/10
«! ft
Asbestos

300.000 fibers/liter
fl ft
Copper (Total)

monitor onlv
» ft
Zinc n

n
ft ff
Lead

n
ff ff
nH

6.5 - 8.5
fl ft
APPLICABLE BEGINNING 31 DAYS AFTER THE EFFECTIVE DATE
Flow
002
monitor onlv
1/d estimate
TSS

—/100 ma/1
1/m arab
Oil and Grease

—/io
ft ft
Asbestos

300.000 fibers/liter
ft ft
Conoer (Total)

monitor onlv
ft ft
Zinc "

VI
fl ft
Lead "

n
ff ff
pH

6.5 - 8.5
fi n

-------
MD0000094: The Delmarva Power &. Light Company operates a steam electric power
generating facility (SIC 4911) in Vienna, and is in the Steam Electric Power
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 absorbant 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 oil 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 011 through 015.
Outfalls 001, 002, 004, 005, 006, 007, 008, 009, 011, 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 BEE effluent (guidelines, and limitations for 005,
006, 007, and 008 are a BPJ determination considered to be equivalent to BEX*
Quarterly acute static renewal toxicity tests, for a period of one year, are required
at Outfall 004, using Daphnia magna (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/or a Toxicity
Reduction Evaluation may be required. The permit contains a reopener clause
addressing toxic pollutants.
Effective Date: Septerrber 25, 1987
Expiration Date: September 25, 1992
Abstract Date:
Final Permit
February 6, 1989
EFFLUENT LIMITS (FINAL)
MD0000094: Delmarva Power & Light Company
Pollutants
Qitfall
Ava./Max. Limits and Units
Monitoring
Flow
•
: 003
•
:monitor onlv
a)
:l/w estimate
TSS
•
130/100 mo/1
(1 & 2)
sl/w grab
Oil and Grease
•
!15/20 ¦


pH
•
:6.0 - 9.0

. i» n
Flow
: 004
: monitor onlv

:2/m estimate
Tenroerature
•


!continuous
Antimony (Total)
•
"

:2/m grab (3)
Cocoer "
•
¦

" (3>
Lead "
•
»

" (3)
Zinc "
•


" (3)
Total Residual Chlorine s
W

- (3)
pH
•
s6.0 - 9.0

•1/m grab
Flow
005,006,007,008 monitor only

• " estimate
Oil and Grease
•
:—/20 ma/1

: ¦ grab (4}

•
:



•
•



•
•



•
•
*


	when the vacuum system is used in excess of 12 hours in a 24-hour period.	
(2) Reported values to be determined bv 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 mav 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	Final Permit
Expiration Date: June 23, 1992	Abstract Date: February 2, 1989
EFFLUEOT LIMITS (FINAL)
MD0000311: W.R. Grace & Co., Davison Chemical Div.
Pollutants	Qtftfall	Ava./Max. Limits and Units	Monitoring
Flow : 001
:report

continuous
Turbiditv :
•45/90 MTU

1/d 24-hr cnrnn
Total Heavy Metals * :
S—/1.0 ma/1

1/m
It
Total Residual Chlorine :
/0.5 ma/1
(Until 4/1/88)
1/w
arab
•
:--/ < 0.1 "
(After 4/1/88)
n
n
DH :
:6.0 - 9.0

continuous
TSS ** :
:monitor only

¦2/w 24-hr comD
LIMITS EFFECTIVE UNTIL 12/31/87
Total Airmonia :
•


(Jan.. Feb.) :
:16.500/17.600
lb/d
1/d 24-hr comD
(March. Apr.) :
.•11,000/12,600
VI
It
n
(May) :
:—/4400
•V
n
n
(June - Aug.) :
:—/3520
91
n
IV
(September) :
:—/5500
It
n
n
(Oct., Nov.) :
:9900/11.000
91
IV
w
(December) •
:11.000/12.100
n
w
VI
LTMTTS RmTNNTNR ON 01/01/88
Fecal Coliform :
:200/400 #/100 ml
5/m
grab
Total Ammonia :
•


(Jan. - March) :
:—/4500 lb/d

1/d 24-hr como
(Ttoril. Mav) :
'—/4200

H
VV
(June - Aug.) :
i—/3500

n
n
(Sept. - Dec.) :
/4500

N
n
•
•


•
•


-*Sum concentration of molybdenum, copper, nickel, chromium, cobalt, and vanadium.	
Individual concentrations shall also be reported.
**Must be monitored for the first six months.	

-------
MD0000345: Nuodex. 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 greek via Outfall
001. Outfall 002 discharges by-passed stormwater to Morgan Creek as well. The
treatment system consists of two &EI separators, a clarifier. a secondary separation
tank, a wastewater mixing pond, three activated sludge lagoons. pE ad-iustment. and
final clarification in the Dissolved &jjL 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 001. The chronic tests must include a survival and reproduction test using
Ceriodaphnia and a survival and growth test using fathead minnow larvae. Acute
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	Final Permit
Expiration Date: February 11, 1993	Abstract Date: February 9, 1989
EFFLUENT LIMITS (FINAL)
MD0000345: Nuodex, Inc. (Page 1 of 3)
Pollutants	Outfall Avo./Max. Limits and Units	Monitorinq
LIMITS EFFECTIVE UNTIL MARCH 31.
1989
•
Flow :
001
: monitor only
:continuous
BOD5 :

-.22.0/44.0 Ib/d
• 1/w 24-hr cot®
TSS :

:20.5/41.0 "
# II »l
COD :

:113.3/226.6 "
. " «
Oil and Grease :

:—/15.0 mg/1

oH :

:6.0 - 9.0
:l/w "
LIMITS EFFECTIVE AS OF APRIL 1.
1989

Flow :
001
:monitor onlv
:continuous
BOD5 :

:3.3/8.7 lb/d
:l/w 24-hr camp
TSS

:4.2/13.5
. " "
• 	 111
•

:AVG. QUARTERLY/MAX. DAILY (1)
•
Bis(2-ethvlhexyl)Phthalate

!7.74/20.95 lb/d
:l/m grab __
Di-n-Butvl Phthalate :

:2.03/4.28 "
. " "
Diethvl Phthalate z

:6.08/15.25 "
. » "
• .... -
Dimethyl Phthalate :

:1.43/3.53 "
. " "
•



•

t
•
(1)Limitations mist be multiplied bv 0.001 for the correct poundage allowable.		

-------
EFFLUENT LIMITS (FINAL)
MD0000345: Nuodex, Inc. (Page 2 of 3)
Pollutants	Outfall	Ava./Max. Limits and Units	Monitoring
1	i
LIMITS EFFECTIVE AS OF APRIL 1. 1989


AVG. ANNUAL/MAX. DAILY (1)

AcenaDhthene
001
1.65/4.43
lb/d
l/a
arab
Acrylonitrile

7.21/18.18
It
It
It
Benzene

2.78/10.21
n
n
It
Carbon Tetrachloride

1.35/2.85
VI
it
II
Chlorobenzene

1.13/2.10
n
n
It
1.2.4-Tr ichlorobenzene

5.11/10.51
n
it
If
Hexachlorobenzene

1.13/2.10
n
n
n
1.2-Dichloroethane

5.11/15.85
vt
tt
it
1.1.1-Tr ichloroethane

1.58/4.06
it
tt
it
Hexachloroethane

1.58/4.06
«t
ft
n
1.1-Dichloroethane

1.55/4,43
it
it
it
1.1.2-Tr ichloroethane

It 59/4,0$
n
it
n
Chloroethane

7.81/20.13
it
it
it
Chloroform

1.58/3.45
n
it
it
2-ChloroDhenol

2.33/7.36
H
n
tt
1.2-Dichlorobenzene

5.78/12.24
It
vt
it
1.3-Dichlorobenzene

2.33/3.30
It
n
it
1.4-Dichlorobenzene

1.13/2.10
n
tt
it
1.1-Dichloroethvlene

1.20/1.88
it
it
it
1.9-Trflnq-Dirhlnroethvlene
It 59/4,oe
tt
n
it
2.4-DichloroDhenol

2.93/8.41
n
it
n
1.2-DichloroDroDane

11.49/17.27
it
it
n
1.3-DichlorODroDvlene

2,19/3,30
it
N
it
2.4-DimethvlDhenol

1.35/2.70
it
VI
it
2.4-Dinitrotoluene

8.49/21.40
n
It
vt
2.6-Dinitrotoluene

J,9tl5/48,14
n
VI
it
Ethvlhenzene

2.40/8.11
it
It
it
F11 ioran

1.88/5.11
it
It
VI
Ri e^-Thl nrni <;nnrnnv 1 \ Ether
22,61/55,95
ti
It
It
Methvlene Chloride

3.00/6.68
it
It
It
Methvl Chloride

6.46/14.27
it
II
n
Hexachlorobutad iene

1.50/3.68
»t
n
ft
Nanhthalene

J. 65/4,43
it
n
it
Nitrobenzene

2.03/5.11
it
it
vt
2-Nitror>henol

3.08/5.18
it
it
ft
4-Nitrot>henol

5.41/9.31
it
vt
ft
2.4-D in itroDhenol

5,33/9,24
it
it
it
4.6-Din itro-O-Cresol

5.86/20.80
tt
it
it
Phenol

1.13/1.95
it
it
it
Ben 7.0(a) Anthracene

1.65/4.43
n
vt
it
Benzo(a)Pvrene

1.73/4.58
it
vt
ft
3.4-Ren zofluoranthene

1.73/4.58
n
VI
vt
Benzo fk1Fluoranthene

1.65/4.43
n
it
VI
Chrvsene

1.65/4.43
it
it
vt




-(1)Limitations, must be multiplied by QtQQl for the correct poundage allowable


-------
EFFLUENT LIMITS (FINAL)
MD0000345: Nuodex, Inc. (Page 3 of 3)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
•
•
LIMITS EFFECTIVE AS OF APRIL 1. 1<
)89


avg. annual/Max. daily m

AcenaDhthvlene
001
1.65/4.43
1/q arab
Anthracene

1.65/4.43
VI tl
Fluorene

1.65/4.43
II tl
Phenanthrene

1.65/4.43
It II
Pvrene

1.88/5.03
ft ft
Tetrachloroethvlene

1.65/4.21
It II
Toluene

1.95/6.01
II II
Tr ichloroethvlene

1.58/4.06
It tl
Vinvl Chloride

7.81/20.13 "
tt tt
Chromium (Total)

monitor only
ft tl
Copper "

ft
tl II
Cvanide "

n
It tt
Lead

n
tl tl
Nickel fTotal)

n
tt tl
Zinc "

VI
IV IV
pH

6.0 - 9.0
H
3
Flow
002
monitor only
1/m estimate
CCD

If
grab (2)
pH

6.0 - 9.0
ft It
















































(1)Limitations	trust be multiplied bv 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 stormwafrpr to discharge.	

-------
MD0000981: 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 A£I separator, vacuum filtration.
equalisation! lime neutralization, and final settling in a. lagoon. Effluent
limitations are based on EAT effluent guidelines. 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) 9$-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: September 25, 1987	Final Permit
Expiration Date: September 25, 1992	Abstract Date: February 6, 1989
EFFLUENT LIMITS (FINAL)
MD0000981: Eastern Stainless Corporation
Pollutants	Outfall Ave./Max. Limits and Units	Monitoring
Flow
001
report
continuous
TSS

68/176 lb/d
1/w 24-hr conp
Nickel (Tota]) *

0.45/1.4 "
n «
ti " **

1.6/4.8 "
« n
Chromium " *

0.57/1.5 "
n vi
» " **

2.1/5.3 "
n n
Hexavalent Chromium

monitor onlv
l/m
Oil and Grease

10/30 lb/d
1/w grab
1.1.1-Tr ichloroethane

monitor onlv
l/m
Temperature

ft
" in-situ
oH

6.0 - 9.0
continuous
Flow
101
monitor onlv
2/m measured
Tetrachloroethvlene

—/0.00242 lb/d
1/ct arab
Naphthalene

—/0.00161
«i n
1.1.1-Trichloroethane

—/0.00242 " ***
2/m
















. limitation effective only when Essex pickling line is not in operation.
~~Limitation effective only when Essex pickling line is in operation.	
***Shall 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 mgd to Little Patuxent River via Outfall 001. Overflow
from the stormwater retention pond is discharged to Dorsey Run at a variable rate via
Oitfall 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: BAT 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 fc§£fc£# 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	Final Permit
Expiration Date: March 17, 1992	Abstract Date: February 2, 1989
EFFLUENT LIMITS (FINAL)
MD0001155: General Electric Conpany
Pollutant5	Outfall Avg./Max. Limits and Units	Monitoring
Flow
001
report
continuous
Dissolved Oxygen

5.0 mo/1 minimum 	
1/w
grab
TSS

90/145 lb/d
(10/15 ma/1)
II
24-hr corno
Oil and Grease

1
o>
•
-J
3
(—/10
VI \
n
grab
Hexavalent Chromium

—/0.48 "
(—/0.05
n \
Vw 24-hr corno
Chromium (Total)

—/2.9
(—/0.30
n \
VI
II
Nickel "

4.5/9.7 "
(0.5/1.0
n \
1/w
n
Zinc

1.3/2.9 "
(0.15/0.30
n \
VI
it
Iron "

5.7/11.9 "
(0.63/1.23
" \
VI
ii
Copper "

0.36/0.77 "
(0.04/0.08
n \
n
n
Total Toxic Organics


(—/2.13
n \
l/m
grab *
Chloroform


(—/0.03
n \
n
" *
Trichloroethvlene


(—/0.03
n \
n
» *
Total Residual Chlorine
m

(—/0.5
n \
l/w
grab
Total Residual Chlorine
[2)

(—/ < 0.1
n \
n
n
Cadmium (Total)


[— /0.08
ft \
1 /a 94-hr corno
Lead "


(—/0.38
VI \
n
n
Silver "


(—/0.38
ti \
VI
IV
Cvanide "


(—/0.38
n \
n
n
Aluminum "


(— /4.55
91 )
n
n
pH

6.5 - 9.0
continuous
Flow
002
monitor only
1/m estimated
PH

6.5 - 8.5
l/m
grab








*In lieu of monitoring, the permittee may certify that these pacfln^tfrp are
dunped into the wastewaters. In addition, at least Qnge/flUffirterr TTO HMftt-be
monitored, and the above limits must be met for the three designated parameters.
m Limit for June through March from efferfrjve date through Jnne 30, 1988.	
(21 Limit for April and Mav and year round after June 3Q> 1988.	—	—-

-------
MD0001252: Mobav 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 Clav. Gypsum. Refractory, and Ceramic Products
Category (40 CFR 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 EBI to
approximate EAT. 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 Ayg,/Max. Limits* and Units
Monitoring
El&L
ML
monitor only
continuous
ESL
$.Q - 8.5
1/ffl	grab
Flow
002
monitor only
continuous
Fluoride
5.34*/lQ«7Q	IfcZsL
l/m 24-hr
!££_
8.67/17.34
IAl
Lead (Total)
Q.15/Q.3Q
Cadmium
0.04/0.08
Chromium
0-05/0.10
Hexavalent Chromium
Q.02QVQ.04
l/m
Copper (Total)
Q.13VQ.26
Nickel
Q.Q7/0.14
1/w
Zinc
0.13/0.26
Flow
JHH
monitor only
l/m estimate
Tqireratur?
EH	
-/1Q8 F
6.0 - 8.5
in-situ
grab
~Limits are Ava. Monthlv/Max. Daily, unless marked with a '*' whereas thev are
Avg. Quarterlv/Max. Daily.				

-------
MD0001261: SCM Chemicals. Inc. in Baltimore, Maryland, is in the Inorganic Chemicals
Manufacturing Category (40 CFR 415). The facility manufactures titanium divide (SIC
2816) by the sulfate and chloride processes. Three outfalls discharge an average flow
of 12 mgd to the Pataosco River: 001 - storm water, condenser, scrubber, and cooling
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, and pH are based on BPT/BAT effluent guidelines
for the sulfate process (Outfalls 001 & 003) and for the chloride-ilmenite process
(Oitfall 002). Iron limits are based on water quality criteria using a receiving
stream computer model. A Settlement Agreement and Consent Decree 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 toxicity 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	Final Permit
Expiration Date: August 1, 1990	Abstract Date: January 3, 1986
EFFLUENT LIMITS (FINAL)
MD0001261: ABC Chemicals, Inc.
PPllUtantS	Outfall
Avg./Max. Limits and Units
Monitoring
FlW
TPD**
report
continuous

16793/61763 lb/d (456/1675 mg/1*)
1/d 24 hr cotp
Total Chromium
93/212
(2.5/5,75
" *
1
IAl
Total Nickel
$2/128
(1.7/3.5
±
Iron Dissolved (Apr.-Sept.1
(Oct.-March)
498/169?
975/3100
(13.5/46

(26.4/84
Total Iron. Total Arsenic.
Total Antimony. Total Cadmium.
report
1/m
Total Copper. Total Lead.
Total Zinc
m.
6.0 - 9.0
continuous
FlW
***
TSS.
monitor only
continuous
1/w 24 hr comp
Total Chromium. Total Nickel.
Dissolved Iron
*Eouivalent concentrations using average flow of 4.42 mgd. but not included
in permit.
**Total Plant discharge, the sum of Pitfalls 001. 002. and 003.	
***Intake water from Pataosco River (TPD-intake loadings=net loadings).

-------
MD0001279: g£M Glidco Oraanics 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 dicharge 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. geflinientatiPru chemical precipitation,
pressure filtration. The fine particle silica wastewater is treated by screening and
neutralization. Effluent limitations are based on e&E 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
tests, 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 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. 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: June 19, 1987
Expiration Date: June 19, 1992
Abstract Date:
Final Permit
February 8, 1989
EFFLUENT LIMITS (FINAL)
MD0001279: SCM Glidco Organics Corp.
Pollutants	outfall ftvg./Max, Limits an<3 Units
Monitoring
Flow
001
monitor onlv
continuous
TSS

10.0/16.6 lb/d
1/w comp
Total Cadmium

0.16/0.49
n h
Total Selenium

0.24/0.70
n n
Total Zinc

0.058/0.11 " *
n n
Temperature

monitor onlv
" in-situ
Total Ammonia

n
" comp
PH

6.0 - 9.0
continuous
Flow
002
monitor onlv
n
TSS

49/98 lb/d
l/w como
Temperature

monitor onlv
" in-situ
Total Ammonia

M
" como
DH

6.0 - 9.0
continuous
Total Ammonia
001.002
108.9/187.2 lb/d (Sum of 001 + 002)
l/w como
Flow
003
monitor onlv
1/m estimate
Temperature

It
" in-situ
DH

6.0 - 9.0
" arab
















~If fundamentally different factors variance is approved, these limit? will be
_f~110/q7353 lb/a.	-

-------
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
trifrutflry iQ. the 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; EAT for fluoride, metals, and benzo (a) pyrene. Beginning within one
month of the elimination of the paste plant wet scrubber discharge, quarterly short-
term 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	Final Permit
Expiration Date: October 1, 1992	Abstract Date: February 9, 1989
EFFLUENT LIMITS (FINAL)
MD0002429: Eastalco Aluminum Company (Page 1 of 2)
Pollutants	Outfall Avg./toax. Limits and units	Monitoring




Flow
001
monitor onlv
continuous
TSS

135/350 lb/d
1/w 24-hr comD
Oil and Grease

—/15 ma/1
VI
arab
Fecal Coliform

200/400 #/100 ml
5/m
n
Total Residual Chlorine

0.5/1.0 ma/1
1/w
n
oH

6.0 - 9.0
continuous
Benzo(a)Pvrene

monitor onlv
1/q
arab (2)
Acenaohthvlene

««
VI
" (2)
Fluorene

N
it
" (2)
Phenanthrene

It
it
" (2)
Anthracene

ft
n
- (2)
Fluoranthene

VI
n
" (2)
Pvrene

VI
n
" 12)
Benzo(a)Anthracene


n
" (2)
Chrvsene

n
n
- (2)
Benzo(k)Fluoranthene

•t
n
" (2)
Total Cyanide

n
l/m
II


•

-------
EFFLUENT LIMITS (FINAL)
MD0002429:
Pollutants
Eastalco Aluminum Company (Page 2 of 2)
Outfall Avq./Max. Limits and Units
Monitoring
Fluoride
001
43.7 + a/98.5 + b lb/d (1)
1/d 24-hr conp
Antimonv

1.5 + c/3.2 + d " (1)
2/m
Nickel

0.62 + e/0.92 + f " (1)
n vi
Aluminum

4.5 + q/10.2 + h " (1)
l/w
Fluoride

41.0 + a/92.4 + b lb/d (1)
l/d 24-hr conp
Antimonv

1.4 + c/3.0 + d " (1)
2/m
Nickel

0.58 + e/0.86 + f (1)
n n
Aluminum

4.3 + g/9.5 + h " (1)
1/w
Fluoride 003.004
005.006.007.008 —/26.4 ma/1
1/disch ora^
pH

6.5 - 8.5
II «l
Fluoride



Flow
101
monitor only
l/w measured
BODS

30/45 mg/1
" grab
Fluoride 102.103.104 monitor only
2/m
TSS

fl
n it
Aluminum

fl
n n
Flow
105
monitor only

Benz
-------
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 011 discharge uncontaminated 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, metal 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. sil 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. The 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
Pollutant?	Outfall Avg./Max. Limits and Units
Monitoring
Total Residual Chlorine
001
-/0.2 ma/1 ( < 0.1 ma/l;Apr.. Mav)
lZs3	grab *
Flow
101.
Inlet Temperature
monitor only
l/m estimate
continuous
Effluent Temperature
H§aL
FlOW
102.
-/6.22 x 102- BTU/hr
1/m calculate
monitor only
1/w estimate
TSS_
Oil and Grease
FlW	
30/100 ing/1
grab

15/20.
_101.
monitor only
continuous
8QP5
30/45	nsZJL
1 /w 24-hr comp
IS£_
Fecal Coliform
30/45
-/200 t/100 ml
grab
Flow
***
Ml.
monitor only
1 /m estimate
Total Petroleum Hydrocarbons
20/30 ma/l
grab
***
	*Monitoring required only on days when chlorine is being used.			
~~Limitations not effective during periods of cooling tower blowdown Untn 1/1/91•
***After 12 months, the monitoring frequency mav be reduced to quarterly if	
—limitations have been met each reporting period.	Should the limitation be.
exceededi the more frequent sampling schedule shall resume for 12 months.

-------
MD0003247: The Eastern Shore Rendering Company, located in Link wood, renders poultry
waste into by-products (SIC 2077) and is in the Meat Products and Rendering Category
(40 CFR 432, Subpart J). The wastewater consists of scrubber overflows, condensers,
plant washwater, and storznwater runoff. The cooling water flows into a closed loop
system from the last lagoon. All process wastewater is collected and pumped to the
treatment system that consists of three biological lagoons arranged ia series, with
the last lagoon being heavily aerated and functioning as a polishing and cooling
lagoon. When discharging to the surface waters of Higqins Millpond via Outfall 001,
the wastewater flows through a chlorine contact chamber. However, when the effluent
is sprav 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. Ceriodaohnia and fathead minnow larvae must be used in the chronic tests
and a 96-hr static renewal acute test must use fathead minnow larvae, whereas the 40-
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	Final Permit
Expiration Date: July 27, 1993	Abstract Date: February 2, 1909
EFFLUENT LIMITS (FINAL)
MD0003247: Eastern Shore Rendering Company
Pollutants
Cutfell
Avg./Max. Limits and Units
Monitoring
Flow
001
monitor only
continuous
Fecal Coliform

—/200 #/100 ml
1/w
grab
Total Residual Chlorine

—/ < 0.1 mg/1
n
ft
Dissolved Oxvoen

5.0 mg/1 minimum
vt
ft
dH

6.0 - 9.0
. "
ft
BETWEEN APRIL 1 AND MOVE
1BER 30
PCP5

31.0/39.0 lb/d
l/w 24-hr norm
TSS

39.0/53.0
n
ft
Anmonia

1.9/17.5
n
W
Oil and Grease

13.0/20.0
n
grab
BEIWF.FN DECEMBER 1 AND MARCH 31
BOD5

90.0/180.0 lb/d
n
24-hr coirin
TSS

110.0/220.0 "
n
Vt
Ammonia

17.8/114.7
n
Vt
Oil and Grease

50.0/100.0
vt
grab
Flow
002
Avg. Monthly (GPD)/Total Volume (MGD)
._l/d_measured
January

74.800/2.32
Vt
Vt
February

80.700/2.26
It
Vt
March

66.800/2.07
n
Vt
April

96.000/2.88
n
vt
May

120.600/3.74
vt
vt
June

141.700/4.25
it
n
July

137.700/4.27
vt
n
Auaust

118.700/3.68
n
vt
September

119.300/3.58
«i
ft
October

102.300/3.17
VI
n
November

76.300/2.29
vt
n
December

74.200/2.30
it
n -
Total K-ieldahl. Nitrogen

—/18.9 lb/d
l/w
grab





-------
MD0054321: PaltimQre Q§S && 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). Blowdown 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
toxicity 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 ancl/or a Toxicity Reduction Evaluation may be required.
Effective Date: May 24, 1988	Final Permit
Expiration Date: May 24, 1993	Abstract Date: February 7, 1989
EFFLUENT LIMITS (FINAL)
MD0054321: Baltimore Gas and Electric Company
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
1/w estimate
Free Available Chlorine

0.2/0.5 mo/1 ( < 0.1 mo/l:ADr..Mav)
grab *
DH

6.0 - 9.0
n n
Flow
101
monitor only
\/y estimate
TSS

30/100 mo/1
" grab
0il and Grease

15/20 "
n n
Total Iron

—/1.0 "
** "
Total CoDoer

—/1.0
** "
dH

6.0 - 9.0
n "
Flow

monitor onlv
1/y estimate
Total Chromium (net)

—/0.2 mo/1
" grab
Total Zinc (net)

—/1.0
n n
Flow
002
monitor onlv
estimate
Total Residual Chlorine

—/0.2 ma/1 ( < 0.1 ma/liAor.. Mav)
" grab *








































~Monitoring required only on davs when chlorine is being used.					
**Monitoring required only when chemical metal cleaning wastewater is being discharged

-------
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 CFR 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. CXitfall 004 discharges runoff from a reclaimed refuse disposal
area and Outfalls 001 and 003 through 011 are the discharges from sediment basins.
which receive mine drainage from surface facilities associated with the deep mine.
Outfalls 003 and 011 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 011 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:
Final Permit
February 8, 1989
EFFLUENT LIMITS (FINAL)
MD0055182: Mettiki Coal Corp.
Pollutant?	Outfall
Avo./Max. Limits and Units
Monitoring
Flow
001.003.005
fill	monitor only
1/w estimate
IS3_
Total Iron
-/45 ma/1
3.0/6.0
2/m grab
Total Manganese
2,0/4,0
EH_
6.0 ~ 9.0
lZsi.
Flow
mi.
monitor only
continuous
T££_
30/45	mg/1
l/w 8-hr camp
Total Iron
1.0/2.5
Total Manganese
2.0/4.0
Total Nickel
monitor only
1/m
Total Hardness
EH.
6,0 - 9,0
continuous
Flow
JM.
monitor only
1/m estimate,
Settleable Solids
-/0.5 ml/1
grab
**
EEL
6.0 ~ 9.0
1Z<1
*Applies only when wastewater is acid or ferruginous mine drainage^.
**Sample shall be collected during or within 24 hrs following a precipitation event	
causing increase in the volume of the discharge. For precipitation events		
	greater than the 10-vr 24-hr storm, this outfall need only meet the above pH limits.

-------
ME0000639: LCP Chemicals and Plastics, Inc. is engaged in the manufacture of chlorine
caustic soda (SIC 2812) through the mercury cell process at its facility in Qrrington,
Maine. Bie facility is in the Inorganic Chemicals Category (40 CFR 415)/ and
discharge is to the Penobscot River from a single outfall. Outfall 001 consists of
cooling tower purge, stormwatar, nonoontact 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
BAT effluent guidelines, and at Outfall 001, mercury is limited according to the
previous permit limits, which are more stringent than effluent guidelines following
anti-hackslidinq provisions. There are no requirements in the permit for a BMP Plan or
bianoni taring.
Effective Dotes August 13, 1984	Final Permit
Expiration Date: August 13, 1989	Abstract Date: February 27, 1985
EFFLUENT LIMITS (FINAL)
ME0000639: LCP Chemicals and Plastics, Inc.
Pollutants	(Xitfall Aver./Max. Limits and Units
Monitoring
Flow
001
—/12.5 mad
continuous
Temperature
—/29 C
1/w grab
Mercury
0.085/0.19 lb/d*
1/d 24 hr ccmp
2/y** grab
Carbon Tetrachloride
report
T7d
EH
6.0 - 9.0
1/d average
Flow
001A
report
Mercury
0.0456/0.1048 lb/d*
1/d 24 hr ccmp
1/w '
TSS
146/292
Chlorine, Total Residual
0.87/1.46
I7df

E*L
6.0 - 9.0
~Gross values; do not account for influent mercury concentrations.
~~Monitor in May and October 	

-------
ME0001406: Mareroont Corporation, Saoo Defense Systems Division, in Saoo, 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 (40 CFR
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 landfillinq. Outfall
002 consists of nonoontact cooling water which flows intermittently when the water
recirculation system is inoperative. Both discharges are to Goosefare Brook: however,
the facility's discharge is over fifteen times the 7Q10 flow of Goosefare.
Preliminary approval has been made to move the discharge from 001 to the Saco River.
and 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 Saoo
River. Daily maximum limits in the previous permit were more stringent than effluent
guidelines therefore they were retained. Monthly average limits on some parameters
are added by BPJ based on past performance of the facility. The TTO limit is haaod on
BftT effluent guidelines and temperature and pH are limited by State certification
requirements to meet water quality standards. There is no BMP Plan or biomonitoring
requirement included in the permit.
Effective Date: May 13, 1985	Final Permit
Expiration Date: Not specified	Abstract Date: May 23, 1985
EFFLUENT LIMITS (FINAL)
ME0001406: Maranont Corporation
Pollutants	Outfall Avq./Max. Limits and Units
Flew
00im :—/0.25^
mgd
:continuous
TSS
:20/30
m/1
:l/w
ocrnp
Chromium, Total
:0.8/1.6
It
: "
•i
Chrcrnium, Hexavalent
:—/0.05 " : " «
Zinc
: —/0.3 " : "
Copper
:0.05/0.1 " : "
Nickel
:0.81/0.8 " s ••
Lead
:0.11/0.2
II
: "
it
Cadmium
:—/0.01
ll
: "
li
Aluminum
:0.1/0.2
M
: "
ii
Manganese
:0.5/0.1
II
• "
•
n
Oil and Grease
:—/10.0
II
: "
grab
Temperature
t—/29 C
II
: "
ii
TTO
:—/2.13
ma/1
:l/q
n
Silver
:0.02/0.04
n
:l/w
camp
PH
:6.0 - 8.5

:continuous
Flew
002 :—/0.029
mqd
• ~~
estimate
Temperature
/70 F

j
grab
Oil and Grease
:—/15
mg/1
•
ll
Copper
: report


li
Lead
• »
•

• ~~
ii
PH
:6.0 - 8.5

:l/d*^
ll

: :
11) Limits apply after ti
e-in to storm drain to Saco River.
~Dry weather flow.
~~During each discharge event.

-------
ME0002216: A.E. Staley Manufacturing Company located in Houltan, 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 Meduxnekeaq 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 nonoantact 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. Effluent limits 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 HPT
effluent guideline requirements. A BMP Plan and biomonitaring requirements are not
included in the permit.
Effective Date: February 23, 1984	Final Permit
Expiration Date: February 23, 1989	Abstract Date: April 26, 1985
EFFLUENT LIMITS (FINAL)
ME0002216: A.E. Staley Manufacturing Canpany
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
:
Flow
:
001
:0.04/— npd
:l/d
average
BCD
•
•

:126/189 lb/d
:2/w
camp
TSS
t

:63/126
• I*
ii
Fecal Coliform
:

:—/60 per 100 ml
:l/w
grab
pH
:

:6.0 - 8.5
:l/d
H
Flow
:
002
:0.05/— itqd
:l/m
estimate
Temperature
t

:75/— F
t "
grab

i

•
•



•
•

:
:


:

•
•
:


•
•

•
•
:


:

:
:


:

•
•
:


•
•

:
:


X

:
:


:

:
:


•
•

•
•
:


:

t
:


:

•
•



t

:
:


:

t
:


:

•
•
:


:

:
:


•
•

:
•
•

:	 : :

-------
ME0022985: Watts Fluidair, Inc., located in Kittary, 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 nancantact cooling
water, boiler blowdown, and process wastewater (from internal Outfall 010). 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 an TIO are based on BAT effluent guidelines in the Metal
Finishing Category (40 CETO 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 license are
more stringent than effluent guidelines limits. There is no BMP Plan or biomomtoring
requirement included in the permit.
Effective Dates May 1, 1984	Final Permit
Expiration Date: May 1, 1989	Abstract Date: May 23, 1985
EFFLUENT LIMITS (FINAL)
ME0022985: Watts Fluidair, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: :

Flew
001 : report
continuous
Temperature
:—/65 F
2/m grab
PH
:6.0 - 9.0
1/d
Flew
010 :—/600 gpd
continuous
TSS
:15/30 mg/1
2/m ccmp
Oil and Grease : :—/15 uq/1
grab
Copper
:100/200
" camp
Chromium, Ttotal
:100/200
It n
Chromium, Hexavalent
:—/50
" grab
Nickel

20/40
ccmp
Lead

9/20
•t II
Zinc

250/500
II It
Aluminum

250/500
tl H
TIO

—/2.13 mg/1
1/q grab
PH

7.0 - 9.0
l/d
















:














:


: :


-------
M00000281: St. Joe lead Company, located in Herculaneum, Missouri, is in the
Nonferrous Metals Manufacturing Category (40 CFR 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 acid plant; Outfall 002
consists of an emergency stormwater overflow of process water and stormwater limited a
a part of 001; and Outfall 003 consists of once-through noncontact cooling water.
Treatment is not specified. Zinc and lead limits are based on BAT effluent guidelines
in 40 CFR 421.73 (Subpart G, Primary Lead Subcategory) and 421.93 (Subpart I,
Metallurgical Acid Plant Subcategory). Flows not covered by the guidelines, including
stormwater runoff and noncontact cooling water, and limits on arsenic, cadmium and
copper for the lead portion of the process wastewater are based on EPJ. A report
investigating the feasibility of providing treatment facilities to capture, store, and
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	Final Permit
Expiration Date: November 22, 1989	Abstract Date: March 6, 1986
EFFLUENT LIMITS (FINAL)
M00000281: St. Joe Lead Ccmpany
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
: :

Flew
: 001
: monitor only
1/d 24 hr tota
TSS
•
•
s102.44/161.46 Ib/d
1/m 24 hr ocmp
Arsenic, Total
:
:4.73/15.49
" grab
Cadmium, "
:
:0.65/2.23
fi it
Copper,
:
:4.96/14.27
II «
Lead,
:
$1.06/3.12
• 1 H
Zinc, "
>
:3.42/11.37
II H
Sulfate
•
•
: monitor only
tl II
pH
:
s7.5 - 10.0
II II

: 002*
•
•

Flow
: 003
: monitor only
1/d 24 hr tota
Lead, Total
:
: "
l/m crrab
Zinc,
:
: "
M «
Copper,
•
•
• ••
•
II H
Arsenic, "
:
: "
II H
Cadmium, " : : "
II II
Temperature : :
1/d
cH
•
•
:6.0 - 9.0
1/w
: :

: : :

:
:
»

:
:
•
»
*Any discharge will be monitored and total flow reported. When discharges occur 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 blowdown, 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. CXitfall 003 discharges 76,333 gpd
from the west tract pond, which receives stormwater runoff from the plant process
area, to the River D§a Peres. During rainfall events, flow from Outfall 001, 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/recvcl ing. The
east tract runoff is also neutralized before being discharged. Effluent limitations
are based on EBI and the previous permit limits.. The permit contains a reooener
clause pertaining to changes in discharge conditions and unaddressed pollutants.
Effective Date: May 22, 1987	Final Permit
Expiration Date: April 15, 1992	Abstract Date: January 16, 1989
EFFLUENT LIMITS (FINAL)
M00000370: Carondelet Coke Corporation
Pollutants	ftltfall	Avg./Max. Limits* and Units
Monitorin?
Flow
002
monitor only
1/w 24-hr total
ISS.
30/100 ma/1 (8.41/50.5 lb/d
2/m 24-hr ccmp
Oil and Grease
15/20
(4.2/10,1
grab
Armenia
10/15
(2.8/7.6
24-hr corgp
Phenols (Total)
1.0/1.5
(0.28/0.76
.grab
Cyanide
OOP
n.05/0.075 ma/l (0.014/0.04
monitor only
" 24~hr cnnP
Sulfates
m.
6-0 - 9.0
	-	grab
1/w 24-hr total
Flow

monitor only
ISS.
30/100 rra/l	(19.1/91.1 Ib/d
2/m 24-hr crurp
Oil and Grease
Ammonia
15/20
(9.6/13x2.
grab
10/15
(6.4/13.7
24-hr comp
Phenols (Total)
1.0/1.5
(0.64/1.4
grab
n
Cyanide
0.05/0.075 ma/1 (0.032/0.068
QSXL
Sulfates
W	
monitor only
fl
6-0 - 9.0
24-hr comp
II
grab
~Monthly Averaae/Dailv Max.

-------
M00001121: ASARCO Incorporated, located in Glover, Missouri, is in the Nonferrous
Metals Manufacturing Category (40 CFR 421). Plant activities involve the production o
lead bullion (SIC 3332) resulting in discharges to Scrogqin Branch thence to Big Creek
The permit regulates three outfalls: (1) 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 BPJ 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. Hie 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 Dates April 12, 1985	Final Permit
Expiration Date: April 11, 1990	Abstract Date: March 6, 1986
EFFLUENT LIMITS (FINAL)
MD0001121: ASARCO Incorporated
Pollutants	Outfall Avq./Max. Limits and Units
Monitoring
Flew
002
1
1
1/d 24 hr tota
TSS

124.7/1623.9 lb/d
1/m grab*
Lead, Total :
0.41/10.19
H II *
Zinc, "

1.33/37.03
II II *
PH

7.5 - 10.0
II « *
Flew
003
monitor only
1/a 24 hr tota
BOD-5

30/45 mg/1**
" 24 hr canp
TSS :
30/45 " ~~
M
Fecal Coliform*** :
—/200 per 100 ml
tt H
E*L
s7.0 - 10.0
grab
Flew
Lead,
Total
Zinc,
Copper,
Arsenic,
Cadmium,
Temperature
EH
: 004 :monitor only
t—/90 F in receiving water****
7.0 - 10.0
24 hr tota
grab
*If discharge occurs.
~~Monthly average /weekly average.
~~~Limits applicable only during the recreational season (Apr. 1-Oct. 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 CFR 440). Outfall 001 consists of domestic wastewater
(0.0025 ragd) 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. Prom the tailings lake, the
wastewaters enter two s^Hi mentation ponds; final treatment occurs in the meander
system mentioned above. Wastewaters from the entire treatment system are discharged
from Outfall 002 to AHair 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 CFR 440.102(b), 440.103(b)). BQD-5
and temperature limits are EPJ 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: June 8, 1984	Final Permit
Expiration Date: June 7, 1989	Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
MD0001881: Frank R. Milliken Mine and Mill (Ozark Lead Canpany)
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring


:
Flow
001
monitor only*
1/y 24hr total
BQD-5

30/45 mg/1*
" grab
TSS

60/80 " *
" II
PH

6.0-9.0 *
li II
Flew
002
monitor only
1/m 24hr total
TSS

20/30 mq/1
grab
Copper, Total

0.15/0.30
II H
Zinc, "

0.50/1.0
II II
Lead, "

0.30/0.60 " 	
Mercury, "

0.001/0.002 " :l/v
Cadmium, "

0.05/0.10 " jl/g
Temperature

—/90 F in receiving water**
1/m grab
PH

6.0-9.0
M ||






:


:


:


:


•
•


•
•


:


•
•

: :
~Monthly averaqe/waekly 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 tffi Turkey Creek via Outfall 001. Any discharge
from the impoundments is treated by carbon adsorption. Uncontaminated stormwater is
discharged through CXitfall 002 to an unnamed tributary fcs. Short Creek. Effluent
limitations are based on BPJ. The permit contains a reopener clause pertaining to
unaddressed discharge conditions and pollutants.
Effective Date: Deceirber 4, 1987
Expiration Date: March 3, 1992
Abstract Date:
Final Permit
January 13, 1989
EFFLUENT LIMITS (FINAL)
M00002411: Vickers Incorporated
Pollutants
Outfall
Avq./Max. Limits and Units
Flow,
Monitoring
001 r 002.
monitor only
l/w 24 hr total
PCP5
lZm	grab
G3L
60/90 ma/1
I£3_
30/100
Oil and Grease
10/15
Zinc (Total)
monitor only
lZSL
Zinc (PiR.cinl
Barium (Total)
Cadmium "
Cvanide
Chromium
Nickel
LeasL
Arsenic
Carbon Tetrachloride
1,2~Dichloroethane
1,1,1-Tr ichloroethane
—/0.1 tnq/1
1,1-Dichloroethane
Qtl/Q.l,
2-Chloroethvlvinvl Rther
monitor only
Chloroform
1,1-DichloroethylenP
0.05/0.05 mg/1
1,2-Transdichloroet^yi
Ethvlbensene
Methylene Chlnrjfo
Tetrachloroethvlene
Toluene	
P.1/0.1
monitor only
Chloroethane
Vinvl ChloHrte
Trichloroethvlene
EH_
Qtl/Q.l	ma/1
0.05/0.05
0.05/0.05
6.0 ~ 9.0
I/JSL
~Monthly Averaae/rvmY

-------
M00002534: The National Starch an£ Chemical Corporation, located in North Kansas
City, produces modified corn starches and animal feeds (SIC 2046) and is in the Grain
Mills Category (40 CFR 406; Subpart A - Corn Wet Milling). Barometric and steepwater
condenser wastewater is discharged untreated at a rate of 5 - 7 MGD to the Missouri
River 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 (BPT) and BPJ. The permit contains a reopener clause for
changes in discharge conditions and pollutants not presently addressed.
Effective Date: Noveirber 21, 1986	Final Permit
Expiration Date: November 13, 1991	Abstract Date: January 13, 1989
EFFLUENT LIMITS (FINAL)
M00002534: National Starch and Chemical Corporation
pollutants	outfall Ayg./Max. Limits and Units
Monitoring
FlW
ML
ropnitpr only
l/w 24 hr total
BQP5
2448/7343	lfcZd-
24-hr camp

2937/11.748
Temperature
BH	
not to violate Water Quality Standard
6.0 - 9.Q	
grab.
~Monthly Averaae/Dailv 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
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 Ccwpany (Page 1 of 2)
Pollutants
Qutfsll
Avq./Max. Limits* and nnit-B
Monitoring
Flow
001
monitor onlv

1/m 24—hr total
COD

30/45 ma/1
(324/1 86 lb/d)
• 1/m arab
Chromium (Total)

0.10/0.IS "
(0.4/0.6 " )

Corner "

monitor only

. n n
Oil and Grease

5/10 ma/1
(21/42 lb/d)
• " arab
Temperature

**

, n n
Ammonia

monitor onlv

, « n
OH

***

. it n
Flow
002,004
monitor onlv

1/m 24—hr total
CCD

30/45 mq/l
(39/59 lb/d)
•1/m arab
Chromium (Total)

0.10/0.15 "
_JD.13/0.20 " )
• n 24-hr camD
Coooer

monitor onlv

. n n
Qil_and Grease

5/10 ma/1"
(6.5/13 lb/d)
: " arab
Temperature

**

, n n
Anmonia

monitor onlv

, n n
PH

***

, n n
Flow
003
monitor onlv

1/m 24—hr total
COD

30/45 mq/l.
(121/182 lb/d)
•1/m nrah
Chromium (Total)

0.10/0.15 "
(0.40/0.61 " )
. n 24-hr contD
Coooer

monitor onlv

, n it
Oil and Grease

5/10 ma/1
(20.2/40.5 lb/d)
• B nrab
Temperature

**

# II II
Anmonia

monitor onlv

,«• it
PH

***

. n n
Flow
005
monitor onlv

1/m 24—hr total
COD

30/45 nw/i
(21/32 lb/d)
:l/m crab
Chromium (Total)

0.10/0.15 "
(0.07/0.11 " )
: " 24-hr coitio
Copper

monitor only

# n n
Oil and Grease

5/10 ma/1
(3.5/7.1 lb/d)
• " arab
Temperature

**

.91 VI
Ammonia

monitor onlv

.11 If
Total Residual Chlorine

ft

t If VI
su-
it**
. *Monthly Average/Daily Max*	-———3—. . ^ . Qn p-
~*Anbient stream temperature not to vary more than 5 F and not to exC## W *'
~**No less than 6.0 and no greater than the PH Of the intake Wffltfrr.

-------
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
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	Final Permit
Expiration Date: June 30, 1993	Abstract Date: January 16, 1989
EFFLUENT LIMITS (FINAL)
M00004782: McDonnell Aircraft Company (Page 2 of 2)
Pollutants	outfall Ayg./Max, Limit?* and Unit?
Monitoring
Flow

monitor only
l/m 24-hr
£QB_
30/45 ma/1 (6.5/9.7 lb/d)
l/m—grab
Chromium (Total)
0.10/0.15
(0.02/0.03 " )
" 24"hr
Copper
monitor only
Oil and Grease
5Z12	mil	(1.1/2.2 lb/<3)
-grab
Tepperature
**

EH.
23.
monitor only
***
Flow
ML
monitor only
l/m 24-hr total
cm.
	dosZi	(ii7/i7$	im)
l/m arah
Chromium (Total)
0.10/0.15
(0.39/0.59 " )
" 24-hC CQfTB
Copper
monitor only
Oil and Grease
5/10 ma/1 (19.5/39 lb/d)
Temperature
**
grab
Ammonia
monitor only
Total Residual Chlorine
EtL
***
Flow
m.
monitor only
l/m 24-hr to<^]
£2L
30/45 ma/1 (119/178 lb/d)
Chromium (Total)
0.10/0.15
(0.40/0.59 " )
l/m	grab
24-hr coqp
Copper
nwnitpr only
Oil and Grease
5Z1Q	mil	(20/40 lb/d)
grab
Temperature
**
ftrcronia
monitor only
Total Residual Chlorine
EH	
***
~Monthly Averaqe/Dailv 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 pH of the intake water.	

-------
M00004863: The U.S. Department q£ Energy 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. Four
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	Final Permit
Expiration Date: April 14, 1992	Abstract Date: January 13, 1989
EFFLUENT LIMITS (FINAL)
M00004863: U.S. Dept. of Energy
Pollutants	outfaii
Ava./Max. Limits and Units
Monitoring
TSS (intake & effluent)

It
2/m 24-hr carro
Tenperature

not to exceed State Water Oualitv
" grab


Standard 10 CSR 20-7-031

pH

no lower than 6.0 and no higher than
n "


the dH of the intake water



no discharge allowed
" 24-hr como
Aluminum

monitor onlv
1/m grab
Barium

It
n n
Iron

VI
n n
Mercury

II
n n
Nickel

If
n n








































*Monthlv Averaae/Dailv May.

-------
M00093521: Laxcreen Company, Inc. located in Hayti, Missouri, manufactures and
fabricates anodized painted and non-anodized aluminum products (SIC 3354) and has a
single discharge point (Outfall 001) to an unnamed tributary to Ditch #4, Little
River, Ditches Basin. Hie facility is in the Aluminum Forming Category (40 CFT* 467).
Outfall 001 consists of process wastewater and boiler blowdown from two operations,
reporting the following average flow rates: paintline - 4,000 gpd; and anodizing -
8,000 gpd. Treatment processes include chromate reduction, pH adjustment,
precipitation and clarification. Sludge is dewatered by pressure filtration followed
by landfilling. 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	Final Permit
Expiration Date: October 11, 1989	Abstract Date: May 3, 1985
EFFLUENT LIMITS (FINAL)
M00093521: Laxcreen Company, Inc.
Pollutants	Outfall	Avq./Max. Limits and Units	Monitoring
:


Flow
001
report
1/q 24 hr tota]
Chranium, Tbtal

0.13/0.32 lb/d (1.3/3.2 nu/lM
qrab
Cyanide, " **

0.09/0.21 " (0.91/2.1 " *)
I' II
Zinc,

0.45/1.07 " (4.5/10.7 " *)
H tl
Aluminum, "

2.29/4.70 " (22.9/47.0 " *)
It II
TSS

30/45 ma/1
M II
Oil and Grease

—/15
H H
Chromium, Hexavalent :
report
i/y
Cadmium, Total :
H
•I »i
Copper,

II • H ||
Nickel, "

II j II H
Armenia as N

" : 1/q


•
•

: :


:


•
•


:








:


: :

~Equivalent concentrations based an .012 roqd flow, but not included in the permit.
~*If first sample per calendar year shews concentration less than 0.07 mq/1, and
cyanide certified not used in the aluminum process, no further monitoring is
required for that year.	

-------
MS0000191: The International Paper Company facility at Vicksburg, is in the Pulp. Pape
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 settlina/aeration. facultative extended aeration, and
B& adjustment. CXatfall 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	Final Permit
Expiration Date: July 30, 1992	Abstract Date: March 20, 1989
EFFLUENT LIMITS (FINAL)
MS0000191: International Paper Conpany
Pollutants	Outfall Avca./Max. Limits* and Units	Monitoring
Flow
001
monitor onlv
continuous
BCD 5

3803/7605 ka/d
2/w arab
TSS

8148/16.297 "
n n
pH

6.0 - 9.0
n «i
Flow
002
monitor onlv
continuous
Temperature

—/120 F
tt
































































*Paily average/daily maximum

-------
MS0000213: The International Paper Company, in Natchez, is in the Pulp. 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 EPT effluent guidelines. The permit
contains a standard reopener clause.
Effective Date: September 3, 1987	Final Permit
Expiration Date: June 30, 1992	Abstract Date: March 17, 1989
EFFLUENT LIMITS (FINAL)
MS0000213: International Paper Company
Pollutants	Outfall Avq./totr Limits* and Units	Monitoring
Flow
001
monitor onlv
continuous
BCD 5

11.776/22.619 kg/d
3/w 24-hr conp
TSS

21.393/39.734
n n
pH

5.0 - 9.0
n grab








































































*Dailv averaoe/dailv maximum

-------
MS0000574: Mississippi Chemical Corp., located in Yazoo 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
blowdown, and nonocntact 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 Pinery creek (103) thence
into the Yazoo River. Limitations for Outfalls 102, 103, and 003 are based on
Mississippi water quality 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 BAT effluent
guidelines for the ammonium nitrate, urea, and nitric acid subcategories
(418.33(a)(b), 418.43, 418.53 PR vol. 43. No. 81, April 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.
Effective Dates January 15, 1985	Final Permit
Expiration Date: December 31, 1989	Abstract Date: January 22, 1986
EFFLUENT LIMITS (FINAL)
MS0000574: Mississippi Chemical Corp.
Pollutants	Outfall Avq./Max. Limits»and Units	Monitoring
Flew
: 001
: report

scontinuous
BOD-5

»545/1227 kg/d
(10/22.6 na/l*M
:3/w 24 hr canp
Ammonia as N

*432/1023
(7.9/18.8 " **)
| II M
Dissolved Oxvoen

:> 6 mg/1

: " grab
Chromium, Tbtal

t

:l/w 24 hr camp
Temperature

J—/32.2 C

: continuous
PH

s6.0 - 8.5

s
Flow
: 101
treport

. «
•
TSS

t "

t2/m 24 hr canp
Nitrate as N

:171/530 ka/d
(75.3/233 mg/1**)
^ it >1
Organic Nitrogen (as N)

:140/263
(61.7/116 " **)
2 ii tt
Flew
:102,103
(report

:l/w instant
BOD-5

»30/45 no/1

:l/m 8 hr canp
TSS

s30/45

#	It II
•
Residual Chlorine

:0.1-1.0

sl/w grab
PH

:6.0 -8.5

sl/m
Flew
» 003
:report

j continuous
BOD-5

»30/45 mg/1

:l/m 8 hr canp
TSS

:30/45

j II "
Residual Chlorine

*0.1-1.0

:l/w crrab
PH

:6.0 — 8.5

:l/m
~Daily average/daily maximum
~~Equivalent concentrations based on 14.35 mgd (001) and 0.599 mgd (101) flews, but
not included in permit.				

-------
MS0000671: TgxtCPn 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 guidelines.
Oiarterly 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 no dumping of concentrated toxic organics
into the wastewater. The permit also contain a standard reopener clause.
Effective Date: June 8, 1987	Final Permit
Expiration Date: June 7, 1992	Abstract Date: March 20, 1989
EFFLUENT LIMITS (FINAL)
MS0000671: Textron, Inc., Randall Division
Pollutants	Outfall	Ava./Max. Limits* and Units
Mpni taring.
INTERIM LIMITS EFFECTIVE UNTIL FEBRUARY 14. 1989
Flow
001
monitor onlv
continuous
Hexavalent Chromium

0.17/0.35 kg/d
(0.05/0.10 ma/1)
1/w 24-hr coirm
TSS

104.6/209.3 "
(30/60
)
II
ft
Oil-and Grease

(10/15 " )
1/y
ft
Copper (Total)

(2.07/3.38 - )
II
ft
Silver "

(0.24/0.43 " )
n
ft
Cadmium "

fO.26/0.69 - )
f«
ft
Lead

(0.43/0.69 " )
n
ft
Zinc "

5,2/9.1 kg/d
(1.48/2.61 -
)
n
ft
Total Toxic Organics

—/7.4
( /2.13
)
tt
ft
Nickel (Total)

8.3/13.9 "
(2.38/3.98 "
)
ft
ft
dH

6.0 - 9.0
l/w
grab
Chronic Toxicitv

NOBC > 35% effluent
1/g
Dissolved Oxvaen

5.0 ma/1 minimum
l/w
grab
FINAL LIMITS EFFECTIVE FEBRUARY 15. 1989
Flow
001
monitor onlv
continuous
Total Chromium

0.699/1.40 ka/d
(0.370/0.740
ma/1)
l/w 24-hr corrm
Hexavalent Chromium

0.061/0.121 "
(0.032/0.064
n \
ft
VI
TSS

56.7/113,5 "
(30/60
fl \
ft
tt
Copper (Total)

0.036/0.072 *
(0.019/0.038
tt \
1/v
ft
Silver


(--/ <0.01
n \
ft
It
Cadmium "

0.004/0.008 "
(0.002/0.004
n \
II
It
Lead

0,008/0,015 "
(0.004/0.008
tt \
n
n
Zinc "

0.255/0.511 "
(0.135/0.270
n \
n
n
Total Toxic Organics


(—/2.13
ft \
ft
it
Oil and Grease

18.9/28.4
(10/15
tt \
ft
it
Nickel (Total)

0.308/0.617 "
(0.163/0.326
n \
ft
n
dH

6.0 - 9.0
l/w
grab
Chronic Toxicitv

NOBC < 35% effluent
1/g
Dissolved Oxvgen

5.0 ma/1 minimum
l/w
grab




*Dailv averaoe/dailv maximum

-------
MS0001775: Morton Thiokol. Inc. of Moss Point, is in the Organic Chemicals. Plastics.
and Synthetic Fibers Category (40 CFR 414), and manufactures 100,000 lb/d of
polysulfide, polyurethane, and polybutadiene rubbers; acrylates; and miscellaneous
chemicals (SIC 2822,2819, 2821, 2869). Wastewaters are collected separately through
out the plant. Non-process wastewaters consisting of 0.86 MGD 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 BPJ in the
absence of promulgated effluent guidelines. Results of water quality modelling
performed on the Escatawpa River allocated 100 lb/d BCD and no ammonia to Thiokol.
CCD is based on a CCDsBCD ratio of 5.0, with a variability factor of 1.5 for BCD
and CCD. 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 and aquifer above the injection zone in accordance with a specified
schedule.
Effective Date: September 1, 1986	Final Permit
Expiration Date: August 31, 1991	Abstract Date: March 24, 1989
EFFLUENT LIMITS (FINAL)
MS0001775: Morton Thiokol, Inc.
Pollutants	Outfall	Avg./Max. Limits* and Units	Monitoring


M jy *'MA • +* WUA WW	VUAWW

Flow
001
monitor onlv
continuous
BCD 5

45/68 ko/d
3/w 24-hr coiro
TSS

91/182 "
it it
CCD

227/340 "
it it
Temperature

—/39 C
continuous
Dissolved Oxygen

5.0 mg/1 minimum
3/w grab
dH

6.0 - 9.0
continuous
Flow
002
—/0.0075 MGD
3/w instant.
BCD 5

—/30 na/1
1/m 24-hr corno
TSS

—/30
n »
Chlorine Residual

—/1.0 "
5/w grab
Fecal Coliform

—/400 */100 ml
1/tn
oH

6.0 - 9.0
Vw
































*Dailv average/dailv maximum

-------
MS0001783: Bryan Foods, 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- and
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 xngd). Treatment
includes an anaerobic lagoon followed by a two-stage activated sludge plant, followed
by chlorinatian and post-aeration prior to discharge. Limitations for TSS and fecal
ooliform are based an BPT effluent guidelines (40 CFR 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 Date: August 15. 1984	Final Permit
Expiration Date: March 31, 1989	Abstract Date: January 15, 1986
EFFLUENT LIMITS (FINAL)
MS0001783: Bryan Foods, Inc.
Pollutants	Outfall Avq./Max. Limits*and Units
Flow
001
report


: continuous
BOD-5

114/227 kg/d
15/30
ma/1
:l/w 24 hr oano
TSS
:222/444


» "
H
Armenia, Nitrogen

45/91
6/12
TO/1
: "
II
Oil & Grease

76/152
10/20
M
•	»i
•
qrab
Fecal Coliform

—/400 per 100 ml


•	it
•
m
Dissolved Oxygen

>5.0 ma/1


: "
it
Total Chlorine Residual

0
J-»
1
i-»
o


• "
•
H
Temperature

—/32.2 C


•	H
•
H
PH

6.0 - 8.5


: "
H


•
•


:

:


•
•


i
«
~


*
•



~


•
•






:






«
•






I

: :	:
•
•
:
:
•
•
•
•
•
•
~Daily average/ daily maximum

-------
MS0001970: Vista Polymers in Aberdeen, is in the Organj.g Chemical?# Plastics. £q£
Synthetic Fibers Category (40 CFR 414). The production capacity at the facility is as
follows: 480 million pounds/year of P\£ resin; 73 million pounds/year of P\C dry
blend; 65 million pounds/year of P\C compound; and 25 million pounds/year of
Plasticizer (SIC 2821, 2869). There are four discharges to James Creek. Outfall 001
consists of 1.47 MGD of process wastewater treated by an API separator, settling
basins, and aeration lagoons. Outfall 002 discharges 0.12 MGD of stormwater runoff;
(Xitfall 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 EPJ
determination of the effluent limits at Outfall 001 are results from an organic
loading model 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, using Ceriodaohnia 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




Flow
001
monitor onlv
continuous
BCD5 (winter)

196/364 kg/d (32/43 ma/1)
1/w 24-hr comD
(simmer)

163/338 " (26.5/40 " )
n n
CCD (winter)

664/1233 "
n n
(summer)

551/1147 "
n »
TSS

306/635
n n
Temperature

—/35 C
" grab
Ammonia

6.1/12.7 kg/d
" 24-hr comD
Bis 12 ethvlhexvl) Phthalate
monitor onlv
1 /9
Di-N-Octyl Phthalate

•t
n n
Vinyl Chloride

91
" arab
pH

6.0 - 9.0
1/w
Flow
002. 003
monitor onlv
7/m instant.
Temperature

—/35 C
grab
TSS

100/200 no/1
comp
Chromium (Total) **

1.0/2.0
1/m grab
Zinc " **

0.5/1.0
n n
Chlorine. Residual **

0.2/0.2
n it
pH

6.0 - 9.0
it it
Flow
004
monitor onlv
2/m instant.
Temperature

—/35 C
grab
pH

6.0 - 9.0
1/m








*Dailv averaoe/dailv maximum
~~Limited only when materials containing these pollutants are addPd 1-o the CPPlinq
water.							

-------
MS0002020: Sterling Drug, inc. located in Gulf port, 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 calces and powders, and aluminum hydroxide
cakes. The facility is in the Pharmaceutical Manufacturing Category (40 CTO 439) and
there is one discharge, from Outfall 001, to an unnamed tributary to Brickyard Bayou.
Ihe 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
adjustment. Effluent limitations in the permit are based on BPT effluent guide"! -inop
in the Mixing/Compounding 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 incluie
limits and monitoring requirements for this parameter. There is no biomordtoring
reqirement or BMP Plan included in the permit.
Effective Date: June 1, 1984	Final Permit
Expiration Date: March 31, 1989	Abstract Date: May 29, 1985
EFFLUENT LIMITS (FINAL)
MS0002020: Sterling Drug, Inc.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
: : :
Flew	: 001 : report 	: continuous
Temperature	:	: 35/37.8 C	:2/m grab
TSS	:	: 16/32 kg/d 25/50 mq/1	: " 24 hr rarp"
Aluminum, Total
: report

:l/m
CORD
Sulfate
: "

t M
N
PH
:6.0 - 9.0

:2/m
grab

: :

: :

: :
:
:
t	:
: 	:
i	:
t	t

-------
MS0002232: The Efijx 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 lb/d of titanium oxide by a proprietary chloride
process (SIC 2816), 314,400 lb/d of sodium chlorate by an electrolytic process (SIC
2819), and 60,600 lb/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
Creek thence into Mckinley Creek thence into the Tombigbee River. Outfall 201
discharges 3.13 MGD of treated process wastewater directly into the Tombigbee River.
Wastewater treatment consists of neutralization, precipitation, and sedimentation.
The effluent limitations are based on the g£T effluent guidelines (415.663, 415.223,
and 424.63). Acute toxicity tests are required at Outfall 201 on a quarterly basis
for the first year and semi-annually thereafter. The tests, employing both fathead
minnows and Daphnia pulex. must determine the 96-hr LC50 of the effluent. Should the
LC50 be less than 14.25%, one confirmatory test is permitted. If the confirmatory
test indicates an LC50 less than 14.25%, a Toxicity Reduction Evaluation will be
required. The permittee must comply with the State approved BMP Plan for stormwater.
The permit contains a standard reopener clause.
Effective Date: February 9, 1988
Expiration Date: February 8, 1993
Abstract Date:
Final Permit
March 27, 1989
EFFLUENT LIMITS (FINAL)
MS0002232: Kerr McGee Chemical Corporation
Pollutant,'?
Outfall
Avg./frax. Limits* and Units
Monitoring
Flow
101

Manganese

J..5/3.0 ma/1
• 1 A*? nntrrm
Temperature

1 —"	 t ifcf TT VY-iiy
	/38 C •r*f\nh lrMiAne
Phenols. Total

monitor onlv
• 1 An rtrah
PH


Flow
201
monitor onlv
• n
TotaJ^Besidual CM or in*

JIt34/0.59 ka/d «l/uj nrah


2066/7259 »

Chromium (Total1

9.3/17.7 "
. n n
Antimony

0.31/0.61
. n n
Phenols »

42.3/59.1 "
monitor onlv
# w n
•1/m nrah
Ammonia

93.2/186.8 k aM
• 1/w OA-hr orwTtr*
PH

D«U "" 9.U l'nnrwic
Acute Toxicitv

96-hr IC50 > 14-25*



















-7—		,



-------
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 001 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 fiil 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 Toxicity
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:	Draft Permit
Expiration Date:	Abstract Date: March 28, 1989
EFFLUENT LIMITS (FINAL)
MS0002925: Mississippi Power Company - Jack Watson Plant
Pollutants	CVltfall AV9t/MaXt limits* and Units	Monitoring
Flow
001
monitor onlv
continuous
Tenperature

fl
n
dH

it
l/w grab
Flow
002
n
continuous
Total Residual Chlorine

—/0.20 mg/1 (instant, max)
l/w mult, arah
Time of Chlorine Addition
120 minutes/unit/dav
1/d duuid logs
Temperature

32.2 C (monthlv ava at edge of
continuous


mixing zone)

dH

monitor onlv
l/w grab
Flow
003
n
continuous
TSS

30/100 ma/1
l/w grab
Oil and Grease

15/20
n n
PH

monitor onlv
n if
Flow
004
fl
l/w instant.
Free Available Chlorine

0.2/0.5 ma/1
" mult, grah
Zinc (Total)

1.0/1.0 " **
" 8-hr comp
Chromium "

0.2/0.2 " **
n n
Time of Chlorine Discharge
120 minutes/unit/dav
" mult, grah
dH

monitor onlv
" grab
Flow
005
n
continuous
TSS

30/100 mg/1
l/w 8-hr cornn
Oil and Grease

15/20 "
" grab
dH

6.0 - 9.0
ii n
Flow
012
monitor onlv
continuous
Conner (Total)

1.0/1.0 ma/1
2/d arab
Iron "

1.0/1.0 "
n n
dH

monitor onlv
i/d




*Dailv averaqe/dailv maximum . , _ ..
**Monitoring required only when maintenance chemicals containing these Pollutants are
added to the recirculating cooling water.			_

-------
MS0002941: The Georgia - Pacific Corporation plant in Monticello is in the Unbleached
Kraft Subcategory of the Pulp. Paper. and Paperfr?ar<3 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 Pearl River through Outfall 001.
Treatment consists of primary clarification with sludge used as boiler fuel, strong
waste equalization and dewatering, 90 acres of extended aeration activated sludae
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 wasteload 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 lbs/day allowed for particular production rates. The permit also contains
a standard reopener clause.
Effective Date: January 26, 1988	Final Permit
Expiration Date: January 25, 1993	Abstract Date: March 22, 1989
EFFLUENT LIMITS (FINAL)
MS0002941: Georgia - Pacific Corp.
Pollutants	(Xjtfall Ayg,/Maxt frimits* ar><3 Pnits
Monitoring
J-1-U'U.J.O rj? r il VIL UI.V±.L.Ll ft
Flow
J.W1N EM fUI\ ur^' ^ istvl
001 jmonitor onlv
continuous
BCD 5
•5562/11.124 ka/d
S/w 24-hr como
TSS
:11.918/23.836 "
n n
Pentachlorophenol
i—/1.15
X/m qrak	
Tr ichlorophenol
•—/1.05 "
it n
dH
.fi n - o n
2/m " _
T.TMTTS WPTT"TT\7P WTO Domrr-TTrM PafRQ RT^TWPN 91 flR TYINK/n ANT) 3000 TONS/D
Flow
001 :monitor onlv
continuous
BCD 5
:consult BCD5/)Production Curve
R/w 24-hr como
TSS
A ii it n «t <
n n
Pentachlorophenol
n n n it
when used/grab
Tr ichlorophenol
n n n n
" "
PrndnrHnn Rat-P fAir nri«v^ -monitor onlv
.1/m average
PH
i :6.0 - 9.0 	¦
i2/m q cab	
r.TMT»PR PWTTTTVP FOR PPmrrTTnN RATRS FnriAT. TD 1000 TONS/D
Flow
001 2monitor onlv
continuous
BCD 5
;7620/15.240 ka/d
5/w 24-hr como
TSS
:16.330/32.659 "
tt «
Pentachlorophenol
!—/1.6
whPn used/grab
Tr ichlorophenol
s—/1.4
n H
PH
S6.0 - 9.0
2/m arab
*PaiXy average/daily maximum

-------
MS0003042: The Masonite Corporation, of Laurel, is in the Timber Products Processinn
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 laaoons. and stabilization ponds. Mass limits on BCD5 and TSS at
Outfall 001 are based on the revoked BCT guidelines (40 CFR 429.62, revoked February
17, 1982). BCD5 is further limited by a water aualitv-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	Final Permit
Expiration Date: December 31, 1992	Abstract Date: March 24, 1989
EFFLUENT LIMITS (FINAL)
MS0003042: Masonite Corporation
Pollutants	Outfall ftvg./Hax, Limits* Units	Monitoring
Flow
001
monitor onlv
continuous
BCD5 ~~

3685/8870 ka/d
1/w 24-hr conp
TSS

—/20.789
»• n
Temperature

—/35 C
" arab
Dissolved Oxvaen

monitor onlv

pH

6.0 - 9.0
1/w grab
TSS. BCD5. dH
002.003
monitor onlv
1/a




~~Absolute maximum limits, bcd5 is also limited bv the equation: L = CON
where: L = Allowable Dailv Maximum BCD5

O - streamflow at Laurel gauae (cfs)

T = temperature (Celsius)

when O < 35 cfs. C = antiloo T3.209 - 0.0264 Tl

N = antiloo TO.00248 T - 0.4811



when 35 cfs < O < 100 cfs. C = antilog T3.059 - 0.0174 Tl

N = antiloo T-0.356 - 0.00536 Tl



when 0 > 100 cfs. C = antiloo TO.00651 T + 1.8771

N - antiloo TO.0473 - 0.01042 Tl



~Daily averaae/dailv maximum

-------
MS0003212: Corhart Refractories Corp., in Pascagoula, Mississippi/ manufactures
nanclay steel furnace refractories (SIC 3297)/ specifically magnesite-chrome 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 001 and 002 consist of process
and sanitary wastewaters, respectively. Limits at 001 are based on BPJ 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, arvd 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	Final Permit
Expiration Date; March 31, 1989	Abstract Date: April 28, 1986
EFFLUENT LIMITS (FINAL)
MS0003212: Corhart Refractories Corp.
Pollutants Outfall Avq./Max. Limits* and Units Monitoring
	 i	:		:	
Flow
001
: monitor only

:1/d**
TSS

:199/397 kq/d
50/100 mq/1
:l/w qrab
pH t
:6.0-9.0

{ H »
Flew
002
: monitor only

j " instant
BOD-5

:30/45 mq/1

snot specified
TSS :
:30/45 mq/1

j » "
Fecal Coliform

*200/400 per 100 ml

g ii »
Total Residual Chlorine

:Not greater than 1.0 mg/1
:2/w qrab
Effluent pH,Dissolved Qxyqen
:monitor

j II H
30 min. sludge settleability
:

:
PH

:6.0-9.0

:not specified


:

:


i

:


j

:


:

:


:

•
•


:

•
•


:

:


:

:


:

:


:

•
•
~Daily average/daily maximum.
~~Inline flew meter.

-------
MS0026140: R & R Processors. Inc. of Carthage, is in the Poultry Processing
Subcategory 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 ail and. grease separation, anaerobic lagoon treatment and aerobic
laaoon treatment prior to discharge from Outfalls 001 and 002 (0.2 MGD) to a water
quality-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 BCD5 (60
lb/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	Final Permit
Expiration Date: June 30, 1990	Abstract Date: March 24, 1989
EFFLUENT LIMITS (FINAL)
MS0026140: R & R Processors, Inc.
Pollutants	Outfall	Aygt/Mflxt limits* and VnitS	Monitoring
•
•


Flow 001.002**
monitor onlv
continuous
BCD 5

29/58 mg/1
2/w 8-hr comp
Ammonia Nitrogen

17/34
n ti
Oil and Grease

5/10
" grab
TSS

55/110 "
" 8-hr comp
Fecal Coliform

—/400 #/100 ml
" grab
Total Chlorine Residual

0.1 (minimum)/1.0 (maximum) ma/1
VI ft
Dissolved Oxygen

6.0 ma/1 minimum
n vi
pH

6.0 - 8.5
vt n




























~Daily averaae/dailv maximum			
**Total Plant Discharge: the sum of the values determined bv sampling each outfall
for each regulated parameter, except Fecal Coliform.

-------
MS0027995: Csdat Chemical corporation, of Vicksburg, is in the Pesticide
Manufacturing Category (40 CFR 455; Subpart A) and the Fertilizer Manufacturing
Category (40 CFR 418). The facility produces 2-sec-butyl Dintrophenol (DNBP -
24,000 lbs/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 blowdown, and
stormwater runoff. Outfall 002 consists of wastewater from the potassium nitrate
production area, cooling water, boiler blowdown, 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 rate 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. &iarterly 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) Daohnia magna. The permit contains a standard reopener clause.
Effective Date: October 6, 1986	Final Permit
Expiration Date: June 30, 1991	Abstract Date: March 20, 1989
EFFLUENT LIMITS (FINAL)
MS0027995: Cedar Chemical Corp.
Pollutants	Outfall Avg./frlax. Limits* and Units	W?nit9Einq
Flow
001
monitor onlv
continuous
BCD 5

61/280 kg/d
7/w 24-hr como
TSS

68/231 ¦
n
n
DNBP

1.4/2.7 " (0.4/0-8 ma/1)
n
it
Toxaphene

0.005/0.27 " (0.0015/0.0075 ma/1)
1/a
i«
Flow
002
monitor onlv
continuous
Nitrate

2727/5455 ka/d
2/w 24-hr como
Flow
003
monitor onlv
continuous
Nitrate

2868/5736 kg/d
2/w 24-hr como
Chlorides

monitor onlv
1/a
n
Total Dissolved Solids

n
n
n
Ammonia

n
n
n
Total Residual Chlorine

n
n
n
Free Available Chlorine

n
n
n
Toxaphene

vt
ft
ii
DNBP

n
n
n
dH

6.0 - 9.0
2/w
grab
Flow
004
monitor onlv
instant./batch
DNBP

0.04/0.08 ma/1
1/w
COIP
2.4-Dinitrophenol

0.05/0.10 "
n
tl
dH

6.0 - 10.0
l/w
grab




~Daily averaoe/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 recirculate
to the scrubber supply pond 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	Final Permit
Expiration Date: September 27, 1991	Abstract Date: March 21, 1989
EFFLUENT LIMITS (FINAL)
MS0028258: South Mississippi Electric Power Association
Pollutants	Outfall	Ava./Max. Limits* and Units
Monitoring
Flow
002
monitor only
continuous
Temperature
—732 C (—790 F)
TSS
327/1089 kg/d	(30/100 mg/1)
1/w 24-hr cpnp
Oil and Grease
164/218
(15/20
_L
grab
eh_
6.0 - 9.0
continuous
Flow
004
monitor only
Free Available Chlorine
0.2/0.5	w/1	
1/w mult, grab
Time of Total Residual Chlorine
Not to exceed 120 minutes

pH.
6.0 - 9.0
1/m	grab
Flow

monitor only
1/d instant.
TSS
—/50 ma/1
1/M	arab
EEL
6-0 - 9.0
Flow
J2Q6.
—/0.1444 MGD
continuous
T£S_
15,4/54,5	Kg/d (3QAQQ	w/1
2/w 24-hr crarp
Dissolved Solids
(74Q/15QQ
Oil and Grease
8.2/10.9	Wd	(15/20
grab
copper (Total)
0-19/0.19
(iUP/l.Q
24-hr comp
iron
0.19/0.19
(l.Q/ltQ
EEL
6.0 - 9.0
grab,
*Dailv average/dailv maximim
**Neither Free Available nor Total Residual Chlorine mav be discharged for more than
two hours/dav and not more than one unit mav discharge at anv 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 of
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 screening, primary and secondary
clarification, and extended aeration. The effluent limitations are based on the
categorical effluent guidelines. BCD5 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	Final Permit
Expiration Date: June 7, 1992	Abstract Date: March 23, 1989
EFFLUENT LIMITS (FINAL)
MS0031704: Leaf River Forests Products, Inc.
Pollutants	Outfall	Avg./tiax. Limits* and Units	flgnitPrinq
Flow
001
monitor onlv
rnnt- inuous
TSS

10.729.7/20.555.9 kg/d
5/w 24-hr comD
BCD 5

range of 3300 lb/d and 13.700 lb/d
if n


(flow and terroerature deoendent)

Cadmium (Total)

monitor onlv
1/m 24-hr comD
Chromium "

II
n ft
pH

6.0 - 8.5
rontinuous
Flow
002
monitor onlv
1/q instant.
BCD 5

30/45 mg/1
" 24-hr como
TSS

30/45
If If
Fecal Coliform

200/400 #/100 ml
" grab
Total Residual Chlorine

1.0 ma/1 maximum
Vc
dH

6.0 - 8.5
ii n




































*Dailv average/dailv maximum

-------
MT0000035: Stone Container Corporation operates a kraft pulp and paperboard mill (SIC
2621) near Missoula. This facility is in the Pulp. Paper, ansi Paperboarti Category
(40 CFR 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
basin, 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: = 5Qr - 0.1855 Sc/C^ where
= allowable direct discharge flow (cfs); 5 = the instream color standard 5 SCU
allowable increase; Qr = Clark River flow (cfs); Sc = color (in lb/d) contributed to
the river from pond seepage (current data has shown a good estimate of this number is
50,000 lb/d); C^ = color in the direct discharge (SCU); 0.1855 = conversion factor to
convert lb/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.O. 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	Final Permit
Expiration Date: September 30, 1991	Abstract Date: March 8, 1989
EFFLUENT LIMITS (FINAL)
MT0000035: Stone Container Corp.
Pollutants	CMtfal], Aygt/ttaxt Limits and Vnits	Monitoring
•


Flow 001.002.003
monitor onlv
continuous
Color

5 SCU (Net increase)
1/w arab
TSS

162/312 ma/1
" comD


5.7 lb/ton of off-machine production



Annual load < 2.500.000 lbs.



3-yr runnina ava: < 2.000.000 lbs.

BCD 5

87/161 ma/1
" comD


3.0 lbs/ton of off-machine production



Annual load < 2.100.000 lbs.

Total Nitroaen

monitor only
" orab
Total Phosphorus

II
ft II
Temoerature (River)

65 F maximum
If ft
pH

6.0 - 9.0
n n
Flow
004
monitor only
" instant.
Teirperature

98 F maximum
n n
dH

monitor only
" orab





















-------
MT0000248: Hollv 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 lbs 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
ponds. 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/HPT based on the effluent
guidelines.
Effective Date: April 22, 1985	Final Permit
Expiration Date: March 31, 1990	Abstract Date: March 7, 1989
EFFLUENT LIMITS (FINAL)
MT0000248: Holly Sugar Corp.
Pollutants	Outfall Avg./Max. Limits and Units	^tutoring
Flow
001
monitor onlv
3/w instant.
BOD (Net)

2598/3897 lb/d
1/w comD
TSS

2598/3897 "
n w
Fecal Coliform

—/400 #/100 ml
" grab
Temperature

Not to exceed 90 F
" instant.
oH

6.0 - 9.0
" grab




























































*Avg. Daily/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 Petrolen^
Refining Category (40 CFR 419) and has a production rate of 50,000 bbl/day crude
throughput. Outfall 001 (1.7 MGD) consists of sanitary wastewater and process
wastewater. Treatment includes an ML separator. equalization ponds, an aerated
lagoon and three stabilization/polishing ponds. Waste sludge is land applied.
Outfall 002 (40 MGD) discharges noncontact cooling water that is treated by
sedmentation 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, sulfide, total and hexavalent chromium are BAT. Except
for total and hexavalent chromium, the limitations are based on those from the
previous permit plus stormwater credit, (garterly 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	Final Permit
Expiration Date: October 31, 1993	Abstract Date: March 7, 1989
MT0000477: Exxon Company
Pollutants
EF]
f, USA
Outfall
FLUENT LIMITS (FINAL)
Avg. Max. Limits and Units
Monitoring
Flow
001
monitor onlv
continuous
BCD 5

346/647 lb/d
1/w arab
TSS (net)

430/675
ti n
COD

2224/4397 "
n tt
Phenolic Compounds

1.98/7.23 "
n n
Ammonia

284/625 "
n n
Sulf ide

2.74/6.15 "
» n
Total Chromium

2.31/6.66 "
l/m
Hexavalent Chromium

0.36/0.44 n
n ii
Oil and Grease

156/294.3 " (10/15 ma/1)
1/6 visua]
dH

6.5 - 9.0
" arah
Flow
002
monitor onlv
" instant.
Oil and Grease

10/15 ma/1
grab
Temperature

monitor only
" max. & mir],
dH

6.5 - 9.0
" grab









-------
MT0026336: Frontier Metals operates a precious metals flotation mill near White
Sulfur Springs. The facility is in the Base and Precious Metals Subcategory of the
Qre 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
ponds before being recirculated. There is only a discharge to an unnamed tributary to
Hot Sprinas Creek 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 BP J. and the
remaining parameters are limited according to the water quality of Hot Springs Creek.
Effective Date: March 25, 1987	Final Permit
Expiration Date: November 30, 1991	Abstract Date: March 7, 1989
EFFLUENT LIMITS (FINAL)
MT0026336: Frontier Metals
Pollutant
Outfall
Avq./taax. Limits and Units
Monitoring
Flow . nnn


Cadmium (acid soIuMpI .
.monitor on|y
0.003 ma/1
fdailv svn.)
l/d
2/w
instant,
arah
Lead " " .
0.01
•t
n
n
it
Arsenic " " .
0.005
n
n
n
VI
Zinc " » .
0.01
ti
n
VI
n
CoDDer " » .
0.01
R
n
91
it
Mercurv " " .
0.001 "
tl
n
n
VI
Cyanide (ASTM Meh.hnrt P) .
0.05 "
91
n
it
n
TSS
20 "
n
vv
n
VI
Qil and Grease. .
10
n
tt
it
it
dH .
6.0 - 9.n
n
it
SDfiGific Conductance
monitor onlv
n
n




























-------
NC0000892: Chembond Corporation manufactures urea-formaldehyde resins and phenol-
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
Category (40 CFR 414). Hie 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
pimp, and sludge drying beds. Effluent limitations in the permit are a BPJ
determination of treatment technology at the facility with guidance from proposed
effluent guidelines in this category. Requirements for biomonitaring and a BMP Plan
are not included in the permit.
Effective Date: February 1, 1985	Final Permit
Expiration Date: January 31, 1990	Abstract Date: June 10, 1985
EFFLUENT LIMITS (FINAL)
NC0000892: Chamborvd Corporation
Pollutants
Outfall
Avg./frfax. Limits and Units
Monitoring
Flew
001 :0.1/—
mqd

:continuous
BOD-5
:68/147
kg/d
(179/388
mq/1*):1/w ccmp
COD
:830/1460
II
(2189/3851
» * ) . » II
TSS
:63/120
M
(166/316
•• *). ii ii
Phenols
:480/480
uq/1

• tl ii
Formaldehyde
: report


:l/m "
Phosphorus, Total
: "


:2/y
Nitrogen,
EH
6.0 - 9.0
:l/w grab
~Equivalent concentrations based an 0.1 mgd flow, but not included in the permit.

-------
NC0003450: J.P. Stevens and Company, Inc., operates two side-by-side plants: the
Carter and Holly 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 CXitfall 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 an 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	Final Permit
Expiration Date: September 30, 1989	Abstract Date: May 30, 1985
EFFLUENT LIMITS (FINAL)
NC0003450: J. P. Stevens and Company, Inc.
Pollutants
Outfall
Aver./Max. Limits and Units
Monitoring
Flow
001
report
1/w instant
Temperature
—/32 C
_grab_
Zinc*
report
E*L
6.0 - 9.0
1/m
Flow
BOD-5 (4/1 - 10/31)
002
5.0/— mqd
continuous (1)
BOD-5 (11/1 - 3/31j
8712
"PA
1/d ocmp (3)
16724
" (3)
TSS
907/1814 kq/d (47.8/95.7 no/l**T
1/w ocmp (1)
COD
3229/6657
(170.3/351.2
» **
L
121
Chrcmium, Total
100/200 ug7l
Ammonia Nitrogen
1.0/2.0 to/1
" (U
Phenol
4.16/8.3 kq/d (0.22/0.44 xca/l**)
grab
Sulfide
8.3/16.6
(0.44/0.88
» **
121
Fecal Colifoxm
1000/2000 per 100 ml
"
Dissolved Oxygen
6.0 mq/1 minimum
1/d " 12)
Temperature
report
" 12)
Zinc
1/w ocmp
Antimony
Copper
E«
6.0 - 9.0
1/d grab (3)
~No Chranium, zinc or oocper shall be added to the pooling water.	
~~Equivalent concentrations based on 5.Q mqd flow, but not included in permit.
Sample locations: (1) influent, effluent; (2) effluent, upstream, downstream;
(3) influent upstream, downstream. All stream samples shall be grab samples.

-------
NC0003522: West Point-Pepperell. Inc.. in Elizabeth, dyes polyester/cotton yarn for
apparel fabric (SIC 2269) and is in the Textile Mills Category (40 CFR 410;
Subpart G). This facility has a production rate of 66f700 lb/day and discharges 2.5
MGD of process wastewater via Outfall 001 to the Cape Fear River. The treatment
system consists of extendi aeration with aa aerated laaoon. two clarifiers.
chlorinationr aerobic Sludge digestion. Sludge drying beds, and a polishing pond.
Digested sludge is land applied. Effluent limitations are BPT based on the effluent
guidelines, except for pH which is based on water quality standards. Quarterly 48-hr
Static acute toxicity test? are required, using either Daphnia pulex or Ceriodaphnia.
and the I£50 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	Final Permit
Expiration Date: June 30, 1993	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0003522: West Point-Pepperell, Inc.
Pollutants	Qiifsll Ayg./Max, Limits* and Units	Monitoring
Flow
001
2.5/— MGD
continuous or
BOD5

227/454 lb/d
1/d comD
COD

2820/5640 "
1/w
Sulfide

8.0/16.0 "
n arab
TSS

580/1160 n
1/d COITD
Phenols

1
e
O
•
00
\
0
1	•
1/w arab
Total Chromium

4.0/8.0
" comp
Total Phosphorus

monitor onlv
1/m "
Total Nitroaen

ft
n n
Tenperature

n
1/d arab
Acute Toxicity

LC50 > 47%
1/a COmO
Priority Pollutants

monitor onlv
1/v
dH

6.0 - 9.0
1/d arab
































~Avg. Dailv/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). (Xitfall 001 discharges 2.0
MGD 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 ba§2J2z extended
aeration basin, and two 1 MGD clarifiers. Effluent limitations are based on effluent
guidelines, and are BPT for BOD5 and TSS, and EAT for CCD, sulfide, phenol, total
chromium, and pH. Quarterly chronic toxicity tests, using Ceriodaphnia. are required
and the NO0C 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:
Pinal Permit
January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0004243: American Thread Corrpany
Pollutants


Flow .
o
o
1—«
to
•
0
s
1
rnirH nnruie
BOD5
: 136/272 lbM
2/m
como
TSS
:348/696
If
n
Chromium (Total) ;
:0.11/0.1] "
n
n
Phenols .
:2.4/4.8
n nrah
Sulfides .
:4.8/9.6 "
n
«i
COD
:1692/3384 "
" rrvrrm
Dissolved Qxvaen .
:5.0 mg/1 minimum
1 /w
nrah
Total Nitrogen .
:monitor onlv

Total PhosDhorus .
• n
»
V)
Temoerature .
• n
1/w nrah
Conductivity .
• n
it
n
Chronic Toxicity .
:M0EC > IWC f77%)
1/rr
Priorltv Pollutant s™n ;
:reDOrt
1/v
Ammonia .
• n

dH
:6.0 - Q-0
1/w orab
















?&za*_Dailv/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 CFR 433; Subpart A). Oitfall 001 discharges
0.148 MGD of process and sanitary wastewater, and non-contact cooling water to
Crowders 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 pa adjustment, flocculation with film a dissolved six flotation
clacifier, membrane filters holding basin, potassium permanganate feed system, and a
sludge filter press. Once dewatered, sludge is disposed of at the County landfill.
Effluent limitations are based on effluent guidelines and are EEE for B0D5 and
ammonia, and BAT for TSS, oil and grease, pH, copper, silver, and zinc. Limitations
for fecal coliform, cadmium, chromium, lead, nickel, cyanide, and TOO are based on
water quality standards. Quarterly chronic toxicity 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 Dates June 1, 1988	Final Permit
Expiration Date: May 31, 1993	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0004260: Precision Seals, Inc.
Pollutants	Qjtfall Avg./MflX. Limits* and Units	Monitorinn
Flow
001
0.148/— MGD
continuous or
BOD5

37.0/55.5 lb/d
1/w
COftTD
Dissolved Qxvoen

monitor onlv
n
grab
TSS

31/60 mg/1
n
COTT1D
Airmonia

17.3/25.9 lb/d
it
n
Fecal Coliform

1000/2000 #/100 ml
n
n
Oil and Grease

26/52 mo/1
l/d
grab
Temperature

monitor onlv
II
n
Phenols

n
l/m
n
Total Chromium

—/0.15 ma/1
1/w
COTTTD
Total Cadmium

E
00
CN
o
«
o
N
1
n
n
Total Copper

2.07/3.38 "
n
n
Total Lead

—/0.14
n
n
Total Nickel

—/0.70
n
n
Total Silver

0.24/0.43 "
n
n
Total Zinc

1.48/2.61 "
it
n
Cvanide

—/0.07
91
n
Iron

monitor only
l/m
n
Conductivity

II
1/w
grab
Total Nitrooen

n
1/q
como
Total Phosphorus

it
n
n
Chronic Toxicity

NOEC > IWC 17%)
n
it
•Prrt-al Residual Chlorine

monitor only
l/d
grab
Total Toxic Oroanics

—/2.13 ma/1 **
1/w
camp
oH

6.0 - 9.0
l/d
grab




»Avg. Dailv/Max. Daily		—
**ln lieu of monitoring, the permittee mav submit 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 activated sludge process followed by polishing ponds
Effluent limitations are based on water quality stapH^-n-te. 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 not included.
Effective Date: March 1, 1985	Final Permit
Expiration Date: February 28, 1990	Abstract Date: February 7, 1986
EFFLUENT LIMITS (FINAL)
NC0004952: Celanese Fiber Industries, Inc.
Pollutants
Outfall
Avq./Max. Limits*and Units
Monitoring




Flew
001
0.850/— mgd
continuous
BOD-5

225/527 kg/d (202/473 ma/1**)
1/d composite
TSS

291/443 " (261/398 " **)
U »•
COD :
2409/3977 " (2162/3569 " ~~)
1/w
Copper
:0.82/1.2 " (0.73/1.1 " ~~)
2/m
Chromium
:0.82/1.2 " (0.73/1.1 " **\
II M
Zinc
:2.6/4.0 ¦ (2.3/3.5 " **)
If H
Oil and Grease
:
: "
1/w
Fecal Coliform
:
: "
fl «
Detergents
:
. >•
•
1/m ocmposite
Total Nitrogen (N02+N03+TKW : "
*** "
Total Phosphorous
:
. ii :*** "
PH
•
•
:6.0 - 9.0
1/d grab
Flow
: 002
: report
1/w instant
BOD-5
:
: 10/15 mg/1
1/d grab
Temperature
:
:—/29 C in receiving stream
1/w
CH
:
$6.0 - 9.0
II M
~Daily average/daily mximum.
~~Equivalent concentrations based an actual 0.294 mgd flew, but not included
in peimit.
~~~Semi-annually.
~~~~Discharge shall not raise the temperature of the receiving stream more than 2.8 C.

-------
NC0005266: Abitibi - 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 CFR 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 BOD and TSS are based on
EPT effluent guidelines calculated 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 bionvanitoring included in
the permit.
Effective Date: August 1, 1984	Final Permit
Expiration Date: July 31, 1989	Abstract Date: April 12, 1985
EFFLUENT LIMITS (FINAL)
NC0005266: Abitibi - Price Corporation
Avq./Max. Limits and Units
Pollutants
Outfall

: :
Flow
001 *1.0/— :continuous
BOD-5
*4176/8002 kg/d (1179/2260 Tea/1*) sl/w ootid
TSS
*9602/14559 " (2712/4112 " *) : " " /if
Phenols
*report : " grab 12\
Dissolved Gbcvqen
* " sl/d - (2)
COD
* " il/w ocmp (2\
Ammonia as N
l " , " 12\
Temperature
* " tlM grab (1\
PH
*6.0 - 9.0 : •• •• fSt

$ :

• •
• •

* :

: :

* :

* :

* :

* :

* *
~Equivalent concentrations based on flow of 0.934 mgd, but not included in permit.
(3) influent, effluent, upstream, downstream. All steam samples mast be grab
samples.
Note: Daily stream sampling frequency may be reduced to one tine per week except
during June through September whan frequency must be no less than three times
per week.	

-------
NC0006548: Wavne 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 lb/day. The facility is in the Meat Products §M 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 rotary screens with
secondary rotary shear, a dissolved air flotation unit, lime addition for pa
adjustment an aerated lagoon (activated Sludge) with a secondary Clarifies and
chlorination. Digested sludge is land applied. Effluent limitations are BPT based on
effluent guidelines for BOD5, TSS, and oil and grease. Limitations for fecal coliform
and pH are based on State water quality standards. Qiarterly chronic toxicity test?
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	Final Permit
Expiration Date: June 30, 1993	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0006548: Wayne Poultry
Pollutants	Qjtfall Ava./Max. Limits* and Units	Monitoring
Flow
001 :0.48/— MGD
continuous
BOD5
-.276/552 lb/d
2/m comD
TSS
:372/744
n n
Oil and Grease
.•120/240 "
" arab
Fecal Coliform
i1000/2000 #/100 ml
n n
Chronic Toxicity
:NOEC > IWC (2.5%)
l/q comD
Temoerature
:monitor onlv
1/w arab
Anmonia
• II
1/m como
Total Nitrogen
• II
1/q
Total Phosphorus
• II
«f n
pH
:6.0 - 9.0
l/w arab _

































»Avg. Dailv/Max. Daily

-------
NC0007285: The Barbour Boat Works. Inc.. in New Bern, is a shipbuilding and repair
facility (SIC 3731) in the Shipbuilding ao£ 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
reopener clause addressing the incorporation of toxicity limits and monitoring
requirements in the event the discharge is proven toxic.
Effective Date: June 1, 1987	Final Permit
Expiration Date: May 31, 1992	Abstract Date: March 30, 1989
NC0007285: Barbour Boat
Pollutants
EF1
Works, It
Outfall
FLUENT LIMITS (FINAL)
1C.
Avo./Max. Limits and Units
Monitoring
Flow
001
0.0005/— MOD
*
dH

6.8 - 8.5





No process wastewaters shall be discharaed from this facilitv. The permit
authorizes the discharge of boat rinse water in the ramo area onlv. "
• • •
Thprp. shall Hp no floating solids or visible foam in other than trace amounts.








































*The permittee is not reouired to self-monitor this discharge. 	


-------
NC0023710: The Penn Elastic Company, in Jamesville, dyes warp knit fabrics with jig
and jet dye machines, and finishes the fabric with a resin treatment (SIC 2258). This
facility is in the Textile Mills Category (40 CFR 410). Outfall 001 presently
discharges 0.08 MGD 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	Final Permit
Expiration Date: September 30, 1990	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0023710: Penn Elastic Company
Pollutants	CXitfall Avg./Max. Limits* and Units	Monitoring
• •
INTERIM LIMITS UNTIL PRODUCTION EXCEEDS 16.000 LB/DAY. 	

Flow
001 :0.08/— MGD
continuous
BOD5
:40/80 lb/d
2/m come
TSS
:174/348 "
n n
COD
:480/960 n
n n
Sulfides
-.1.6/3.2 n
it n
Chromium
:0.8/1.6 "
n n
Phenols
:0.8/1.6 "
n n
FINAL LIMITS ONCE PRODUCTION EXCEEDS 16.000 LB/DAY. 	

Flow

0.250/— MGD
continuous
BOD5

125/250 lb/d
2/m comD
TSS

545/1090 "
n n
COD

1500/3000 "
n n
Sulfides

5.0/10.0 "
n n
Chromium

2.5/5.0
n n
Phenols

2.5/5.0
n n
LIMITS REGARDLESS OF PRODUCTION


Total Nitrogen

monitor onlv
l/a comD
Total PhosDhorus

n
n n
Acute Toxicitv

no significant mortalitv at 90% eff.
l/a
Temperature

monitor onlv
1/w grab
DH

6.0 - 9.0
n n




























*Avo. Dailv/Max. Daily

-------
NC0024350: The Citv Qaa k 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 CFR 419; Subpart A, Topping Subcategory). Outfall 001
discharges 0.1 MGD 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 based on the effluent guidelines. Quarterly 24-
tiL 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	Final Permit
Expiration Date: June 30, 1993	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0024350: City Gas and Transmission Corp.
pollutants	Qjtfall Avg./Max. Limits* and Units	Monitoring
Flow
002
0.015/— MGD
1/w instant.
BODS

40.32/75.89 lb/d
2/m grab
TSS

34.1/53.1
n n
Ammonia

30.04/66.08 "
n n
Terroerature

monitor onlv
1/w grab
COD

202.0/390.8 lb/d
2/m
Sulfide

16.02/35.38
n n
Phenols

1.8/4.0
n h
Total Chromium

4.74/8.14
" ccm>
Hexavalent Chromium

0.29/6.68
" grab
Acute Toxicity

No significant mortalitv at 90% eff.
1/g 24-hr comp
Oil and Grease

86.78/166.88 lb/d
2/m grab
dH

6.8 - 8.5
1/w












































*Avg. Pailv/Max. Daily

-------
NC0035661: t&i&i Stat? Knitting Co.. Dyeing &. Finishing Pi v., in Lincolnton, is in
the Knit Eat2£i£ Finishing Subcategory of the Textile Mill Category (40 CFR 410.50) and
produces 20,000 lb/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 Slfifch media
filters, three 10,000 gallon holding tanks, chlorination. dechlorination by hydrazine,
three 20,000 gallon storage tanks, final filtration, and pfi 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	Final Permit
Expiration Date: March 31, 1993	Abstract Date: November 10, 1988
EFFLUENT LIMITS (FINAL)
NC0035661: North State Knitting Company
Pollutants	Qutfaii Avo./Max. Limits and Units	Monitorinq
		~ » 		•	
ElSK	; 001	;monitor only	instant	
Tenperature	J	receiving stream shall not increase	lJ!	Slab	
	1	;more than 2.8 C and never exceed 32 C;			
Residual Chlorine	;	;monitor only if added to cooling water "	1	
EH			;6.Q - 9,0	:	

-------
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 tp the East Fork Deep River via Outfall 001.
Effluent limitations are based on wasteload allocations. Forty-eight hour static
asiite toxicity tests, using either Daphnia pulex or Ceriodaphnia. must be conducted
during the first five discrete discharges.
Effective Date: August 1, 1988	Final Permit
Expiration Date: July 31, 1993	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0042501: Triad Terminal Company
Pollutants	QUtfoll Ava./Max. Limits* and Units	Monitoring
Flow
001
monitor onlv
continuous or



1/w flow total
Oil and Grease

30/60 ma/1
2/m grab
Settleable Solids

0.1/0.2 "
ft n
Phenols

—/0.001 lb/d
n n
Turbiditv

receivina stream < 50 NTU **
n n
Acute Toxicity

monitor only (48-hr static acute)
*** arab
Benzene

n
*** n
Toluene

n
*** »»
Xylene

n
*** "
PH

6.0 - 9.0
2/m arab








































*Ava. Dailv/Max. Daily	
**If natural background exceeds 50 MTU, the discharge shall not cause an increase.
***Monitoring shall be conducted during the first five discrete discharge events.

-------
NC0051161:' The Plantation Pipe Line Company, in Greensboro, operates a petroleum pipe
line system that moves oil, 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 Hess' Terminal to an unnamed tributary to the East Fork
Deep 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 Ceriodaphnia. must be conducted during
the first five discrete discharges.
Effective Date: August 1, 1988	Final Permit
Expiration Date: July 31, 1993	Abstract Date: January 9, 1989
EFFLUENT LIMITS (FINAL)
NC0051161: Plantation Pipe Line Conpany
Pollutants	Outfall Ava./Max. Limits* and Units	Monitoring




Flow
001.002
monitor onlv
continuous or



1/w flow total
Oil and Grease

30/60 ma/1
2/m grab
Settleable Solids

0.1/0.2 n
ft n
Phenols

—/0.001 lb/d
it ti
Turbiditv

receiving stream < 50 NTU **
ft n
Acute Toxicitv

monitor onlv (48-hr static acute)
*** arab
Benzene

11
*** "
Toluene

n
*** "
Xvlene

n
*** "
DH

6.0 - 9.0
2/m grab








































*Ava. Monthlv/Max. Daily			
**If natural background exceeds 50 NTU. the discharge shall not cause an increase.
***Monitorino shall be conducted during the first five discrete discharge events.—

-------
NC0058297: Coqentrix 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 CFR 423). The facility has two
outfalls to the Cape Fear River. Outfall 001 is 58,000 gpd low volume waste oomsistin
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 limitation
on temperature is based on water quality standards. Effluent limits on free available
chlorine, chromium, zinc, and the priority pollutants are based on BAT 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	Final Permit
Expiration Date: February 28, 1990	Abstract Date: June 1, 1985
EFFLUENT LIMITS (FINAL)
NC0058297: Cogentrix Corporation
Pollutants	Outfall Avq./Max. Limits and Units


:
:

Flow
001
: report
:l/w
instant
Oil and Grease

:15/20 mq/1
:2/m
grab
TSS

s30/50
f "
ti
PH

:6.0 - 9.0
t *'

Flow
002
:report
:l/d
instant
Temperature

:—/32 C in receiving stream
:3/w
grab*
Free Available Chlorine

:200/500 ua/1
:2/m
grab
Chromium, Total**

:200/200
t *'
ti
Zinc, " **

:1000/1000 -
t "
n
PH

:6.0 - 9.0
• *'
ii
Priority Pollutants(1)

:none detectable
S "
M

: :

: :

: :

: :

: :

: :

: :
~In addition to effluent sampling, sample upstream and downstream.	
~~Requirements apply only if parameter is used in cooling tower maintenance.
11 ^Monitor following each use of maintenance chemicals containing any of the
126 priority pollutants (40 CFR 423, Appendix A) exclusive of zinc and
chromium. Monitoring for all 126 priority pollutants shall be performed
once annually.	

-------
IC0068004: 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 Eeai River.
There is no treatment for this discharge. Effluent limitations are based on wasteload
allocations 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	Final Permit
Expiration Date: January 31, 1992	Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
NC0068004: Wilmington Shipyard, Inc
Pollutants	outfall ftvg./Max. Limits and Vnits	Monitorinq
• «
monitor onlv
)/m instant. _
Temoerature (Receiving Stream)
Not more than 2-8 C increase
" grab


Not- t-o ^7 C

Residual Chlorine

mnnifnr nnlv if artdprf to cooling water " 	"		
PH

6.8 - 8.5 ,
it »
i


•


•


:


•

-------
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 Mill Creek. This facility is undergoing Groundwater Aquifer
Restoration and the recovery/treatment system is comprised of a pneumatic pump, a
ground oil/water separator, and an aeration tank Effluent limitations are based on
wastelrad 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
reooener clause addressing toxicity.
Effective Date: July 29, 1988	Final Permit
Expiration Date: April 30, 1993	Abstract Date: January 12, 1989
EFFLUENT LIMITS (FINAL)
NC0072648: Gant Oil Company
Pollutants	ftitfall Avg./Max. Limits* and Units	Monitorinn
Flow
001
0.001 MGD (DailvAva.)
1/w instant.
Settleable Solids

0.1/0.2 ml/1
2/m arab
Oil and Grease

30/60 ma/1
n n
Turbiditv

Receivina stream not to exceed 50 Nrrn
n n
Temperature

monitor onlv
l/w
Chronic Toxicitv

NOEC of 99%
1/a canto
Benzene

monitor onlv
1/m arab
Toluene

ft
ft ft
Xvlene

n
II ft
Kerosene

n
ft n
EDB Q.2-Dibromomethane)

n
ft n
Diesel Fuel

n
ft ft
MTBE

it
n n
1,2-Dichloroethane

n
ft ft
dH

6.0 - 9.0
l/w
























*Avg. Dailv/Max. Daily

-------
ND0000248: Bag. 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 419, Subparts A & B) 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, and a process factor
of 0.88 per CFR 419.31. The plant discharges approximately 0.6 MGD to the Missouri
River through Outfall 002; Outfall 001 is an overflow structure for the lagoon and
CXitfall 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 RAT/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	Final Permit
Expiration Date: March 31, 1992	Abstract Date: October 4, 1988
EFFLUENT LIMITS (Final)
ND0000248: Amoco Oil Co.
Pollutants
ftltfall Avo./Max. Limits* and Units
Monitoring
Flow
003**
Monitor Pilv
Daily. Weil
BQD-5
TSS***
109.82/197.68 kc/dav
87.85/137.77
30/45 ma/1
l/w grab
<222.
766.74/1477.58
Oil & Grease
Phenolic Compounds
31.95/59.90
Arrmonia as N
Sulfide
0-72/1.48
-J1Q. mgZL.
59.90/131.79
0.25/0.38 ma/l
0.58/1.30
Total Chromium
1.3Q/3.QQ
Hexavalent Chromium
0-10/0.24

6-5 - 8.5
Temperature
Monitor ftily
Daily Average/Dailv Maxinom
** Limits for CXitfall 003 represents the sum totals of Ckitfalls 001 and 0Q2; Qifcfall
003 itself is essentially a nnnexistino ooint.	__		
*** If a holding facility is designed, constructed, operated, and maintained to contain
the runoff from a 10-vear. 24-hour precipitation event, this limitation shall be waived
for anv discharge overflow caused bv a rainfall, and/or snowmelt in excess of 3.2	
inches in 24 hours.			

-------
ND0000370: The Minnkota fewer Cooperative. Inc. and Square Butte Electric Ccfipgratiye;
Milton B,. Young Station, located near Center, North Dakota, is a two-unit coal fired
steam electric generating plant in the Steam Electric Power Generating Category (40
CFR 423). The facility has a total net capacity of 696 megawatts. There are a total
of 24 discharges, 23 that enter Nelson Lafce and one that enters the Missouri Rjyejr.
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 domestic
waste treatment system is comprised of comminutors. an aeration basin, a clarifies
and a chlorine contact chamber. The process wastewater treatment system consists of
neutralization^ sedimentation/ gr§yity filing, and a b§lt filter press. Effluent
limitations are based on EEi 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 toxicity 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	Final Permit
Expiration Date: June 30, 1990	Abstract Date: November 3, 1988
EFFLUEOT LIMITS (FINAL)
ND0000370: Minnkota Power Cooperative, Inc. and Square Butte Electric Cooperative
(Page 1 of 2)
Pollutants	Qitfflll &Zgj^!la&t._kHPitg*and Units	Monitoring
Plow
:001,002.
! monitor onlv
1/w
instant.
Temoerature
•

»
It
grab
Total Residual Chlorine
•
001
:26.9 ka/d f0.2 ma/1) Max/Grab
n
n
Total Residual Chlorine
•
002
J0.07 ka/d (0.2 ma/1)
n
n
Flow
•
003
fjnojiitor only
l/w
instant*
BGD5
•

•25/45 ma/1
If
arab
TSS
•

:30/45
n
II
Fecal Coliform
•

:200/400 #/100 ml
n
n
Total Residual Chlorine
•

/2.5 ma/1
2/w
n
DH
•

:6.0 - 9.0
l/v..
n
Sodium
•
	007
:monitor onlv
2/m
COfTD
Chlorides
•

••
n
n
Total Iron
•

•
VI
n
Flow ***
008.009.020
J,/cl	instant.
TSS ***
:008.020 s30/50** ira/1
1/w
arab
TSS
«
009
:30/100
N
n
Oil and Grease ***
008.009.020 15/20 "
1/m
n
TSS
•
019
:monitor onlv
d/v
n
Oil and Grease
•

*
1/m
n
SSL.

-
1/w,
n

-------
EFFLUENT LIMITS (FINAL)
ND0000370: Minnkota Power Cooperative, Inc. and Square Butte Electric Cooperative
(Page 2 of 2)
POllUtflntS	Qjtfall Ava./Max. Limits*and Units	Monitoring
• • •
Flow
024
monitor onlv
2/w instant.
Total Residual Chlorine

—/0.5 ma/1
" arab
TSS

30/100 "
1/w "
Oil and Grease

15/20
1/m "
DH

6.0 - 9.0
1/w "
Flow
025
monitor onlv
1/d instant.
TSS

30/100 ma/1
1/w corno
Oil and Grease

15/20 "
1/m arab
Dissolved Boron

monitor onlv
2/m
Dissolved Sulfates

n
n ii
Sodium

n
n n
pH

6.0 - 9.0
continuous
Total Copper
026.027
1.0/1.0 ma/1
2/w- grab
Total Iron

1.0/1.0 "
ii n

























































































s

• •

*Dailv averaae/dailv maximum.			
**If the facility is designed, constructed, operated, and maintained to treat runoff
	from a 10-vr. 24-hr precipitation event, the daily maximum limitation for TSS Shall
	be 100 ma/1 for anv discharge overflow caused bv a rainfall in excess of 3.2 inches
in a 24-hour period.				
***In addition, sampling shall be performed during normal working hours for each 	
	rainfall event (or equivalent snow melt event 1 in excess of 0.8 inches .in a 24-hPUC
	period.			

-------
ND0024368: Bag. 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 diaestor. 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 cfs) 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 BCD5 and TSS is not to exceed 1.3
lbs/1000 lbs of sugar produced, and the maximum daily amount (lbs/d) is 6.8 times the
river flow in cfs. Effluent limitations for Outfall 001 have been based on North
Dakota U2£§£ quality standards, federal regulations, and Qftl. Currently, North Dakota
does not have a biomonitoring program, however, they are in the process of
establishing one.
Effective Date: April 1, 1987	Final Permit
Expiration Date: March 31, 1992	Abstract Date: November 2, 1988
EFFLUENT LIMITS (Final)
ND0024368: Minn-Dak Farmers Cooperative
Pollutants	ftitfflll Avq./Max. limits* and Units	Monitoring
•					J
Flow	;_J3Q1	F*	Continuous
bcd-5	j	;25 ma/1 (avq daily)	;i/d grab _
moc	.	."	"	. it	n
tnaa	 	
Fecal Coliform
• . wv
, n n
Teirperature
: :32 C
, n n
COD
! :monitor onlv
• n n
Ammonia as N
"
:2/w "
Dissolved Oxygen
"
:l/d
dH
: :6.0 - 9.0
.It 91

• •
•
BOD5 & TSS
: :Max lbs/d when discharaina =
6.8 times river flow

: !in cfs
•

• •
•
B0D5. COD. TSS. dH. Fecal
r :Monitor levels in holdina oond 2-3 weeks
Coliform
: sbefore discharaina & reoort to ND Deot. of Health


•
Flow
: 002 : monitor onlv
:l/d instantr
Flow 0 Wahpeton
Red River monitor when discharaina
1/d USGS GaW
D.O. 2 miles upstream
" . "
:l/d arab
D.O. 100 ft. downstream
" ••
#	it n
•
D.O. 5 miles downstream
if . it
9 «• n 1

• •

. * D ¦ discharge rate, in mad: F = river flow in cfs. NO. discharqe is F < 1PP Cfs	

-------
NE0000019: Petersen Manufacturing Company, located in DeWitt, manufactures Vise-Grip
brand fcaosL tools, 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 uncontaminated noncontact cooling water. Effluent limitations are based on
S&T effluent guidelines and State water oualitv standards. Annual acute toxicity
tests, using Ceriodaphnia and fathead minnows in 100% effluent, are required on
Qjtfall 001. Should mortality exceed 10%, a Toxicity Reduction Evaluation must be
performed. An annual QC/MS Scan of Outfall 001 must be conducted for Total Toxic
Organics.
Effective Date: August 26, 1988	Final Permit
Expiration Date: August 25, 1991	Abstract Date: March 15, 1989
EFFLUENT LIMITS (FINAL)
NE0000019: Petersen Manufacturing Company
Pollutants	Outfall Avo./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
5/w calculate
Coooer (Total)

0.45/0.73 ko/d (2.07/3.38 ira/1)
1/m couid
Nickel "

0.51/0.86 " (2.38/3.98 " )
II 19
Cvanide "

0.14/0.26 " (0.65/1.20 " )
1/y grab
TTO

(—/2.13 " )
n *
Cadmium (Total)

(0.26/0.69 " )
" comp
Chromium "

U.71/2.77 " )
n n
Lead "

10.43/0.69 " )
ft H
Silver "

(0.24/0.43 " )
n «i
Zinc "

(1.48/2.61 " )
n n
dH

6.0 - 9.0
1/m grab
Flow
002
reDort
5/w calculate
Tenperature

—/90 F
1/m grab
































~Grab sample for volatile compounds listed in part V-C of the Ration 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, stormwater 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 stabili7.aHr.11
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 toxicity, whereby, a Toxicity
Reduction 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 standards.
Effective Date: August 26, 1988	Final Permit
Expiration Date: August 25, 1991	Abstract Date: March 15, 1989
EFFLUENT LIMITS (FINAL)
NE0000060: Cepex Midwest
Pollutants	QUtfflll
Ava.Max. Limits and Units
Monitoring
Flow
-Ml.
monitor only
5/w calrnlafr*
Ammonia
70.9/141.1	kgza_
Nitrate (Net)
13.3/37.8
IZu.
Organic Nitrogen. N
25.8/48.4
Chromium. Total
—/1.0 ma/1
1/m
Zinc. Total «
—/i.o
1/m
BH-
S.Q - 9.0
1/w
Flow

monitor only
calculate
Tetrachloroethvlene
--/Q.Q1	neZL.
grab
Toluene
—Z2.42
Trans-1.2-n ir-hloroethvlene
~/QtQ7
Trichloroethylene
—/OtQQS
Ammonia
Nitrate
GO	
monitor only
91
6tQ - 9,0
~Monitor only If these elements are used as corrosion inhibitors in cooling tower.

-------
NE0000507: AT k 1 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 MGD of treated process wastewater to
Hell Creek and West Papillon Creek receives 0.28 M® of once-through cooling water,
cooling tower blowdown, and boiler blowdown from Outfall 002. Wastewater treatment
consists of neutralization, cvanide destruction, chromium reduction, and heavy metal
precipitation. Effluent limitations are based on the g&T effluent oudelines. Annual
GC/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	Final Permit
Expiration Date: August 31, 1989	Abstract Date: March 16, 1989
EFFLUENT LIMITS (FINAL)
NE0000507: AT & T Technologies, Inc.
Pollutants	Outfall Ava./Max. Limits and Units
Monitoring
Flow
001
monitor onlv
continuous
Cvanide (Amenable)

0.41/1.11 ko/d (0.32/0.86 ma/1)
1/m grab
Chromium (Total)

2.20/3.56 " (1.71/2.77 " )
" 24-hr-como
Cooper

2.66/4.35 " (2.07/3.38 "
fl H
Fluor ide
s22.38/41.16 " (17.40/32.00 "	)	
n ti
Lead

0.55/0.88 ¦ (0.43/0.69 " )
«i n
Nickel

3.06/5.12 ¦ (2.38/3.98 " )
n n
Zinc

1.90/3.36 " fl.48/2.61 " )
it n
TSS

39.87/77.17 " (31.00/60.00 " )
if n
Oil and Grease

33.44/68.88 " (26.00/52.00 " )
" grab
Total Toxic Organics

(—/2.13 " )
1/y
pH

6.0 - 9.0 **
1/m grab
Flow
002
monitor only
continuous
Zinc

1.05/1.05 ko/d (1.0/1.0 ma/1)
24-hr como
Copper

2.19/3.58 " (2-07/3.38 " )
N «•
Chromium (Total)

0.21/0.21 " (0.2/0.2 " )
M II
Fluoride

18.43/33.90 " (17.40/32.00 " )
*
Oil and Grease

9.75/21.82 " (9.75/21.82 " )
1/m grab
Total Toxic Organics

(—/2.13 " )
l/y
pH

6.0 - 9.0 **
1/m grab
























*No monitoring required provided no fluoride is used in the process.	
**When the pH of the water supplied bv the Metropolitan Utilities District is greater
than 9.0. the effluent pH limit shall be no greater than the numerical value Qt the
—influent pfl.	The influent shall be sampled monthly for pH bv grab sampling.	

-------
NE0000647: The Behlen Manufacturing Company *s involved in met^ f^r ication 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
gScorv (40 CFR 433) and discharges stormwater runoff and noncontact coolmgi water
from Outfall 001 and treated process wastewater from Oitf
" 8-hr eoiflp
Zinc "

0.73/1.28 " (1.48/2.61 " )
1/w "
Cadmium "

(0.26/0.69 " )
1/v
Copper

(2.07/3.38 " 1
vi it
Lead "

(0.43/0.69 " >
n n
Nickel "

(2.38/3.98 " )
n vt
Silver "

(0.24/0.43 " )
n it
Cvanide "

(0.65/1.20 " )
« n
Total Toxic Oraanics

( /2.13 " )
n it
dH

6.0 - 9.0
continuous








































*Ava. Dailv/Max. Daily

-------
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 on-site stormwater pond which does not discharge. The permittee intends to
discharge all of its wastewater to the Lincoln Northeast POTW (via Outfall 002),
however they wanted to keep the direct discharge to the drainage ditch to Salt Creek
via Ojtfall 001 for emergency purposes. Effluent limitations for a direct discharge
are based on secondary treatment standards. BAT 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 tests.
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	Final Permit
Expiration Date: October 15, 1992	Abstract Date: March 16, 1989
NE0000701: Dorsey Labors
Pollutants
EFE
itories
Ctotfall
"LUENT LIMITS (FINAL)
Avg./Max. Limits* and Units
tf«ut
-------
NE0001210: Monroe Auto 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 20& Steel
Manufacturing Category (40 CFR 420; Subpart J, Cold Forming). Outfall 001 consists of
0.468 MGD of treated process wastewater, Outfall 002 discharges 0.396 MGD of non-
contact cooling water, and CXitfall 006 consists of 2.016 MGD of treated groundwater.
Uncontaminated 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 chrpflliuiP 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	Final Permit
Expiration Date: September 20, 1989	Abstract Date: March 16, 1989
EFFLUENT LIMITS (FINAL)
NE0001210: Monroe Auto Equipment Company
pollutants	Outfall Avg./Maxt Limits* and Vnits	Monitoring
Flow
001
monitor only
continuous
Cadmium

0.46/1.22 kg/d (0.26/0.69 ma/1)
1/w 10-hr conn
Chromium (Total)

3.03/4.90 " (1.71/2.77 " )
" It
Lead

0.76/1.22 " (0.43/0.69 " )
w n
Nickel

4.21/7.05 " (2.38/3.98 " )
n n
Oil and Grease

26.6/35.4 " (15.0/20.0 " )
orah
Silver

0.42/0.76 " (0.24/0.43 ¦ )
" 10-hr conp
TSS

54.9/106.0 " (31.0/60.0 ¦ )
n n
Total Toxic Organics

(—/2.13 " )
1/v
Zinc

2.62/4.62 " (1.48/2.61 " )
1/w
Tr ichloroethvlene

—/0.384 ko/d
" arab
dH

6.0 - 9.0
continuous
Flow
002
monitor onlv
5/w calculate
Oil and Grease

15.0/20.0 ma/1
1/w grab
Chromium (Total)

1.71/2.77
" 10-hr conp
Tr ichloroethvlene

—/0.3251 kg/d
" grab
dH

6.0 - 9.0
n n
Flow
006
monitor onlv
l/d calculate
Tr ichloroethvlene

—/1.66 ka/d
1/w grab
dH

6.0 - 9.0
f« n





















•

*Avo. Daily/Max. Daily

-------
NE0026565: Valmont Industries. Inc.. of Valley, is in the l£2H OK!. Steel
Manufacturing 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 MOD 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; 015 is the central
drainage ditch; 003, 004, 005, 006, 007, 009, 010, 011, 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 Toxicity Reduction Evaluation may be required. A EME. Plan is to be developed and
implemented and the Groundwater Monitoring Program is still in effect.
Effective Date: December 4, 1987	Final Permit
Expiration Date: December 3, 1990	Abstract Date: March 16, 1989
EFFLUENT LIMITS (FINAL)
NE0026565: Valmont Industries, Inc.
Pollutants	Outfall Avo./Max. Limits* and Units	MftnitPEinq
Flow
008 imonitor onlv
5/w calculate
BCD
:3.74/5.62 ko/d (30/45 mg/1)
}/m 8-hr comD
TSS
:3.74/5.62 " (30/45 " )
n n
dH
:6.0 - 9.0
n it
Flow
013 smonitor onlv
continuous
TSS
•34.84/81.27 ka/d
1/V fiomp
Oil and Grease
:5.08/15.26 "
" comD
Lead (Total)
:0.140/0.420 "
«• n
Zinc (Total)
:0.186/0.559 "
fl N
dH
s6.0 - 9.0
n «
Flow
014 smonitor onlv
5/w calculate
BCD
:1.59/2.38 ko/d (30/45 ma/1)
1/m 8-hr como
TSS
si.59/2.38 " (30/45 " )
n n
dH
:6.0 - 9.0
" grab
Oil and Grease
01R .1^/20 nw/1
n n
Water Level Groundwater Wells monitor onlv
" Pump 5 min.
Conductivity

n
" arab
Lead (Total)

n
II *
Zinc "

n
•I ¦
dH

n
n n
Nitrates

n
n «








*Avq. Daily/Max, Daily

-------
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 ragd from Outfall 001 to the Nashua
River. Wastewater treatment consists of an anaerobic primary lagoon and aerated
secondary lagoon treatment system. Effluent limits for BOD, TSS, and total chromium
are based on EPT=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
antibacksliding provisions. Ammonia is limited according to water quality staryfonHq
as a result of a request from the State of New Hampshire. There is no requirement for
biaronitoring or a EMP Plan in the permit.
Effective Dates May 31, 1984	Final Permit
Expiration Dates May 31, 1989	Abstract Dates February 21, 1985
EFFLUENT LIMITS (FINAL)
NH0000396: Mohawk Associates, Inc.
Pollutants	Outfall	Avq./Max. Limits and Units




Flow
001
report



:continuous
BOD-5

102/227
kq/d
—/315
mg/1
sl/w 24 hr ccnro
TSS

105/330
it
—/458
ii
• «i
ti
Oil and Grease

32/72
l(


sl/m
grab
Chromium, Total

2.3/5.7
ii
—/8.0
mg/1
:l/w 24 hr ccrrtD
Chromium, Hexavalent

s report



sl/m
grab
Sulfide*


•report



s3/w
ii
Ammonia, NH3-N (6/1-9/1)

¦
t!44/—
kg/d
200/—
m/1
»l/w
camp
PH

:6.0 - 8.5



sl/d
grab


•
s
•
•
:
:


s



•
•



4




•
•



<
4




•
•

j	*		:
•
•
•
•
s
s
s
•
•


s


•
•


•
•
:
}
~After evaluation, monitoring requirements nay be reduced.

-------
NH0000469: Spauldinq Fibre Company, Inc. in North Rochester, New Hampshire, produces
25 tons per day of paper and paperboard for electrical applications. The 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 1 inters (SIC 2631, 2621, and 2641). The
facility has a single discharge to Salman 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 sadi mentation 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 paperboards, so effluent limits in the permit
were developed cm a case by case basis using HPJ 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 (45 79341) and limits 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 BP J.
There is no biomanitoring requirement or BMP Plan included in the permit.
Effective Date: April 25, 1985	Final Permit
Expiration Date: April 25, 1990	Abstract Date: May 28, 1985
EFFLUENT LIMITS (FINAL)
NH0000469: Spaulding Fibre Ccrrpany, Inc.



Pollutants
Outfall
:
Avq./Max. Limits and Units
Monitoring
:
Flow
: 001
report


•continuous
BCD
:
200/300
lb/d
40/60 mg/1
:l/w 24 hr carp
TSS
•
•
200/300
M
40/60
j M «
Phenol
:
0.15/0.50
M
0.03/0.1 "
:2/w arab
Antimony
:
—/3.1
(1
—/0.48 "
: " 24 hr canp
Zinc
:
9.6/13.4
•1
—/2.1
j tt •>
Oil and Grease
:


—/15
:2/m grab
Fecal Colifom
:
report


:l/o
Temperature
•
•
H


:2/m
Turbidity
:
ft


2 II H
PH
•
•
6.5 - 8.0


2 It M
£
£
£
7
:

-------
NH0001023: Arwood Corporation is located in Til ton. New Hampshire, and is engaged in
aluminum investment casting (SIC 3361) where the principal metals cast are aluminum,
magnesium and copper. The facility is in the Metal Molding and Casting Category
(Foundries) (40 CTO 464). There are six discharges to the Winnepesaukee River; one
is process wastewater (Outfall 002) and five are untreated nonoantact cooling water
and stormwater. Outfall 002 consists of acid rinse, process washout, slurry mix and
washdown, and treatment is by hexavalent chromium reduction, neutralization, settling.
and flocculatian. The treated wastewater from Outfall 002 combines with nonoantact
cooling water and stormwater and discharges from Outfall 001. Average discharge 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 based on
previous permit limits. Zinc limits are set similar to those of other toxic metals in
the permit by EPJ. 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(l)(2)i, and limits can TTO are a technology transfer of BAT effluent guideline
from the Metal Finishing Category. At all outfalls the lower limit an pH
is below the state water quality limit, but was modified to be a function of the low
pH of the intake water. There is no requirement for a BMP Plan or biomonitoring
included in the permit.
Effective Dates October 25, 1984	Final Permit
Expiration Date: October 25, 1989	Abstract Date: March 1, 1985
EFFLUENT LIMITS (FINAL)
NH0001023: Arwood Corporation
Pollutants	Outfall Avq./Max. Limits and Units
Flow	t 002 t250,000/300,000 qpd	 tcontinuous
Temperature
•
•
:—/90 F
2/m
grab
TSS
•
•
:30/45 mg/1
ll
ccmp
Oil and Grease
:
:10/15
II
grab
Turbidity
i
:25/40 JTU
II
M
Copper, Total
:
tl.0/1.5 mg/1
II
ccmp
Chromium, Total
t
:1.5/2.0 "
II
•l
Chromium, Hexavalent
t
*0.05/0.1 "
II
grab
Zinc, Total
•
•
il.5/2.0 "
II
ccmp
Aluminum, Total
•
•
/0.5
II
H
Maanesium, Total*
•
:report
1/m
II
TTO
:
:—/2.13 mg/1
i/q
grab
PH
:
:6.0 - 8.0
2/m
grab**
Flow
: 001
:—/400,000 qpd
l/q
estimate
Flow
: 003
i—/17,000 "
H
ti
Flow
: 004
:—/40,000 "
•1
ll
Flow
: 005
:—/75,000 "
II
•I
Flow
t 006
:—/12,000 "
H
ll
Temperature
001,003-006
fa
CO
\
1
1
••
II
grab
PH
001,003-006
:6.5 - 8.0*^*

H

:
:

~Monitoring requirement may be reduced after evaluation.
~~Report range of 4 grabs.	
~**pH shall not be 0.5 less than intake water.

-------
NH0001279: Dartmouth Woolen Mills, Inc. of Claremont, New Hampshire, is a
manufacturer 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, yam preparation,
weaving, piece dyeing, and fabric finishing. The 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 ncnoantact 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 F0TW 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, OOD, phenol, sulfide and total chromium are based en BPT/BAT
effluent guidelines. TSS limits are previous permit limits and limits on pH and
temperature are based on State water duality staprfa-nds. Currently, the receiving
water is not achieving water quality 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	Final Permit
Expiration Date: April 18, 1990	Abstract Date: May 23, 1985
EFFLUENT LIMITS (FINAL)
NH0001279: Dartmouth Woolen Mills, Inc.
Pollutants	Outfall	Avg./Max. Limits and Units	Monitoring


:
Flow
001A
20,000/—
gpd

:2/m estimate
Temperature

24/— C


: " grab
PH

o
•
00
1
in
vo


» II tl
Flow
002A
600.000/—
gpd

:continuous
BOD-5

280/560
lb/d
(56/112 mg/l*)
:2/m ocmo
COD

2175/4350
(i
(435/869 " *)
j II
TSS

450/900
II
(90/180 " *)
. II H
Sulfide

3.7/7.4
•t
(0.74/1.5 "
2 i* ti
Phenol

1.9/3.7
M
(0.38/0.74 "
. ii tt
Chromium, Total

1.9/3.7
tl
(0.38/0.74 " *)
. ii it
Oil and Grease

—/15
mcr/1

: " grab
PH

6.5 - 8.0


:continuous





>


:


:


:





:


:






~Equivalent concentrations based on 0.6 roqd flow, but not included 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, Cantoooook River. Outfall 001 consists of untreated wash 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 an oil and grease at Outfall 001, pH (both outfalls) and fecal
coliform at 002 are based on State certification requirements 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 biomcnitoring or a BMP Plan included in the permit.
Effective Date: September 24, 1984	Final Permit
Expiration Date: September 24, 1989	Abstract Date: May 24, 1985
EFFLUENT LIMITS (FINAL)
NH0001325: GTE Sylvania
Pollutants	Outfall Avq./Max. Limits and Units
•
•
:
Flow :
001
—7142,000 qpd
:continuous
Temperature :
CO
o
:l/m
grab*
TSS :
—/10 mcr/1
: "
coav
Phosphorus, Total :
report
: "
ii
Copper, " »
n
r "
H
Lead, " :
N
: "
•i
Silver, " :
n
: "
ti
Chlorine, Total Residual:
h
: "
qrab
Sevin (Carbaryl)** *
ii
:l/q
ccmp
Oil and Grease :
15/25 mq/1
:2/m
ti
TIO s
report
:2/v
n
PH :
6.5 - 8.0
:2/m
qrab#
Flow :
002
—/40,000 qpd
{continuous
BOD-5 :
30/50 mcr/1
:2/m
coup
TSS :
30/50
! "
»i
Settleable Solids :
0.1/0.3
: "
qrab
Phosphorus, Tbtal :
report
tl/m
OOTID
Total Coliform :
240/240 per 100 ml
:2/m
grab
PH :
6.5 - 8.0
• «
•
qrab*
•
•
•
•
~Report range of 4 grabs.	
~~Monitoring required only during time when sevin is used. Sampling must be within
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 tiiie, effluent
limitations will not change; however, the facility must report the frequency of
discharge from Oitfall 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 - BftT 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 concentration 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 of 18 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.
Effective Date: October 27, 1984	Final Permit
Expiration Date: October 27, 1989	Abstract Date: March 20, 1985
EFFLUENT LIMITS (FINAL)
NH0001341: General Electric Conpany (Page 1 of 2)
Pollutants	Outfall Avq./Max, Limits and Units	Monitoring

:

:

Flew
001 + 003
69,500/75,000 gpd
:l/m
total
Flew
: 001
62,000/65,000
: "
n
TSS
:
15/25 no/1
:2/m
oomp
Temperature
:
70/80 F
: "
grab
Atmonia, Total
:
report
:l/g
grab
Flew
: 002
—/3,500 gpd
:l/m
total
Temperature
:
~/73.4 F
:2/m
grab
Oil and Grease
:001,002
10/15 mcr/1
: "
ii
(1)
:
report
:l/g
camp
1T0
:
it
: "
grab
PH
:
6.5 - 8.0
:2/m
»*
Flow
: 003
7,500/10,000 gpd
:continuous
Cadmium, Total
:
—/0.024 mg/1
:2/m
ccmp
Chromium, "
:
1.42/2.77
: "
ii
: : :
~Report range of four grabs.	
(1) Copper, total; Lead, total; Nickel, total; Silver, total; Aluminum, total.

-------
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 CFT* 433)
and discharges to Peters Brook. Outfall 002 consists of 3,500 gpd untreated
noncantact 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 - BftT effluent cpiriAl inoa.
and limits en 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
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 of 18 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 an 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.
Effective Date: October 27, 1984	Final Permit
Expiration Date: October 27, 1989	Abstract Date: March 20, 1985
EFFLUENT LIMITS (FINAL)
NH0001341: General Electric Ccnpany (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
:
Flow :003 (Continued) :
Chromium, hexavalent : t—/0.13
n
:2/m
carp
Copper, Total :
—/0.10
h
: "
II
Lead, " :
0.03/0.30
H
: "
II
Nickel, " :
1.90/3.98
H
: "
•1 "
Silver, " i
0.004/0.01
H
: "
H
Zinc, Total :
1/48/2.17
TO/1
: "
II
Iron, " :
2.0/3.0
II
: "
II
Aluminum, " :
—/2.41
• 1
• »
•
II
Cyanide, " :
0.14/0.27
II
! "
grab
TSS t
15/25
•1
: "
camp
Oil and Grease :
10/15
•1
: "
grab
TTO :
—/2.13

:l/q
N
Temperature :
—/91.4 F

:2/m
11
PH :
6.5 - 8.0

:continuous
:
t
:
:

-------
NH0021148: Janoo Incorporated, located in Rollinsfard, New Hampshire, is a small
manufacturing facility engaged in the production of printed circuit boards,
electromechanical/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 nancantact 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 an
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).
Triethanolamine, 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	Final Permit
Expiration Date: March 21, 1990	Abstract Date: May 23, 1985
EFFLUENT LIMITS (FINAL)
NH0021148: Janoo Incorporated
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: : :
Flow
H
O
o
••
:—/43,200 qpd
{continuous
Cadmium, Total
:
:—/0.003 ma/1
:2/m
came
Copper,
:
:0.01/0.014 "
9 !•
M
lead M
:
:0.002/0.04 "
S «
II
Nickel, "
:
:0.1/1.77
. »»
H
Zinc, "
:
sO.08/0.29
1 "
It
Cyanide, "
:
:0.01/0.04
f 11
arab
TTO
:
:—/2.13
:l/q
II
Oil and Grease
:
:10/15
:l/m
H
TSS
i
:31/60
:2/m
camp
Temperature
:
:—/18 C
:l/q
arab
PH
:
:6.5 - 8.0
{continuous
Flow
: 002
:—/24,000 qpd
:l/m
total
COD
:
treport
•
ccnp
Oil and Grease
:
:10/15 mq/1
•
•
arab
Temperature
:
:—/19 C
I M
M
PH
:
:6.5 - 8.0
t M
II
: : :
: : I
i : :
: : :
i i :
: : :
: : t
t : :

-------
NH0021172: EnviroSystems. Inc. in Hampton, is a commercial aquatic biotoxicity
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 CXitfall 002 (250 gpd) consists
of only the treated biotoxicity test wastewater. Wastewater treatment consists of
rapiti saasa 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 BPJ. 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
toxicity 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 NQAEL 2 30%, and a NQAEL 2 90% for
the flow-through wastewater. The 48-hr LC50 must also be reported.
Effective Date: August 19, 1987	Final Permit
Expiration Date: August 19, 1992	Abstract Date: April 6, 1989
EFFLUENT LIMITS (FINAL)
NH0021172: EnviroSystems, Inc.
Pnl Infants Outfall Avg./foax. Limits and Units Monit-nrinn
•


Flow : 001
2000/— GPD
1/a estimate


total daily
Turbidity (Receiving Stream)
Not to exceed 10 NTU

TSS !
monitor onlv
1/a arab
Total Coliform :
n
« It
Dissolved Oxvoen :
it
« M
dH =
6.5 - 8.0
it n
•


STATT C TESTS
Flow : 002
—/50 GPD 1/discharoe
•
:estimate tot^]
•
:dailv

monitor onlv 1/discharae arah
Toxicity :
NOAEL > 30%
w n
pH :
6.5 - 8.0
n n
•


FT/TW-THROUCH TESTS
Flow : 002
200/— GPD
** estimate
•

total dailv
Dissolved Oxvoen :
monitor onlv
** grab
Chemical(s) being tested
n
** "
pH :
6.5 - 8.0
** »
Toxicity :
NQAEL > 90%
*** "
•


•


•


•


~*l/week during test equilibration and then 2/month for the duration of the test.
***l/week during test equilibration and then 1/month for the duration Of the test.

-------
NH0021229: American Metal Fabricators, Inc. of Hudson/ New Hampshire, is engaged in
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 EPT effluent guidelines and the limit on TTO is based an BAT for this
category. The limitations for chromium and cyanide are based on water quality
standards because the dilution available in the receiving water is so low that
effluent guidelines limits would violate water quality criteria. Limits on oil and
grease, aluminium, iron, pH, and temperature are based on State certification
requirements needed to meet water quality st^rvteTrte 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	Final Permit
Expiration Date: March 27, 1989	Abstract Date: April 2, 1985
EFFLUENT LIMITS (FINAL)
NH0021229: American Metal Fabricators, Inc.
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
1/m estirrate
Flew
001
report
Temperature
—/15 C
grab
EH.
6.5 - 8.0
Flew
002
—/0.01 mgd
continuous
2/m 8 hr camp
TSS
31/60 irq/l"
Oil and Grease
715

Aluminum
:—/0.5
8 hr camp
Chromium
sO.18/2.6
Iron
s2.0/3.0
:l/q grab
Cyanide
>0.02/0.07
:—/2.13
TTO
Copper*, Lead*, Zinc* t
:report
:l/m 8 hr coup
:












:




:


: :

: :

*After one year of monitoring, permit may be modified.

-------
NJ0000540: The Ciba-Geioy Corporation plant in Summit, New Jersey (W. of Newark) is
in the Pharmaceutical Manufacturing Category (40 CFR 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 BftE. limitations is a BPJ extension of existing permit limits and
State water quality standards. The temperature limits for (Xitfalls 001 and 002 are
based on unspecified EE& 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 EC50 value, and concentrations of
persistent toxics shall not exceed 0.01 of the acute definitive LC50 qh EC50 value.
The permit contains a reopener clause for toxic effluent limitations. A BMP Plan is
to be submitted within six months of the effective date of the permit and is to
inplemented within twelve months of the effective date.
Effective Dates August 1, 1988	Final Permit
Expiration Date: July 31, 1992	Abstract Date: October 7, 1988
EFFLUENT LIMITS (ERST WEATHER)
NJ0000540: Ciba-Geigy Corp. (Page 1 of 2)
pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flow :001. 002
monitor intake flow
1/mo
TSS (Drv Weather) : 001
11/30 ko/d (NL/20 ma/1*)
" C OOTID
COD ¦ :
39/78 " (NL/50 " *)
n n
Anroonia-N " :
0.45/0.90 " (NL/Reoort " *)
if n
Petroleum Hvdrocarbons :
10/15 mo/1
n grab
Temperature** " :
NL/32 C
N/A
Chromium " :
NL/500 ug/1
" grab
Zinc :
NL/300 uo/1
ft n
Coooer :
NL/35 ug/1
n n
TSS (Drv Weather) • 002
4.5/12 kg/d (NL/20 ma/1*)
" comD
COD " :
14/28 w (NL/50 " *)
it it
Ammonia-N " :
0.45/0.90 " (NL/Reoort " *)
n n
Petroleum Hydrocarbons :
10/15 ma/1
" grab
Temperature** :
NL/32 C
" N/A
Chromium :
NL/500 ug/1
" grab
Zinc s
NL/300 ug/1
If If
Coooer :
NL/35 ug/1
It It
oH all outfalls
6.0-9.0
It It
•


»nl = Not limited, however, reporting is required	
~~Thermal discharges shall not change anbient stream temp, bv more than 2.8 C
or cause stream temp to exceed 27.8 C.	;	

-------
NJ0000540: Ciba-Geiav Corp. (Pag? 2 Of 2)



WET WEATHER
INTERIM LIMITS LASTOC TWO YEARS


Pollutants
Outfall Avg./Max. Jjimits_andJLJnits
•
Monitoring
TSS (Wet Weather)
" :NL/Report ma/1
ft
cornp
COD "
" :NL/Report "
n
it
Ammonia-N "
" :NL/Report "
it
n
PetroleumJHydrocarbons	
Teirperature** n
:10/15
n
qrab
:NL/32 C
n
N/A
Chromium "
" :NL/500 ug/1
n
arab
Zinc "
:NL/300 ua/1
it
n
Coooer "
" :NL/35 ug/1
VI
n
OH
:6.0 - 9.0
n
vt
*NL = Not limitedf however, reportinq is required
**Thermal disr.harges shall_pot- rhangp airhient stream temp, byjnore than 2.8 C
or cause stream temo to exceed 27.8 C. :

HEE WEPflBER
FINAL LIMITS FOR LAST THREE YEARS


Pollutants
Outfall Ava./Max. Limits and Units
Monitorina
Flow
001. 002:monitor intake flow
1/mo
TSS (Wet Weather)
001 :NL/A*** kg/d (NL/Report nu/1)
n
carp
tl
002 :—/— " fNL/50 ma/1)
it
•1
COD
001 :NL/B*** " (NL/Reoort ma/1)
n
n
91
002 " (NL/10Q ma/1}
n
it
Anmonia-N "
001 :NL/Reoort " (NL/Reoort ma/1)
it
n
ft
002 :—/— " (NL/Reoort ma/1)
it
n
Petroleum Hvdrocarbons
001.002 :10/15 ira/l
it
arab
Terroerature** "
:NL/32 C
it
_N/A
Chromium "
iNL/500 ua/1
it
.grab
Zinc "
:NL/300 ua/1
it
it
Coooer "
" :NL/35 ua/1
vt
it
pH "
: 6.0 - 9.0
i/d
n

• 	 -	 	 -		1

*NL = Not limited, however, reporting is required			
**Thermal discharges shall not change ambient stream temp, bv more than 2.8 C
	or cause stream temp to exceed 27.8 C.	
A*** - Mass based on 100 ma/1						
B*** ~ Mass based on-50 ma/1			

-------
NJ0000787: Octagon Process, Inc., operates a chemical blending and packaging facility
(SIC 2841, 2842, 2992), in Bdgewater, New Jersey. No effluent guidelines category
exists for this facility. The 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 far a
total of 4100 gpd. Limitations for TSS and BQD5 are based on EPJ using the Interstate
Sanitation Commission requirements. The limitation for TOC is based upon BPJ and
limitations for chloroform, 1,1-Dichloroethane, 1,2-Dichloroethane, Tetrachloroethane,
1,1,1 -Trichloroethane, 1,1,2-Trichloroethane, and 1,4-Dichlorobenzene are based upon
BPJ using 40 CFR part 414. The permittee is required to conduct monthly definitive
acute 96-hr flow-through or static renewal toxicity tests using the mysid shrimp,
Mysidopsis bah la. The first toxicity test must be initiate 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 TRE will
not be considered completed until the facility has attained compliance with the fined
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
Avq./Max. Limits and Units
Monitoring
Flow
: 001
: monitor only
:l/m

Temperature

:—/30 C (86 F)
: "
grab
Oil & Grease

: 10/15 xto/1 (No visible sheen}
: "
II
TOC
:
:—/20 mg/1
: "
tt
TSS
:
:—/50 mg/1
x "
•i
BOD5
•
•
:30/50 "
• »
•
It
Surfactants
•
•
:—/3.0 "
I "
It
Chloroform
:
:0.111/0.325 mqr/1
:l/q
II
1,1-Dichloroethane
•
•
:0.029/0.059 "
* "
It
1,2-Dichloroethane
:
:0.180/0.574
: "
It
Tetrachloroethylene
•
•
:0.052/0.164
: "
It
1,1,1-Trichloroethane
•
•
:0.022/0.059
: "
H
1,1,2-Trichloroethane
:
:0.032/0.127
: "
M
1,4-Dichlorobenzene
:
:0.142/0.380
• «
•
II
Organic Toxic Pollutants*
:NL/NL**
i "
II
*0nly vo la tiles and pesticides listed in N.J.A.C 7:14A-1 et seg.,
Appendix B

**Not limited, but reporting reguired
:


-------
NJ0000957: The Colgate Palmolive Company of Jersey City, New Jersey produces a
variety of soap-related products by "pot and paddle" techniques. The facility
discharges noncontact cooling 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 T0C are based on previous plant performance and
EPA Region II's guidance for cooling water discharges, and limits on pH and
temperature are based en 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 seg.) 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	Final Permit
Expiration Date: August 31, 1989	Abstract Date: February 4, 1985
EFFLUENT LIMITS (FINAL)
NJ0000957: The Colgate Palmolive Company
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

:

Flew
001
report
continuous
BOD-5, net

—/470 kg/d (— /12.4 to/1*)
1/w 24 hr ccmp
TSS, net

—/1026 " (—/27.1 " *)
II II
T0C, net

440/780 " (11.6/20.6 " *)
II H
Oil and Grease

10/15 mg/1
" grab
Temperature

—/30 C
It H
Surfactants

report
" 24 hr ocrop
Total Chromium**

—/0.5 mg/1
1/g crrab
Total Zinc**

—/I.0 mg/1
II H
PH

6.0 - 9.0 :l/w


































i


:
~Equivalent concentrations based cn flow of 10 mgd, but not included in penrdtT
**Monitorinq is not required unless a corrosion inhibitor containing this metal
is used for vater treatment purposes.		

-------
NJ0002640: E.I. du Pont de Nemours and Company's Grasselli plant in Linden,
New Jersey, manufactures dimethyl sulfate, reagent acids (sulfuric, nitric, and
hydrochloric), chlorosulfonic acid, sulfur trioxide, ammonium 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 CFR 415), discharging to the Arthur Kill. Hie
following outfalls are addressed in the permit: 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), EPJ 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—008),
water guality criteria in accordance with Interstate Sanitation Commission Regulations
(Oil and Grease—005 arvd 008) and effluent guidelines for sodium bisulfite production
(chromium, zinc—008). Biomonitaring, consisting of 96-hour flow-through or static
tests, shall be conducted 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: November 1, 1984
Expiration Date: October 31, 1989
Abstract Date:
Final Permit
June 5, 1986
EFFLUENT LIMITS (FINAL)
NJ0002640: E.I. du Pont de Nenours and Company (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units
Flow
: 004
: monitor only

1: continuous
TOC, net
:
:107/197 kg/d
(8.4/15.5 mg/lM
1/w
corp.
TSS, net
•
•
:90/290
(7.1/23
" *)
ii
ii
Oil and Grease
•
•
•
•
10/15
mg/1^
1/m
grab
Chrcmium^^
•
•
:500 uq/1


ii
ii
Zinc^*^
0
•
:1000


M ||
Copper^^
:
:1000


"
it
Temperature
•
•
:41 C

:l/d
tt
PH
:
:6.0-9.0

:l/w
tt
Flow
: 005
smonitor only

(continuous
TOC, net
:
:42/88 kg/d
(18/38
mq/1^)
1/w
comp.
TSS, net
•
•
:30/70
(13/30
« **)
It
ti
Total Sulfate, net
:
.•250/1000 "
(108/432
« ** )
II
tt
Oil and Grease
:
:
10/15

1/m
grab
Toxicity (Bioassay)
:
:96-hr LC50 > 50% (by volume)

1/q
Qixamiunr****
•
•
:500 ug/1


1/m
grab
Zinc^^
:
*1000


it
ti
Copper*+^
•
•
:1000


it
ti
Temperature
:
: 42 C


l/d
n
PH
t
t6.0-9.0

rl/w
ii
: : s

i
:

:

~~Equivalent concentrations based on 0.61 mgd flew, 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.	

-------
NJ0002640: E.I, du Pont de Nemours and Company's Grasselli plant in Linden,
New Jersey, manufactures dimethyl sulfate, reagent acids (sulfuric, nitric, and
hydrochloric), chlorosulfonic acid, sulfur trioxide, ammonium 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 CFR 415), discharging to the Arthur Kill. The
following outfalls are addressed in the permit: 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. Hie 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), EPJ 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—008),
water guality criteria in accordance with Interstate Sanitation Commission Regulations
(Oil and Grease—005 and 008) and effluent guidelines for sodium bisulfite production
(chromium, zinc—008). Biomonitorinq, consisting of 96-hour flow-through or static
tests, shall be conducted 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: November 1, 1984	Final Permit
Expiration Date: October 31, 1989	Abstract Date: June 5, 1986
EFFLUENT LIMITS (FINAL)
NJ0002640: E.I. du Pont de Nemours and Company (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flew
008
:monitor only

:continuous
TOC, net

:—/273 kg/d
(~/37 mq/1*)
:l/w
ccmp
TSS, net

: 100/400 "
(14/55 " *)
: "
II
Ammonia, Nitrogen, net

:500/800 "
(69/110 - *)
• "
•

Total Sulfate, net

:—/6650 "
(—/914 " *)
: "
ii
Oil and Grease

•
•
10/15 mq/1***
il/d
grab
Toxicity (Bioassay)

:96-hr LC50 > 50% (by volume)
:l/g

Chromium****

:500 ug/1

:l/m
qrab
Zinc****

:1000

: "
H
Copper****

:1000

: "
ii
Temperature

:37.7 C

:l/d
H
PH

:6.0-9.0

:l/w
Ii
Flow
009
: monitor only

:continuous
TOC

:—/350 kg/d
f—/26 mq/1**)
:l/w
ccmp
TSS

:285/365 "
(21/27 " **)
: "
ii
Oil and Grease

:
10/15 " ***
sl/d
qrab
Toxicity (Bioassay)

:96-hr LC50 >
50% (by volume)
:l/g

Chromium****

:500 mq/1

:l/m
qrab
Zinc****

:1000

i "
ft
Copper

»1000

t "
II
Temperature

:37.7 C

il/d
II
PH

»6.0-9.0

:l/w
II
~Equivalent concentrations based on 1.92 mod flow, but not included in permit.
**Equivalent concentrations based an 3.57 mod flow, but not included in permit.
~**In addition, no visible sheen.	
****Monitorinq for this parameter is not required 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 impounding 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 an new prescription drugs (Wallace Lab) and consumer products (Carter Lab).
The facility is in the Pharmaceuticals Manufacturing Category (40 CFR 439), and has
three wastes treams. 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 nonoantact 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. 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 urderdrains, 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 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, this
requirement may be changed to once per year. A measure of toxicity will be reported
as LC50.
Effective Date: May 1, 1985	Final Permit
Expiration Date: April 30, 1990	Abstract Date: March 28, 1986
EFFLUENT LIMITS (FINAL)
NJ0002666: Carter-Wallace, Inc. (page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flow
001 :report
continuous
BOD-5

t3.03/6.07 kg/d
1/w
oorap
BOD-5 Reduction * : :90% min./—
II
ii
TSS

6.07/12.1 kg/d : "
COD

report :l/m
" **
Fecal Coliform

200/400 per 100 ml jl/w
grab
Oil and Grease

10/15 mg/1 :l/m
it
Ammonia (as N)

report
n
carp
Dissolved Oxygen

»i
grab
Phosphorous ***

1.0/1.5 mg/1
" coup
Residual Chlorine ***

—/20 ug/1
grab
PH

6.0 - 9.0
~i
H
Flew
002
report
continuous
BOD-5 (4/1-11/30}***

7.58/11.4 kg/d
1/w
ccmp
BOD-5 (12/1-3/31)*** : : 11.4/17.1
it
II
BOD-5 Reduction *, ***
:90% min./—
it ii
: :

~Applies when monthly average BCD-5 is greater than 10 mg/IT
**Reduction of monitoring may be requested after one year.
~**Interim 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 confounding 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—EPJ in order to comply with surface water quality standards fo
Cranbury Brook; 002—EPJ 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 the lagoons, sludge beds, and
equilizaticsi 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: May 1, 1985	Final Permit
Expiration Date: April 30, 1990	Abstract Date: March 28, 1986
EFFLUENT LIMITS (FINAL)
NJ0002666: Carter-Wallace, Inc. (page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
TSS
002(cant.):11.4/19
kq/d
1/w camp
COD (4/l-ll/30)^
•
•
:60.7/76
It
ii it
COD (12/11-3/31)***
t
76/90.8
n
li !•
Oil & Grease
•
•
10/15
ma/1
1/m grab
Phosphorous ~~ ~
:
1.0/1.5
li
1/w ocmp
Ammonia (as N)
•
•
report

1/m
Dissolved Oxygen
:
tt

1/w grab
Zinc, Total
t
—/0.6
ma/1
1/m carp
Copper, "
:
—/1.0
It
ii li
Toxicity (Bioassay}
•
•
no measureable acute toxicity ~~
il/3m
PH
•
•
6.0 - 9.0

1/w grab
Flow
: 003
report

iweekly
TSS
•
•
20/50
ma/1
! 1/w ocmp
COD
•
•
50/100
ii
it ii
Petroleum Hydrocarbons
•
•
10/15
it
" grab
Chromium
:
—/500
ua/1
ii ii ^
Zinc
:
—/1000
li
ii ii *
Copper
•
•
—/1000
ii
ii ii *
Temperature
:
—/30 C

ii «
PH
:
6.0 - 9.0

n ii
~Monitoring not required unless
a corrosion inhibitor containing this metal is
used for water treatment
~~Defined as <10% mortality after 96 hours.	
~~~Interim limits apply 5/1/85 thru 4/30/88~ Final limits apply 5/1/88 thru 4/30/90T

-------
NJ0003166: Allied Corporation, Industrial Chemical Division produces fluorocartoon
refrigerants and various fluoropolymers at its facility in Elizabeth, New Jersey (SIC
2819). Hie facility is in the Organic Chemicals and Plastics and Synthetics Category
(40 CFR 414) and has a single discharge to the Newark Bay. Noncontact cooling water,
boiler feed equipment washwater, deionization backflushes, and stormwater are
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 daily flow rate of 0.5 mgd and maximum flow rate
of 1.0 mgd. Limits an fluoride, chromium, lead, TSS, TOC, 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. Biomonitorinq 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: December 1, 1984	Final Permit
Expiration Dates November 30, 1989	Abstract Dates March 28, 1985
EFFLUENT LIMITS (FINAL)
NJ0003166: Allied Corporation, Industrial Chemical Division
Pollutants	Outfall Avq./Max. Limits and Units
Monitoring
: : :
Flow s 002
:report


s continuous
TSS :
:25/76
kg/d
(13/20 ma/1*)
:2/m canp
Total Organic Carton :
s28/64
it
(15/17 •' *)
•	» ii
•
Chemical Oxygen Darrand s
»68/152
M
(36/40 "
•	" II
•
Oil and Grease :
•
•

10/15 mg/1
sl/m grab
Fluorides
tl
sO.13/0.57

CogEer
(0.07/0.15
J	L
Chrcmium
:0.61/2.0
(0.32/0.53
» * \
H
it
Lead
:0.23/0.57 "
(0.12/0.15
" *)
H
M
Antimony
:0.70/3.0
(0.37/0.79
»
II
11
Chloroform
S--/200 ug/1
II
grab
Nickel, Zinc, Selenium
:report
1/q
ccmp
Temperature
s— /35 C
1/d
qrab
PH
:6.0 - 9.0

sl/w
•i

:


:


:


:


•
•


:

s

~Equivalent concentrations based an 0.5 nqd 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 Woodbridqe 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 perforins cyanide
destruction prior to discharge to the plant treatment system. (Xitfall 001 has a flow
of 0.15 mgd and consists of untreated ncnoontact cooling water. The basis for
effluent limitations at Outfall 002 is as follows: TSS, cobalt, zinc, and cyanide
(total and oxidizable) - previous permit limits; fecal ooliform and BOD - Interstate
Sanitary Commission water quality st^rtrtards; 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
quality standards. A compliance schedule requires oopper 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. Biomanitorinq (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 Dates August 1, 1984	Final Permit
Expiration Date: July 31, 1989	Abstract Date: May 28, 1985
EFFLUENT LIMITS (FINAL)
NJ0003867: C.P. Chemicals, Inc. (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: : :
Flow :
001
: report
: continuous
TSS :

:—/20 mg/1
:l/m oomp
Copper, Total :

:—/0.5
. it "
Nickel, " :

:—/0.5
» M «
Cobalt, " :

:—/0.5
• *1 *<
Zinc, " i

:—/0.5
. It »<
Chrcmium, " * :

:—/0.5
¦ II M
Temperature :

:—/30 C
» " grab
pH :

:6.0 - 9.0
:
Flew :
002
:report
:continuous
Temperature :

:—/30 C
:l/m grab
Fecal Coliform :

: 200-400-800** per 100 ml
:2/m
BOD :

:30-45-50** mg/1
x " canp
TSS »

:1.6/3.2 ka/d
> H »•
Copper, Total :

:0.125/0.342
, ii «t
Nickel, " :

:0.221/0.672
, it *t
: : :
: : :
~Monitoring not required unless used water treatment.
~~Thirty consecutive day, 7 consecutive day, and 6 consecutive hour averages,
respectively.					

-------
NJ0003867: C.P. Chemicals, Inc. in Sewaren, New Jersey, manufactures inorganic
chemicals for electroplating and metal finishing industries. Itie manufacture of
nickel sulfate and copper sulfate ocnprises the majority of plant production (SIC
2819). The facility is in the Inorganic Chemicals Category (40 CEK 415) and has two
discharges to Wbodbridqe Creek. Process wastewater consisting of filtrate from
purification, tank washdowns, and housekeeping combines with 8torn*»ter and discharges
frcm 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. (Xitfall 001 has a flew
of 0.15 mgd and consists of untreated noncantact cooling water. The basis for
effluent limitations at Outfall 002 is as follows: TSS, cobalt, zinc, and cyanide
(total and oxidizable) - previous permit limits; fecal coliform and BOD - Interstate
Sanitary Commission water quality standards; copper and nickel - EPJ with guidance
frcm the Development Document for Inorganic Chemicals. Limits at 001 are
previous permit limits and tenperature limits at both outfalls are based on water
quality standards. A compliance schedule requires copper and selenium limits to be
achieved six months frcm the effective date of the permit and a BMP Plan must be in
effect within one year of permit issuance. Bianonitorinq (96 hour toxicity testing
using fathead minnows) is required onoe per quarter; if the first four tests show no
toxicity, the permit may be modified.
Effective Date: August 1, 1984	Final Permit
Expiration Date: July 31, 1989	Abstract Date: May 28, 1985
EFFLUENT LIMITS (FINAL)
NJ0003867: C.P. Chemicals, Inc. (Page 2 of 2)
Pollutants	Outfall Ave?./Max. Limits and Units	Monitoring
: :

Flow : 002 (Continued)

Cyanide, " (1) : :0.24/0.64 mg/1
2/m ccmo
Cyanide, Oxidizablef 1) :
0.05/0.10
H ii
Fluoride :
report
l/ci
Antimony

II
2/y
Arsenic

H
II ||
Cadmium

fl
l» »l
Chromium

•I
II II B
Cobalt

0.4/0.8 ka/d
1/m "
Lead

report
2/y
Selenium :
0.009/0.027 kg/d
1/m "
Zinc

0.7/1.4
•i ii '
PH

6.0 - 9.0
1/w grab




:


•
•


:


:


:


: :

(1 ^Monitor after cyanide treatment and prior to mixture with other process waters.

-------
NJ0004006: J.T. Salter Chemical Co., located in Phillipsburg, New Jersey, produces
approximately 250-300 chemicals each year in the Inorganic Chemicals Manufacturing
Category (40 CFR 415). The only continuous 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 wastewater and nonoantact cooling water (2 mgd) which
are treated with pH 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. The plant operations are not covered by
promulgated guidelines so the limitations are instead based on the following: 001—
Delaware River Basin Commission (DRBC) regulations (avg. ammonia, TSS concentration,
BCD-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, CCD, cyanide); 002—
Federal EPA regional guidance for stormwater discharges (TSS, CCD, pH, petroleum
hydrocarbons), and DRBC regulations (chromium, 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 far toxic pollutants.
Effective Date: September 1, 1984	Final Permit
Expiration Date: August 31, 1989	Abstract Date: March 11, 1986
EFFLUENT LIMITS (FINAL)
NJ0004006: J.T. Baker Chemical Co. (page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flew
001
:
:2.75/5.50 nod
•
: continuous
BOD-5

:30/45 mg/1
:l/d ccmp
TSS

:—/427 kg/d 30/45* mg/1
^ ti 11
COD

:1436/—
2 H tl
Cyanide

:150/300 ug/1
:l/w
Ammonia Nitrogen

:208/363 ka/d
2 it •(
TDS

:—/15960 " —/1400 to/1
2 h i*
BOD-5 Reduction **

:>85%/—
:l/d
Temperature (Summer)

:24/30 C
: " grab
(Winter)

118/24 C
^ li •'
Toxicity (Bioassay)

:96-hr. LC50 > 50% (by volume)
:monthly
DH

:6.5 - 8.5
:l/d grab

: :
Flow
002
s monitor only
: monthly
TSS

I—/50 ma/1
:l/m grab

: :
~Monthly average/weekly average.
~~Acelies when average monthly BOD-5 >20.0 ma/1.

-------
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 CFR 415). The only continuous 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 wastewater and nonoontact cooling vater (2 mgd) which
are treated with pH adjustment, equalization, metal precipitation, flocculation,
activated sludge, and clarification. Outfall 002 is untreated stonnwater runoff.
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 (DRBC) 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 stonnwater discharges (TSS, OOD, pH, petroleum
hydrocarbons), and DRBC regulations (chromium, copper, lead, mercury). Requirements
for cyanide and heavy metals are included to determine if the stonnwater discharge is
contaminated. Monthly bioassays shall be conducted at Oatfall 001 consisting of 96-
hour flow-through LC50 tests. The fathead minnow is the reccumended 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	Final Permit
Expiration Date: August 31, 1989	Abstract Date: March 11, 1986
EFFLUENT LIMITS (FINAL)
NJ0004006: J.T. Baker Chemical Co. (page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
002 (continued)
Petroleum Hydrocarbons
:—/10 mg/1
1/m mult .grab(
CCD
:—/50
" grab
Cyanide
:—/300 ug/1
« ii
PH
:6.0 - 9.0
« M

•
•

Chromium (Hexavalent)
001, 002:—/100 ug/1
1/w oomp***
Copper
:—/200
" « ***
Lead
s—/100
1/m " ***
Mercury
:—/10
» •' ***
Heavy Metals****
: report
2/y

:


:


:


:

~~~Quarterly grab samples for Outfall 002.
****Antimony, arsenic, beryllium, cadmium, nickel, selenium, thallium, zinc.
(DSamples taken 15, 30, and 45 mine, after onset of discharge; maximum sample
value will be reported.

-------
MJ0004120: Ciba-Geigy Carp, 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). 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 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, 00D, T0C, 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/RAT 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, 7:9-5:10, 7:9-5:11, 7:14A-14.1, et Beg.)," 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 LC50'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
oonducted once every three months.
Effective Date: July 1, 1985	Final Permit
Expiration Date: June 30, 1990	Abstract Date: May 30, 1986
EFFLUENT LIMITS (FINAL)
NJ0004120: Ciba-Gelgy Corp. (Page 1 of 3)
Pollutants	Outfall Avq./Kax. Limits and Units	Monitoring
Flow
002 :monitor only
:continuous
Temperature
0
©
CO
s.
1
i
••
, II

••
1
i
jj
:—/16.7 C
:l/w
grab
Temperature (June-Sept.)
:—/ll.1 C
t "
ll
TSS
:—/no net change
i ll
comp
Oil and Grease
: 10/15 no/1
:2/w
qrab
COD
:—/no net chancre
:l/w
ocnp
TOC
:--/
( 11
II
Aluminum
J—/
t "
II
Chromium
*—/
f M
H
Copper
:—/
i 11
II
Priority Pollutants
imanitor
:2/v

**
:4.0-9.0**
:l/w
grab
: : t
: : «
: : :
: : :

-------
NJ0004120: Ciba-Geiqy Oarp. 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). 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 cliff user
(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, CCD, TOC, aluminum, chromium, copper, zinc) are!
EPA Region II guidance for cooling water and surface runoff (temperature, oil and
grease). 003 limits are BPJ using as guidance proposed HPT/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, 7:9-5:10, 7:9-5:11, 7:14A-14.1, et Beg.), 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 vising the mysid
shrimp as the test organism, reported as 96-hour LC50's. If mortality is greater than
15%, additional 96-hour definitive bioassays are required. Ames mutagenicity testing
is required an 24-hour composite samples at CXitfall 003; the testing shall be
conducted once every three months.
EFFLUENT LIMITS (FINAL)
NJ0004120: Ciba-Geigy Corp. (Page 2 of 3)
Ave?./Max. Limits and Units	Monitoring
Pollutants
Outfall
Flew
: 003
: monitor only

continuous
BOD-5 m
:
:939/2412 kq/d
(45/116 mq/1*)
2/w ocrop
TSS (1)
•
•
:1879/6895 "
(90/331 "
ii ii
TOC (1)
•
•
: 3476/6815 "
(167/327 " *)
M II
Oil and Grease
:
:10/15 mq/1
:l/m qrab
BOD-5 % Reduction
:
:85%/—
:2/w calculate
Chromium (2)
:
17.1/11.1 kq/d
(0.34/0.53 mq/1*)
s2/w canp
Copper (2)
•
•
:10.5/43.2 "
(0.50/2.07 " *)
H H
Nickel (2)
•
•
:1.57/5.84 "
(0.08/0.28 " *)
M •»
Toxicity (Bioassay)
(3) :
:96-hr LC50 > or
- 50% (by volume)
2/m
Lead
•
•
:1.4/3.1 kq/d

2/w canp
Zinc
•
•
:13.2/23.3 "

II II ""

:
:


(1)	Interim limits 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.
permit.
(3) Interim toxicity limits apply 7/1/85-6/30/88.
Final toxicity limit applies 7/1/88-6/30/90.

-------
NJ0004120: Ciba-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). Approximately 500
chemicals are produced each year by batch reactions and of these chemicals, 100
different types are produced each day. Ihe facility is in the Organic Chemicals and
Plastics and Synthetic Fibers Category (40 CEft 414), with discharges to Toms River via
3 waste streams (002, 004, 005) and to the Atlantic Ocean via a pipeline diffuser
(003). Oitfall 002 is noncantact cooling water and stormwater runoff (11 nvgd),
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 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
cruality standards (N.J.A.C. 7:9-4.5, 7:9-5:10, 7:9-5:11, 7:14A-14.1, et Beg.), 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 LC50'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
Mercury :
•.0.23/0.27
It
(0.01/0.013 no/1*)
» M It
•
Chlorinated Hydrocarbons:
:1.5/4.6
II
(0.07/0.22 " *)
2 ii it
Nitrobenzene j
:4.4/25.3
It
(0.21/1.2 " *)
, tt ti
•
Toluene :
:2.80/6.57
II
(0.13/0.32 " *)
: " grab
2-Chlorophenol :
:0.83/2.19
tl
(0.04/0.11 " *)
: " camp
Bis (2-Chloroethoxy) Methane
«1.57/6.13
It
(0.08/0.29 " *)
» tl ti
•
(1)
/1.46
II
(—/0.07 " *)
:l/m grab
(2) :
:—/1.46
tl
(—/0.07 " *)
: " oanp
Priority Pollutants :
: report


: " grab
(except asbestos) :
t


:
Nitrogen Scan :
•	H
•


j M H
Mutagenicity (Ames Test):
•	M
•


:ouarterlv
pH :
:6.0-9.0


:continuous
PH :004.
005:4.0-9.0**


:l/m grab
~~Effluent pH below 4.0 will not be a violation provided that it does not vary from
the intake pH by more than 0.5 S.U.
(1)	Chlordbenzene, benzene, ethvlbenzene. tetrachloroethylene, trichloroethvlene.
(2)	1,2-Dichlorobenzene, 1,3-dichlorobenzene, 1,4-dichlorobenzene,	
1,2,4-trlchlorobenzene, l,2-trans -dichloroethylene,-napthalene.	

-------
NJ0004286s B.F. Goodrich Chemical Group, located in Fedricktown, New Jersey,
manufactures polyvinyl chloride (FVC) arid acrylic latex materials (SIC 2821). The
facility is in the Organic Chemicals and Plastics and Synthetics Category (40 era
414). Oitfall 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 siivifpa 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. Uie basis for
the limitations at Outfall 001 is as follows: BCD, TSS, TDS, color, fecal ooliform,
oil and grease, - ERBC requirements; temperature - past monitoring data; maximum
TSS, phenol, bis(2-ethylhe*yl)phthalate, acrolein, vinyl chloride, and cyanide -
proposed BPT/BftT guidelines (Subpart B); acrylonitrile and hexavalent chromium - BP J;
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 dicharge to groundwater. Operation of the lagoon, holding
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 surface impoundments at the sludge
leachate sump. A BMP plan is also required.
Effective Date: March 1, 1985	Final Permit
Expiration Date: February 28, 1990	Abstract Date: May 25, 1984
EFFLUENT LIMITS (FINAL)
NJ0004286: B.F. Goodrich Chemical Group (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units
Flow : 001
:report

:continuous
Temperature :
:—/35.6 C

:l/d
grab
BOD (87.5% removal reg'dl
:67/148 kg/d

:l/w
ocmp
COD t
:report

:l/w
caiu
TSS (90% removal reg'd) :
:91/303 kg/d
30/100 mg/1
f M
II
TSS (as a geometric average)*
J136/—
45/—
• »•
•
it
TDS :
:—/1800 mg/1

•	I*
•
ccmp
Color :
:—/100 Pt-Co units

•	M
•
m
Fecal Coliform :
:200/— per 100 ml

:2/m
grab
Oil and Grease :
:—/10 mg/1

•	II
•
II
Cyanide :
j—/50 ug/1

:l/g
carp
Bis(2-ethylhexyl)phthalate
/100

2 11
tt
Acrolein t
:~/50

f 11
M
Chromium, Hexavalent t
:—/100

t M
qrab
Acrylonitrile >
:—/50

• "
•
M
Vinyl Chloride :
J—/50

•	i*
•
II
Toxicity - Bioassav t
:96 hr LC50 50%

f M

PH »
:6.0 - 9.0

:l/d
grab
~7-Day Average	
**Flcw-through or Static Renewal

-------
NJ0004286: B.F. Goodrich Chemical Group, located in Pedricktown, 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, chlorinatian, 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 chlorinatian 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, - DRBC 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 - BP J;
and Biomonitoring - New Jersey regulations. The limitations an stormwater discharges
from Outfalls 002-007 are basal 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 dicharge to groundwater. Operation of the lagoon, holding
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 surface impoundments at the sludge
leachate sump. A BMP plan is also required.
Effective Date: March 1, 1985	Final Permit
Expiration Date: February 28, 1990	Abstract Date: May 25, 1984
EFFLUENT LIMITS (FINAL)
HJ0004286: B.F. Goodrich Chemical Group (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flow
002
report
:l/g
grab
BCD

M
.
•

roc

—/50 mq/1
: "
H
TSS

~/50
: "
II
Color (1)

—7100 Pt-Co unit
. »
•
tl
Fecal Coliform (1)

200/— per 100 ml
: "
It
Oil and Grease

—/10 mg/1
:l/m
II
Cadmium (1)

—/20 ug/1
:l/g
II
Chromium, Hexavalent (1)

—/100
. >•
•
M
Copper (1)

—/200
• ~*
•
M
Lead (1)

—/100
: "
II
Vinyl Chloride

—/50
• »
•
II
PH

6.0 - 9.0
• ••
•
II
Flew
003-007
report
: "
It
roc

—/50 mq/1
: "
II
TSS

—/50
: "
II
Color (1)

—7100 Pr-Go units
: H
II
Fecal Coliform (1)

200/— per 100 ml
i "
II
Oil and Grease

—/10 mg/1
: "
II
Chranium, Hexavalent (2^

—/no
: "
II
PH

6.0 - 9.0
: "
II
(1)	After a minimum of 4 quarterly tests, modification of requirements an this
parameter nay be requested.	
(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 Subcategory of the Dairy Prodnrt-.g
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 pit 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:
@EJL 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-persist-pr^
toxics shall not exceed 0.05 of the acute definitive LC50 Qt BC50 value, and
concentrations of persistent toxics shall not exceed 0.01 of the acute definitive LC50
QL BC50 value. The permit has a re-opener clause for toxic effluent limitations.
Effective Date: December 1, 1985	Final Permit
Expiration Date: November 15, 1990	Abstract Date: October 10, 1988
EFFLUENT LIMITS (FINAL)
NJ0004308: Richman Ice Cream Co.
Pollutants	Outfall ftyg./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
1/mo carro
BOD-5

4.76/9.50 ka/d (~/25* ma/1)
1/mo "
TSS

5.98/11.89 " (30.45**/60 ma/1)
n n
Tenperature

~/32.2 C
l/m arah
Fecal Coliform

200/400 oer 100 ml***
II ft
Oil and Grease

—/10 ma/1
l/m
Total Dissolved Solids

—/1000 "
ft II
Total Residual Chlorine

—/0.02 ma/1
ft n
pH

6.0-9.0
n n
Flow
002
monitor onlv
l/m comp
Tenperature

—/30.0 C



—/20 ma/1
1/otr "
Oil and Grease

-/10
l/m "
TSS

—/2
-------
NJ0004391: 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 (PVC)
manufacturing 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). Ihe wastewater treatment system for
process wastes involves equalization and neutralization, coagulation with ferrous
sulfate, primary clarification, second neutralization, biological aeration, secondary
clarification, and chlorination. Nancontact cooling water utilized in the resin to
Marter's Ditch at Outfall 001 (maximum flow of 0.5 mgd). Outfall 003 is the
nancontact 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 TDS are based on limits set by
the Delaware River Basin Commission (DRBC). 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, T0C, 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. Biamonitaring, 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
facility handling hazardous wastes.
Effective Dates December 1, 1984	Final Permit
Expiration Dates November 30, 1989	Abstract Date: May 30, 1986
EFFLUENT LIMITS (FINAL)
NJ0004391: Tenneco Polymers, Inc. (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: s :
Flew s 001
:report
{continuous
BOD-5 s
s45/110 kq/d
;2/m camp
TSS :
$60/230
2 it it
COD :
:397/584 •
1 M «
•
Phenol :
:100/200 ug/1
: " grab
Vinyl Chloride :
:100/200 "
, It H
•
Chronium (Hexavalent) s
/100
sl/m
Cyanide :
•«
i
i
N
O
o
» II II
•
Ammonia (as N) t
:35/— mg/1**
j II tl
Color s
:—/100 units
, II H
•
Fecal Coliform t
1200/— MPN/100 ml
2 « it
Toxicity (Bioassay) :
s 96 hour LC50 = >50% (by volume)
sl/g
TDS i
:—/1000 mg/1**
sl/m* camp
CH s
:6.0-9.0
: " grab
~Weekly through EDP + 6 months.
~~Effective one year fron EDP.

-------
NJ0004391: Tenneco Polymers, Inc., located in Burlington, New Jersey, is in the
Plastics and Synthetics Category (40 CFR 416) and discharges to Matter's Ditch, a
tributary to the Delaware River. The facility operates a polyvinyl chloride (FVC)
manufacturing and expounding facility and manufactures powdered and pelleted FVC
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. Noncontact cooling water utilized in the resin to
Marter's Ditch at Outfall 001 (raximum flew 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 stont&ater (maximum flow of 1.67 mgd) discharged
via a stormwater settling and retention lagoon. At Outfall 001, limitations on
hexavalent chrcmium, ammonia, color, fecal coliform and IDS are based on limits set by
the Delaware River Basin Commission (ERBC). GOD, 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 stoimwater discharges,
and the monitoring requirements for the remaining pollutants are EPJ designed to keep
these concentrations below detectable levels. Limitations for TSS, TOC, pH,
temperature and petroleum hydrocarbons at (Xitfall 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. Bicmonitoring, 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 nenaoement
facility handling hazardous vastes.
EFFLUENT LIMITS (FINAL)
NJ0004391: Tenneco Polymers, Inc. (Page 2 of 2)
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flow	t 002 :report 	:l/m	
TSS :
••
1
N
O
mg/1
• "
•
qrab
TOC :
:—/50
H
• "
•
M
Vinyl Chloride :
o
in
¦—
i
i
••
uq/1
t "
II
Phenol :
:—/50
M
• "
•
II
Bis (2-ethylhexyl) phthalate
/100
H
• »
•
li
Cyanide :
/100
II
X "
n
Petroleum Hydrocarbons :
«— /10
mg/1
• »
•
M
pH !
:6.0-9.0

• «
•
ft
Flow : 003
:report

:l/m

TSS s
:~/20
nq/1
• »
•
grab
TOC :
:--/20
II
• "
•
ii
Vinyl Chloride :
:—/50
ug/1
t H
«i
Phenol :
:~/50
•i
• »
•
•i
Temperature :
:—/30
C
s "
H
Petroleum Hydrocarbons :
/10
mg/1
: "
M
PH ;
:6.0-9.0

t "
II

-------
NJ0004952: Hoffman-LaRoche, inc., located in Belvidere, Now Jersey, is in the
Pharmaceutical Manufacturinq Category (40 CFR 439) and produces vitamin C derivatives,
sulfa drugs, bulk agricultural antibiotics, dry vitamin powders, ribose, and sodium
sulfate (SIC 2833). Uiree 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 11,521 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 ERBC. 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 CCD by
the wastewater system. Limits on chloroform and dichlarobcaiKaroethane are based on
water quality standards (N.JJLC. 7:14A-1 et sag) 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
ERBC regulations. Flow-through or 96-hour static biomonitoring 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	Pinal Permit
Expiration Date: January 31, 1990	Abstract Date: June 13, 1985
EFFLUENT LIMITS (FINAL)
NJ0004952: Hoffman-LaRoche, Inc.
Pollutants
Outfall
Flow
001
:3.0/4.0 mod
: continuous
Ammonia

:—/20 ma/1
:l/m
camp
BOD-5 (95% removal req'd)
:455/910 ka/d
:l/w
It
TSS (85% removal req'd)

:455/910
i "
it
COD (report % removal)

: 6637/13212 "
i "
•I
Chloroform

:—/0.46
:l/m
arab
Dichlorbbromcmethane

:—/0.46
: "
M
Color

:100/—* Pt-Co units
: "
camp
Fecal Coliform

: 200/1000 per ml
! 1/W
arab
Nickel

:—/0.5 ma/1
»l/m
II
Oil and Grease

:—/10
:l/w
II
Phenols

:—/0.1
:l/q
if
Total Dissolved Solids

: 23636/— ka/d**
:l/w
ccreD
Total Residual Chlorine

:—/2.0 ma/1
:2/d
grab
Zinc***

:—/0.6
tl/m
•I
Total Organic Carbon

: report
: "
ccmp
PH

:6.0 - 9.0
: continuous
Flow
002,003
:repart
tl/a

COD

I—/100 ma/1
t •
grab
Oil and Grease

:—/10
» H
li
TSS

x—/50
i "
H
CH

*6.0 - 9.0
: "
n
*Temporarv variance allcws average monthly limit of 200 Pt-Co units from
~*When Delaware River can no longer accept discharge at this level, permittee
must reduce levels as specified by the CRBC.
~~~Monitoring only required when corrosion inhibitor containing this metal is used.

-------
NJ0005100: 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, Synthetic Fibers Category
(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 MGD of treated process wastewater
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 011 (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	regeneration furnace
or back to primary treatment for removal and landfilling. 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 River Bssio Commission
regulations for water quality, and the H>A Proposed Effluent Guidelines for the
Organic Chemicals and Synthetic Fibers Point Source Category. Due to the magnitude of
DuPont's thermal discharge, the limitation for Total Residual Chlorine (TRC) is based
upon BEI using i£A Steam Electric Poyej Generating Point Source Category Efflyeot
Guidelines (40 CFR 423). For Outfall 661, the permittee is required to meet an
interim whole effluent acute toxicity limit of a 96-hr LC50 ^ 2fii using fathead or
sheepshead minnow juveniles for the first 30 months. At that time, § 96-hr LC50 ^ 50%
must be achieved. Within 4 months, a plan to determine the Critical Inst ream \j§§£e
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	Final Permit
Expiration Date: August 31, 1992	Abstract Date: October 19, 1988
EFFLUENT LIMITS (FINAL)
NJ0005100: E.I. du Pont de Nemours and Corqpany (Page 1 of 3)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
UUI	>	—
DH :
s6.0 - 9.0
1VVIIWAUUUUO
•	H
•
Temperature
I—/36.7 C
• n

:4260/7710 kg/d
:2/w corp.
TSS :
:680/7490
:l/w "
Dissolved Organic Carbon:
=5400/10900 »

Color :
:350/500 (Platinum Cobalt Units)
:l/w grab
TRC :
:—/0.2 no/1
• n vi
. •..
Fluoride :
:7710/11300 kg/d
: " conrp
Nitrate-N •
/Report " ... 	
:l/m n

-------
EFFLUENT LIMITS (FINAL)
NJ0005100: E.I. du Pont de Nemours and Coirpany (Page 2 of 3)
EfilllltdDtS.	Ciitfall Ava./Max. Limits and Units	Mpnitpfipg
Nitrite-N
001
—/Report "
n
It
Total Oraanic Nitroaen

—/Reoort ka/d
it
It
Oil & Grease

Recort/5150 "
(ReDort/10 ma/1 )
l/w
arab
Phosphorus

—/Report "
1/m
comD
Surfactants


l/w
It
Barium

—/362 £/d
J-/m
comp
First Staae 02 Demand

6364/Report "
2/w
n
Iron

330/450
l/w
vt
Antimonv

67/141
IV
tt
Arsenic

Report/18.1 "
n
it
Cadmium

Report/3.62 "
n
it
Chromium. Total

80/120
ii
tt
Chromium. Hex

2.6/5.2
(—/100 ua/1)
n
it
Mercury

0.45/0.91
(—/10 ua/1)
it
it
Nickel

25/45
tt
n
Selenium

Report/3.62 "
it
it
Phenolics

257/515
n
tt
Zinc

100/109
n
it
Cvanide

32.6/74.3
n
n
Mutaaenicitv (Ames Test-.}


1/a

Ammonia-N (First 30 months)
18140/22700 ka/d
(—/45 ma/1)
l/w
it
(After 30 months)
6342/22700 "
(—/45 ma/1)
It
it
Copoer (First fpopths)
30/45
(—/200 " ) .
It
it
(After 30 months)
30/36.2 ka/d 	
tt
ii
Lead (First 30 months\

36/45
{—/100 " )
tt
it
(After 30 months)

Report/18.1 ka/d
it
tt
Flow
66\
monitor anlv
continuous
Fecal Coliform

200/Reoort #/100 ml
l/w
 20 Dercent
(first 30 months)
1/m


LC50 > 50 Dercent
(until expiration)
n
Benzene*

4.53/14.5 ka/d
l/w
arab ....
Carbon Tetrachloride*

2.72/5.44 "
It
•t
Chlor obenzene*

4.53/12.7 "
It
n
Chloroethane*

20.8/57.1 "
ft
it


9.06/13.6 "
It
n
1.2-Dichloroet hane*

18.1/27.2 "
II
tt
Methvl Chloride*

Report/9.06 "
It
it
Methvlene Chloride*

4.53/9.97 "
II
it
Tet rachloroethvlene*

4.53/11.8 "
It
n
Toluene*

5.44/18,J "
II
it

-------
EFFLUENT LIMITS (FINAL)
NJ0005100: E.I. du Pont de Nemours and Company (Page 3 of 3)
Pollutants	Outfall Ava./Max. Limits and Units	Monitoring
1.1.1-Trichloroethane*
661
Report/9.06 "
II
ti
1.1.2-Trichloroethane*

9.06/13.6 "
n
it
Trichloroethvlene*

4.53/11.8 "
n
n
2-Chlor ophenol*

6.34/22.7 "
n
cprno
2.4-Dichlorophenol*

8.15/23.6 "
n
n
2.4-DimethvlDhenol*

3.62/6.34 "
it
n
4.6-Dinitro-o-cresol*_

5.44/9.06 "
n
n
2,4-Dinitrophenol*

13.6/23.6 "
it
it
2-Nitrophenol*

5.44/9.06 "
n
n
4-Nitrophenol*

12.7/21.7 ka/d
l/w
conp
Pentachlorophenol*

11.8/18.1 "
n
it
Phenol*

Rerx)rt/9.06 "
n
ii
Anthracene*

6.34/19.0 "
n
n
Bis(2-Ethvlhexvl)Phthalate*
8.15/23.6 "
n
it
Butvl Benzvl Phthalate*

Rerx>rt/Report "
n
n
1.2-Dichlorobenzene*

22.7/45.3 ¦
n
n
Di-N-Butyl Phthalate*

7.25/14.5 -
n
ii
2.4-Dinitrotoluene*

27.2/46.2 "
n
n
2,6-Dinitrotoluene*

51.6/82.4 "
n
it
Di-N-Octal Phthalate*

Report/ReDort "
n
it
Fluorene*

6.34/19.0 "
n
it
Hexachloroethane*

3.62/9.06 "
n
it
Isophorone*

Retx>rt/9.06 "
n
it
Naphthalene*

6.34/19.0 -
n
n
Nitrobenzene*

51.6/87.0 "
n
n
Phenanthrene*

6.34/19.0 "
VI
It
Pvrene*

7.24/24.5 -
n
vt
1.2.4-Tr ichlorobenzene*
8.15/16.3 "
n
n
*Until March 31. 1989. these parameters only need to be reported;.after March. 31,
1989. the above limitations oo into effect.	J	

-------
NJ0005240: Rollins Environmental 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. Hie basis for BAT limitations is water
quality standards and stream reserve capacity (based on 7Q10 flow of 13 CFS in Raccoon
Creek), with the following exceptions: anti-backslidinq provisions of the CWA (40 CFR
122.62(1) were used to set limits for As, CD, Cr (Hex), Be, and Hg; EKBC 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 ooliform are the same as
the previous permit. The permittee is required to monitor its discharge far 129
priority pollutants. Biomonitorinq is required every month to determine the 96 hr IC-
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
Aver./Max. Limits and Units
Monitoring
Temperature
I UUJ.
sreport
s—/32 C



scant
si/d
Lnuous
cjrph
BOD-5

:64/106
kq/d
—/25
mg/1
sl/w
oanp
BOD-5 - % removal

:90% minimum



i 11

r±rst araqe uxvoen Demarei
: 91/—
kq/d


:17a
ocmp
L-iitaiauax uxyqen Derrand
:
»211/422
II


il/w
n
Total Qccfamc Carhcoi
:
* report



t M
H
Total Suspended Solids
:
185/170
kq/d
30/—
mq/1
! M
tt
Total Dissolved Solids
t
:22727.3/34090.9
11


I 11
II
Ammonia (as N)
:
:74/148
II
—/35
mg/1
:17m
II
Oil and Grease
t
:—/42
11
—/10
ft
»2/m
qrab
Fecal Coliform
t
1200/— per 100 ml


:i/m
II
Color
•
•
»—/100 units



f H
camp
Toxicity - Bioassay
t
: report



I it

Aluminum, Total
:
J4.2/8.4
kq/d
—/2.0
Tprj/1
t n
oamp
Antamonv
:
t

—/0.5
W
j*
it
Arsenic
:
:0.2/0.4
kq/d
—/0.1
M
:2/m
it
Barium, Soluble
•
•
:4.0/8.0
11
~/2.0
N
:l/m
it
BerryIlium
:
s0.2/0.4
11
—/0.1
It
t *
•1
Cadmium
•
•
t0.04/0.08
•1
—/0.02
II
:2/m
H
Chromium, Hexavalent
t
*0.2/0.4

—/0.1
It
t M
u
Chromium
t
:

—/0.5
II
j ~

Copper
•
•
jO.4/0.8
•1
—/0.2
H
:2/m

Lead
•
•
t0.2/0.4
11
—/0.1
II
1 ti
H
Mercury
•
•
:0.02/0.04
II
—/0.01
II
1 M
m

I
•
•



:

~Bimonthly
•
•
•
•



•
*


-------
NJ0005240: Rollins Environmental 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 Ortfall 001 to Racoon
Creek, tributary to the Delaware River. The basis for BAT limitations is water
quality standards and stream reserve capacity (based on 7Q10 flew of 13 CFS in Raccoon
Creek), with the following exceptions: anti-backslidinq 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 IDS; arri BPJ for
cyanide, nickel, and silver based on treatability. Limits at Outfalls 002-005 are
based on regional guidance. Limits for temperature and fecal ooliform are the same as
the previous permit. The permittee is required to monitor its discharge for 129
priority pollutants. Bicmonitorinq is required every month to determine the 96 hr LC-
50 using static or flew-through bioassay tests. Analytical quality assurance
practices using spiked and duplicate samples must be run on 5% of the samples or at
least 1 sanple per month by Rollins or its contract lab.
Effective Date: February 15, 1984	Final Permit
Expiration Date: February 14, 1989	Abstract Date: February 5, 1985
EFFLUENT LIMITS (FINAL)
NJ0005240: Rollins Environmental Services (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits and Units

:
:

Flew
: 001
(continued)
»
»

Molybdenum
•
•
:—/4.2 kq/d —/1.0 mq/1
:l/m
canp
Nickel
:
: — /0.5
~
ii
Selenium
i
: —/0.02 •'
:*
«i
Silver
•
•
: —/0.05
t*
ii
Thallium
•
•
: —/0.5
:*
ii
Titanium
:
:—/4.2 " —/1.0
tl/m
ii
Zinc
:
:1.0/2.0 " —/0.6 " :2/m
it
Cyanide
•
•
: —/0.5 " :~
qrab
Phenols
•
•
: —/0.2 " :l/m
ccmp
Asbestos
•
•
:report
[~
ii
Organic Ttaxic Pollutants:
:~~
~
qrab
PCB
:
:<1.0 uq/1 detectable
1/w
ccmp
PH
:
:6.0 - 9.0
tl/d
qrab
Flow
:002-005 :report :l/m
II
Oil and Grease
:
:—/10 mq/1 : "
ll
T0C
:
:—/50
•• M
TSS
•
•
:30/50
ii ii
Arsenic, Cr+6, Lead
•
•
:—/0.1 "
1 ii
PH
•
•
:6.0 - 9.0
ii ii
: :

~Bimonthly
:
: :

•~Concentrations tor priority pollutants, pesticides or other chemical compounds
shall not exceed 6
x iresttvrater aquatic lite (FAL) chronic water quality criteria
(WQC), 6/100 x FAL acute WOC,
and 6/20 x FAL acute WX, respectively.



-------
NJ0005746: Mineral Recovery. Inc. operates a mining mineral sand extraction facility
(SIC 1014) in Lakehurst, New Jersey and is in the Titanium Ores Subcategory of the Ore
Mining and 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 settling lagoon before being released via Outfall 001 to the Green
Branch Of. Wrangle Brook. The limitation for COD is based upon application information
and EEJ, 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: August 1, 1988	Final Permit
Expiration Date: July 31, 1992	Abstract Date: October 12, 1988
EFFLUENT LIMITS (FINAL)
NJ0005746: Mineral Recovery, Inc.
Pollutants	CXitfall Avg./Max. Limits and Units	MftflitQCinq
Flow
001
monitor onlv
1/m inst.
TSS

—/40 ma/1
" comD
Temperature

—/30 C
" arab
DH

3.5-7.0!
It »
COD

—/50.0 ma/1
1/m comD
Petroleum Hvdrocarbons

10/15 mg/1 (No visible sheen)
" grab









































































-------
NJ0029327: Peerless Tube Co.. Bloomfield, New Jersey, (W. of Newark) is in the
Aluminum Forming Category (40 CFR 467) and makes aluminum aerQgQl 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 Cr, 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 1, 1985
Expiration Date: Septerrber 30, 1990
Abstract Date:
Final Permit
October 11, 1988
EFFLUENT LIMITS (FINAL)
NJ0029327: Peerless Tube Co.
Pollutants	fotfflll
Avq./Max. Limits and Units
Monitoring
Flow
m.
monitor only
l/SL
Temperature
-/30 C (86 F)
grab
WL
~/5P m/l
l/q
X£2_
-/20 m/l
IZa.
Chromium**
-/0.5 ma/1
lZg_
Zinc**
—-/ItQ.
Copper
**
-/1.0
eh.
S.Q - 9.0
Petroleum Hydrocarbons
—/10 ma/1 (No visible sheen)
IkL
~Upon written request
limit mav be changed to 20 ma/1 TOC.
~~Monitoring required if a corrosion inhibitor containing this metal is used.

-------
NJ0030406: Tamah 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 arid 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 carton 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 BP J, an
the phenols limitations are from the previous permit. The flow limitation is
the design capacity of the facility's intended treatment system. Surface 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: Ttamah Products
Pollutants	Outfall
Avq./Max. Limits and Units
Monitoring
Flow
: 001
:—/0.122 mgd
:continuous
TSS
t
:30/50 mg/1
:l/w oanp
COD
t
:—/75
j II M
Oil and Grease
:
no
: " grab
Ammonia
:
:35/—
:l/m ccmp
Phenols
:
:—/1.0
, u h
•
Lead, Total
:
:report**
« II »
•
Nickel,

:0.5/1.0 mg/1
, II M
•
Zinc, "
:
:report**
2 tt "
Color
:
:—/100 pt. Co. U.
:l/g grab
Turbidity*
:
:40/150 NTU
:when sampled
Alkalinity*
i
:between 20-120 mg/1
| M II
Dissolved Oxygen*
:
:>3.5 mg/1 at River Mile 78.8 (1)
^ II H


:>4.5 " at River Mile 70.0 (1)
# II H

i
:>6.0 " at River Mile 59.5 (1)
« II tt
•

:
:>6.5 " 4/1-6/15 & 9/15-12/31 (2)
1 II H
•
Toxicity (Bioassay)
:
:96-hr LC50
: cruarterlv
PH
:
:6.0 - 9.0
:l/w grab
Flow
: 002
:report
:l/m
COD
:
:—/75 mg/1
: " ccmp
V.O. Scan***
:
:—/100 PDb or 90% removal, whichever
: " grab

:
:is less stringent
:
TSS
:
:—/20 mg/1
:l/m grab
PH
:
:6.0 - 9.0
mot specified
~Surface water Quality reauireroents. **Additional limitations may be imposed.
(1)24 hour average concentration: (2)Seasanal average.

-------
NM0028100: Chevron Resources Company operates an underground uranium mine (SIC 1094)
in Cibola County, which produces 600 tons per day. This facility is in the Qtg Mining
ansi 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 outfall 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	Final Permit
Expiration Date: July 17, 1993	Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
fW0028100: Chevron Resources Company
Pollutants	Outfall Ayg./Hax.limits and Units	Monitoring
Flow
001
monitor onlv
continuous
TSS

20/30 ma/1
1/w 24-hr comn
CCD

100/200 "
1/m "
Dissolved Radium 226

3/10 nCi/1
1/w
Total Radium 226

10/30
ft ft
Total Uranium

2.0/4.0 ma/1
1/m
Total Zinc

0.5/1.0
ft ft
dH

6.0 - 9.0
1/w arab
Flow
01A
monitor onlv
1/d estimate
TSS

30/45 ma/1
1/m 24-hr comp
BCD 5

30/45
ft ft
Fecal Coliform

500/500 t/100 ml
" arab
pH

6.0 - 9.0
tl ft
























*Dailv averaae/dailv maximum.

-------
NY0000345: FMC Corp. of Middleport, New York, manufactures carbofuran,
dithiocarbamate 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 001A; sludge receives gravity thickening and vacuum filtration
before disposal in a landfill. 001B consists of uncantaminated 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)
EPJ determination of BAT (nitrogen, ammonia (as N), total phenolics, total
dithiocarbamates, carbofuran, total arsenic, total zinc); (2) EPJ determination of BCT
(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
included 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. The 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: July 1, 1985	Final Permit
Expiration Date: July 1, 1990	Abstract Date: May 23, 1986
NY0000345: BMC Corp.
Pollutants
EFFLUENT LIMITS (FINAL)
Outfall
Flew
:
001
: monitor only
continuous**
Flow Ratio***
:

:—/0.20 gal/gal
II
Suspended Solids
:

: monitor only
2/m 24 hr oanp
Nitroqen, Ammonia (as
•
»

:—/4.0 mg/1
1/w
Phenolics, Total
:

:—/0.05
ti (1
Dithiocarbamates, Total
(as C52)
:—/0.05 "
ll )•
Carbofuran
•
•

:—/0.05
(i ii
Arsenic, Total
•
•

*0.2/0.4 "
it H
Zinc, Total
X

:—/0.6
« i»
(1)
t

:—/1.0 ug/1
semi-annual
: :
24 hr camp
COD
t

:monitor only :l/m 24 hr camp
Temperature
•
•

t—/90 F
1/w instant.
PH
:

:6.0-9.0
" grab
Flow
:
001A
: monitor only
continuous
Flew
:
001C
t 11
» **
(2)
:001^*4
:0.10 mg/1
semi-annual

:

:
:grab
Total Selenium, Toluene
:

:0.05
, II ll
Total Nickel
•
•

:0.20
, II ll
»
~~When discharging from 001A.
~~~Flew ratio ¦ average daily flow (001) - average daily flow fOOlC) when
discharging frcm 001A.
~~~~Action levels; if exceeded, the addition of limits may be considered.	
(1)	4,4'-DDT, 4,4'DOD, 4,4'-DDE, a-endosulfan, b-endosulfan, total mercury.
(2)	Total Beryllium, Chromium, Copper and Lead, Chloroform, Methylene Chloride,
1,2-Dichloroethane.		

-------
NY0001228: Philips EOS, Inc. (formerly GTE Products Corp.), of Seneca Falls, New Yor
is in the Electrical and Electronic Components Category (40 CFR 469). The facility
manufactures cathode ray tubes far 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 sarii 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 hiotnonitoring or a BMP plan included in the permit.
Effective Date: June 1, 1985	Final Permit
Expiration Date: June 1, 1990	Abstract Date: February 19, 1986
EFFLUENT LIMITS (FINAL)
NY0001228: Philips BOG, Inc.
Pollutants	Outfall Avq./Max. LiJitits*and units	Monitoring
:
:
Flew
001
monitor only


:continuous
BOD-5 :
270/404
lb/d
f1.4/2.04
mg/1**)
:2/m 24 hr carro
TSS :
—/404
" f—/2.04
" **)
I **
n
Fluoride, Total :
~/52
" ( —/0.26
» **)
I It
it
Cadmium, " :
—/l.l
» (— /0.006
•• **)
2 "
ii
Chromium, " :
—/4.2
" (--/0.02
» **)
S '*
ii
Zinc, " :
—/6.7
" (— /0.03
« **)
S 11
ii
Trichlonoethvlene :
—/4.2
f—/0.02

t M
grab
Temperature :
~/90 F



f 11
ti
PH :
6.0 - 9.0



:continuous
Lead, Total (3/2-12/31)
001B
—/3.4
lb/d (—/0.017
mg/1**)
:2/m 24 hr ootid
Lead, Total (1/1-3/1}
001C
—/2.3
(—/0.012
« **)
> "
if
:

:
:
:

:
:
«
:
:
:
:
:
:
:
:
:
~Daily average/daily maximum.
~~Equivalent concentrations based on 23.7 nqd flew but not included in permit.

-------
NY0001732: The ALOQft plant, located in Massena, New York, is in Subpart B, Primary
Aluminum Smelting Subcategory, of the Nonferrous Metals Manufacturing Category
(40 era 421). Hie 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 nonoantact 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. Hie 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.
Bicmonitoring is not required.
Effective Date: March 1, 1985	Final Permit
Expiration Date: March 1, 1990	Abstract Date: June 3, 1986
EFFLUENT LIMITS (FINAL)
NY0001732: ALOQA (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits* and Units	Monitoring
Flow
:
: 001
t
122/—
mod
continuous
TSS
j
*1800/2250 lb/d (14.2/17.7 ira/1**^
1/w 24 hr ocro>
Oil and Grease
:
:—/15
mar/1
1/m grab
Fluoride, Ttotal
i
t—/961
lb/d
1/w 24 hr ccmp
Aluminum, Total
:
:480/965
lb/d (3.8/7.6 ma/l**l
1/m
Copper, Total
t
:—/12.5
" (—/0.02 " **)
M II
Cyanide, Total
t
*15/30
" (0.12/0.24 " **)
" grab
PCB, Total
:
«-/2
ug/l
¦I ii
Zinc
X
/10.5
lb/d (—/0.08 ma/1**)
" 24 hr ccmp
Benzo(a) Pyrene
t
«—/1.8
" (—/0.014 " ~~)
grab
Chlorine, Total Residual^"
i—/0.25
ma/1
it
pH
:
:6.5-9.0

1/w grab
Flow
: 002
: monitor only
" instant.
TSS
t
:20/40
ma/1
" grab
Oil and Grease
i
:—/15
»i
II «
Cyanide, Total
i
1—/1.1
«
tl "
s t

: t

t t

: :

~Daily average/daily maximum.
~~Equivalent concentrations based on 15.2 mad flow but not included in permit.
~~~Seasonal (May 1-October 1).

-------
N3T0001732: The ALCOA plant, located in Massena, New York, is in Subpart B, Primary
Aluminum Smelting Subcategory, 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 fran a single Outfall, 003, is to Old Power Canal, as followss 001 —
process wastewater (14.5 mgd) combined with sanitary lagoon effluent fran 006,
formerly known as 001A (0.7 mgd); 002 - stornwater overflow (0.04 mgd); 003 —
stormwater runoff and nonoantact cooling water (0.4 mgd); and 004 — conductor
accessories wastewater and stornwater overflew (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 BP J. The facility is to conduct short-term, high-intensity
sampling programs at 001 and 006 for parameters listed in Ifebles 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 chrcratoqraphy. In addition, groundwater monitoring is required
to assess the impacts associated with wastewater and solid waste impoundments.
Biamonitoring is not required.
Effective Date: March 1, 1985	Final Permit
Expiration Date: March 1, 1990	Abstract Date: June 3, 1986
EFFLUENT LIMITS (FINAL)
NY0001732: ALCOA (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring



:
Flow :003, 004
monitor only
:l/m instant.
TSS
»
i
20/40 ma/1
: " grab
Oil and Grease

—/15
, » ii
Temperature

—/90 F
« <1 N
Cyanide, Total

—/l.l mg/1
:l/g
pH

6.0-9.0
: 1/m "
Flew
006
1.1/-mad (1)
: " instant.
CBOD-5

30/45 mg/1 (1)
: " grab
TSS :
30/45 " (1)
• II M
Fecal Coliform

200/400 per 100 ml fl)
. It II
PCB

0.01 mg/1 (2)
• H H
PH

6.0-9.0
• II II

: :

: :

: :
(1) 30 day arith. mean/7 day arith. mean.
(2) Action level limit; if excoodod, the permittee shall undertake a short-term,
high-intens ity monitoring program for PCB.	

-------
NY0007048: The General Electric Co. in Port Edward, New York, manufactures capacitors
(SIC 3999) using 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, nonoantact
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 standards. The basis
for the BCT limits (pH, BOD-5, TSS) and the BAT limits (all other pollutants) is BP J.
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, bromodichloromethane (0.10 mg/1); 1,2-(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: March 1, 1985	Final Permit
Expiration Date: March 1, 1990	Abstract Date: June 3, 1986
EFFLUENT LIMITS (FINAL)
NY0007048: General Electric Co. (Page 1 of 2)
Pollutants Outfall Aver./Max. Limits* and Units Monitoring
Flow 	: 004*** {monitor only 		 {continuous
BOD-5 :
:—/100
lb/d (— /55.5
mg/l**Ul/w 24 hr camp
TSS :
:30/50
mg/1
:l/m
li
TKN :
:—/25
lb/d (-- /13.9
mq/1**)
1/w
li
Oil and Grease :
s—/10
mg/1

1/m
grab
Aluminum, Total :
:2.0/4.0
II

li
24 hr ccmp
Chromium, Total :
:0.5/1.0
H

ii
ii
Copper, Total :
:0.4/0.8
II

ii
li
PCB's(Arochlor 1016 & 1242}
:0.0042/0.022 lb/d (0.002/0.01 mg/l*M
1/d
Ii
Bis(2-ethylhexyl)phthalate
:



5/1-10/31:
:0.088/0.22
" (0.05/0.12
» **)
ii ii
11/1-4/30:
:0.44/1.10
" (0.24/0.61
» **)
II M
1,2,4-Trichlorobenzene :
:0.0042/0.022
- (0.002/0.01
«
II
ll
Total Aqgregate**** :
:1.5/3.5
" (0.83/1.9
" **):l/w
grab
Toluene :
: 0.029/—
" (0.02/—
» **)
~ "
>
ii
Benzene :
:0.029/~
" (0.02/—
« **)
» "
t
li
Temperature :
:—/90 F

:l/m instant.
PH :
:6.0-9.0


:l/w
grab
~Daily average/daily naximum.
~~Equivalent concentrations based on 0.216 mod flow but not included in permit.
»**May contain groundwater pumped from the recovery wall and trench.	.
****Total aggregate » sum of the concentrations Of 29 purqeable halocarbons	
listed in the permit.	___

-------
NY0007048: The General Electric Co. in Port Edward, New York, manufactures capacitors
(SIC 3999) using 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 standards. The basis
for the BCT limits (pH, BOD-5, TSS) and the BAT limits (all other pollutants) is BP J.
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, trichlorofluoratethane,
trichloroethylene, 1,1,2-trichloroethane, 1,1,1-trichloroethane, vinyl chloride,
ethylbenzene, broirxiichlorcrethane (0.10 mg/1); 1,2-(trans)-dichloroethylene,
tetxachloroethylene (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) vrastewaters, analyzed for
volatile fraction priority pollutants using a GC/MS scan (EPA method 624).
Effective Date: March 1, 1985	Final Permit
Expiration Date: March 1, 1990	Abstract Date: June 3, 1986
EFFLUENT LIMITS (FINAL)
NY0007048: General Electric Co. (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flow :004 U)
monitor only : continuous
(Total Aqgregate****) (3):
" :l/w calculate
(Tbtal Aqqreqate****i(3):004 12)
" • » ii
•
•
•
•
•
•
•
•
•
•
•
:
:
•
•
: : :
•
•
:
:
•
•
•
•
•
:	 :	:
: 	:			 :

: :

: :

: :
listed in the permit.
(1)	Flows frcm recovery well KW-1 and trench to the treatment facility.
(2)	Flew from the equalization tank to the treatment facility.	
(3)	Applicable only when groundwater is pumped from the recovery well and
trench, discharged at 004.	

-------
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 BCD-5
and suspended solids limits are a BPJ determination of BCT vising 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). Biomanitoring requirements and a BMP plan are not
included.
Effective Dates July 1, 1984	Final Permit
Expiration Date: July 1, 1989	Abstract Date: March 11, 1986
EFFLUENT LIMITS (FINAL)
NY0007269: Burrows Paper Corporation
Pollutants
Outfall
Monitoring

:
•
•

j
Flew
: 001(1)
: monitor only

:continuous
BCD-5
•
•
:501/927 lb/d
(70.7/131
mg/l^):l/w 24 hr carp
Suspended Solids
•
•
:469/925
(66/130
II ** J . II •'
Settleable Solids
•
•
smonitor

:l/d
Temperature
:
:—/95 F

:l/w arab
Selenium, Total
•
•
:—/0.42 lb/d
(—/0.06
nn/r*M:l/m 24 hr ccnp
PH
:
:6.5 - 8.5

:continuous
Flow
: 001(2)
smonitor only

. ••
•
BOD-5
:
:582/1078 lb/d
(82/152
ma/l^M:l/w 24 hr carp
Suspended Solids
•
•
:545/1076 "
(77/152
« **\j « "
Settleable Solids
:
: monitor

jl/d
Temperature

:—/95 F

il/w crrab
Selenium, Total
•
•
:—/0.42 lb/d
(—/0.06
va/l**) :l/m 24 hr ccrap
PH
:
:6.5 - 8.5

:continuous
: : :
: : :
: : :
: : t
: : :
: : :
: : :
discharged to a POTW.
(2)Phase II; when 100% of the treated wastewaters are discharged to the	
Mohawk River.
~Daily average/dally maximum.
~~Equivalent concentrations based on 0.85 mod flew but not included in permit.

-------
CH0000493: 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 CFR 415, Subpart V) and has two
discharges to Fields Brook. Process wastewater, stormwater and cooling water at
Outfall 001 is treated by neutralization and segmentation 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 IDS are based on
water quality standards. Limits on zinc, lead and nickel are based on EPJ. There is
no requirement for a BMP Plan or biomonitoring included in the permit.
Effective Date: September 28, 1984	Final Permit
Expiration Dates September 25, 1989	Abstract Date, March 18, 1985
EFFLUENT LIMITS (FINAL)
OH0000493: SCM Corporation, Plant #2
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring




Flow
001
report
1/w 24 hr total
TSS

66/106
kg/d
24/40
mg/1
" 24 hr cano
IDS

1000/2450
ll
500/940
ll
" ii
Iron, Total

5.3/10.6
ii
2/4
ii
»» ti
Chlorine, Residual



—/0.5
ii
grab
Zinc, Total

—/0.53
kg/d
—/0.2
II
1/m 24 hr cano
Temperature

report
1/w
PH
:6.0 - 9.0
" grab
Flew
002
report


¦
" 24 hr total
TSS

190/480
kg/d
25/62
mq/l
" 24 hr camp
IDS

69500/89950
ll
7900/10300
It
ti it
Chrcmium, Total

—/1.5
ii
—/0.2
ll
H ft
Nickel, "

—/2.76
M


M II
Iron,

15.2/30.4
it
2/4
nq/l
•• tl
Lead

—/1.5
ii
—/0.2
M
1/m "
Zinc, "

—/2.76
ll
—/0.365
• 1 g II 11
Temperature

report


sl/w
Total Halogenated Organics
it


sl/g grab
PH

6.0 - 9.0


:continuous
Flow
601, 602
report



l/d 24 hr total
Color, Odor, Turbidity

: "


s " observation


•
•


:


:


•
•


•
•


•
•


:


t


•
•


•


-------
OH0000523: SCM Corporation, Plant #1 is located in Ashtabula, Ohio and is in the
Inorganic Chemicals Category (40 CFR 415). Uie 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 an BP J, except limits on fecal coliform and total
dissolved solids which are based on water guality standards. Limits at Outfall 001 on
TSS, total chromium, and residual chlorine are based on antidegradation policy (QAC
3745-1-05 and 40 CFR 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	Final Permit
Expiration Date: September 25, 1989	Abstract Date: February 21, 1985
EFFLUENT LIMITS (FINAL)
CH0000523: SCM Corporation, Plant #1
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring


•
•



Flow
001
:report


1/d 24 hr total
TSS

:63/125
kg/d 15/30
mg/1
1/w 24 hr canp
TDS

:36270/41273
8700/9900
II
M "
Chromium, Total

:0.25/0.50
60/120
it
II H
Copper,

:0.25/0.50
60/120
II
1/m
Zinc, "

:—/1.5
—/360
II
M "
Iron, "
:report
II M
Temperature

i «i

:l/w daily max
Chlorine, Residual
:—/0.05 mg/1
" grab
PH
:6.0 - 9.0
continuous
Flow
002
: report


1/d 24 hr total
BOD-5
:10/15 ma/1
1/m grab
TSS
:12/18
II H
Chlorine, Residual* :
:2.0/3.0 "

:l/d
Fecal Coliform*

:1000/2000
per/100 ml
:l/m
Color
: report
1/d observation
Odor
• M
II II
Turbidity
•	H
•
II M
PH
:6.0 - 9.0
1/m grab

•
•



:



: :

• •
• •

: :

~Summer only

-------
000000965: 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), Metfll 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 MGD of process
wastewater is discharged from Outfall 001 to Raccoon Creek. Treatment consists of
flow equalization, lime addition, settling, aerated Ilia PQr> 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 BP J; and the remaining parameters are
limited by water quality standards. Upon completion of the wastewater improvements, as
stated in the schedule &£ compliance, quarterly 7-day chronic toxicity tests will be
required for one year, using Ceriodaphnia and fathead minnows. Monthly acute toxicity
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 QC/MS Scans
must be performed.
Effective Date: March 30, 1988	Final Permit
Expiration Date: March 27, 1993	Abstract Date: February 10, 1989
EFFLUENT LIMITS (FINAL)
OH0000965: Whirlpool Corporation (Page 1 of 2)
Pollutants	Outfall Avg./^ax. limits and Units	Monitoring
• * •
*	1
I.TMTTS FFPHCTTVE FOR THE FIRST TWENTY-FIVE MONTHS
Flow
001
: report
1/d 24-hr total
Dissolved Oxvaen

4.0 ma/1 minimum
tl/w
arab
BCD5

65.3/97.8 ko/d
It
24-hr conp
COD
t
monitor onlv
¦ 1/m
n
Residue. Total Nonfilterable
37.2/55.8 ka/d
¦ 1/w
ii
Oil and Grease

—/18
VI
arab
Ammonia

monitor onlv
n
24-hr conp
Nitrite

n
it
n
Nitrate

«f
n
91
Phosphorus

n
.l/m
91
Chromium (Total)

3.2/6.4 ka/d
¦ 1/w
It
Coooer "

2.0/3.3
n
n
Iron "

i—/1.30
(—/1000 ua/1)
91
91
Lead "

sl.52/1.97 " :
VI
91
Nickel "

:0.65/1.30 "
(1000/2000 ua/1) :
n
91
Zinc

s—/1.30
(—/1000 - ) !
VI
9V
Aluminum "

16.5/40.3 " :
n
It
Chromium. Dissolved Hexavalent	i
monitor onlv <.
VI
91
Phenanthrene (Total) !
» 4
•»
,1/m
91
2-Nitroohenol 		I
» 4
» *
n
It
91
Bis(2-ethvlhexvl)Phthalate !
i
n
91
Total Toxic Oraanics i
»
—/2.1 ka/d i
.l/q
It
PH !
1
1
6.5 - 9.0
1/w
arab
<
~


4

4
t

1

1


-------
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 MGD of process
wastewater is discharged from Outfall 001 to Raccoon Creek. Treatment consists of
flow equalization, lime. addition, settling, aerated ponds, and BSSt aeration«
Effluent limitations for chromium, lead, aluminum, copper, and TTO are based on BAT:
nickel, zinc, oil and grease, TSS, and iron are BP J; and the remaining parameters are
limited by water quality standards. Upon completion of the wastewater improvements, as
stated in the schedule fif. compliance, quarterly 7-day chronic toxicity tests will be
required for one year, using Ceriodaphnia and fathead minnows. Monthly acute toxicity
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 GZ/ViS Scans
must be performed.
Effective Date: March 30,, 1988
Expiration Dates March 27, 1993
Abstract Date:
Final Permit
February 10, 1989
EFFLUENT LIMITS (FINAL)
OH0000965: Whirlpool Corporation (Page 2 of 2)
Pollutants	C^tfall Avo./taax. Limits and Units
Monitoring
LIMITS BEGINNING TWENTY-FIVE MONTHS AFTER EFFECTIVE DATR
	—	: QUI
Dissolved Oxvaen .
sreDort
:5.0 ma/1 minimum


• 1/w
24-hr total
grab
BCD 5 (March - NW.) :
: 6.6/10.2 knM
	(5.2/8.0

• ¦
24-hr coirm
(Dec. - Feh.) .
s25.4/3fi.2 "
(20/30
" )
• w
n
COD
:monitor only

1
• l/w
it
Beaidue. Total Nonf n Arable
:37.2/55.8 kn/rt


J 1/w
n
Ammonia (March - Nnyj .
si.65/2.54 "
(— /1Q ma/1)
(1.3/2.0 " \
•	n
•	*
flrafe.
24-hr eomD
(Dec. - Ff»h.\ ,
:10.30/15.5 "
(R. T/M.l
" )
• w
n
Nitrite .
;Qt41/JL.g2. " (0,32$/0.4f?9
" )
• n
n
PhosDhorus •
:monitor only
• n


• *
• l/m
VI
if
Chromium, PlSSOlved Hexavalent
:0.01/0.02 ka/d
(10/19
uo/1)
• *
ft
Chromium (Total) ,
sO.17/6.4 »
(130/5030
If \
• 1/w
n
CODDer " .
to.024/n.ma "
(19/60
19 \
• n
n
Iron " .
s—/1.30 "
f—/1000
n \
• "
VI
Lead " .
:0.04/n.51 "
(30/402
it \
• n
n
Nickel
:0.72/2.5 "
(563/2000
n \
• w
n
Zinc » .
:0.39/1.2
(305/951
n \
• "
n
45-kuaujjujTi •
Eflenanthrene (Total1 .
_:16.5/40.3 "
:monitor onlv


• n
t l/m
n
n
2-NitroDhenol .
• n


• n
w
BlS(2-ethvlhexvl)Phthalate
• •>


t n
it
SQtal Toxic Organirs
s—/2.1 ko/d


tl/a
M
Cfcronic Toxicitv
! —/1,04 TO-



dH
s6.5 - 9.0



flfaK






• m
m m
" 1——			¦ 	i	

-------
CH0003051: Imperial Clevite, Inc., located an 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 CER 433). Manufacturing processes include
alkaline cleaning, zinc phosphating, machining, painting, and physical assembly. The
facility has a single discharge, Outfall 001, to the Mauroee River consisting of
process and noncontact waters (18,000-55,000 gpd). Wastewaters are treated by
oil/water separation, chemical coagulation, settling, and filtration. TSS, oil and
grease, and total phosphorous effluent limitations are based on BP J, pH on Ohio Water
Quality Standards, and total lead, total zinc, and total toxic organics an BftT
effluent guidelines (40 CFR 433, Subpart A, Metal Finishing Subcategory) The permit
includes total toxic organic provisions to includes (1) 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 chromatograms (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 for specific
organic pollutants. Biomanitoring requirements are not included in the permit.
Effective Date: May 13, 1985	Final Permit
Expiration Date: May 10, 1990	Abstract Date: January 15, 1986
EFFLUENT LIMITS (FINAL)
GH0003051: Imperial Clevite, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	tfonitoring


•
•


»

Flew (mod)

001 :monitor only

:continuous
BOD-5

:15/30 to/1


1/w
grab
TSS

:20/30


M
ii
Oil and Grease

:10/20


II II
Total Lead

:0.081/0.131
kg/d
215/345 ug/1
"
ii
Total Zinc

:0.28/0.38
ii
740/1000 " : ••
Ii
1TO*

:0.40/0.40
II
1060/1060 "

Total Phosphorous

:l.l/2.2
II
3/6 rag/1
1/w
grab
PH

:6.5 - 9.0


(I
it
• •
• •

: :
"

:
•
•



: :

• •
• •

: :

• •
• •


•
•
•
•




:
:



*Guideline-based limitation, not an authorization to discharge TO) at levels
causing water quality violations. A total toxic organic management plan is ragmt«h

-------
CH0005142: Magic Chef, Inc., manufactures air conditioning and furnace equipment and
heat pumps (SIC 3449) in Columbus, Ohio. Production rates are variable 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, TIO,
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 TK) certification is required as a permit condition.
Monitoring for TIO 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. Hie flow may be estimated until this date.
Effective Date: July 12, 1985	Final Permit
Expiration Date: July 9, 1990	Abstract Date: May 2, 1986
EFFLUENT LIMITS (FINAL)
CH0005142: Magic Chef, Inc.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring


•
•
Flow
601
monitor only

:l/2w 24hr totl
Oil and Grease

1.06/2.13 kg/d
26/52 mg/l
: " grab
TSS

1.27/2.45 "
31/60
: " ccmp
Zinc, Total

0.06/0.11 "
1480/2610 ug/1
*	M II
•
Iron,

monitor only

, II II
•
Chromium, "

0.07/0.11 kg/d
1710/2770 ug/1
:l/m "
Lead, "

0.02/0.03 "
430/690
» ft It
•
Phosphorous, "

monitor only

:l/2w "
TIO*


—/2130 ug/1
souarterlv
Copper

0.08/0.14 kg/d
2070/3380 "
:l/m ocxno
Silver

0.01/0.02 "
240/430
2 M H
PH

6.5-9.0

:l/2w grab
Flow
001
monitor only

:l/m estimate
Oil and Grease

10/20 mg/1

: " grab
Iron Total

1300/2000 ug/1

: " ccmp
Phosphorous, "

monitor only

2 it tt
PH

6.5-9.0

: " grab
Flow
002
monitor only

:l/m estimate
Oil and Grease

10/20 no/1

: " grab
PH

6.5-9.0

2 it **


•
•


:
jj-i, • ,i « tit t ¦ « * i

:
~Guide based limit; discharges shall not cause water quality violations.

-------
CH0006327: DuFaat de Nemours and Company, Inc. is located in Circleville, (Mo, and
is engaged in film production by polymerization (SIC 2821). Products include
polyester film, polymide film, Kaptan 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: BCD, TSS and 1,1-
dichloroethylene - BP J; 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-dichloroethylene. There is no
biamonitoring requirement included in the permit.
Effective Date: August 30, 1984	Final Permit
Expiration Date: August 27, 1989	Abstract Dates February 21, 1985
EFFLUENT LIMITS (FINAL)
CH0006327: DuPont de Nemours and Company, Inc.
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
•
•
•
•
Flew : 601
report :l/d 24 hr total
BOD-5 :
30/45 mg/1 :l/m 24 hr ocmp
TSS :
30/45
M II
Color :
report
1/d observation
Odor :
n
II n
Turbidity s
H
H II
Flew x 602
h
" continuous
BOD-5 :
183/259 kg/d 17/24 mg/1
2/w 24 hr ccxno
TSS :
323/453 " 30/42
li II
Chromium :
0.65*/1.19 "
1/m "
1,1-Dichloroethylene :
0.81*/1.35 " :l/q grab
Bis (2-ethylhexyl) phthalate
0.54V1.08 "
li ii
Fecal Coliform

report
1/w "
Total Oxygen Demand

II
2/w
Flow

II
1/d continuous
TSS

it
2/w 24 hr coup
BOD-5

ti
it it
Fecal Coliform

»
1/w grab
FH
602&001
6.0 - 9.0 :l/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 Great Miami River. 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; Outfall 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, fill removal.
sedimentation and pressure filtration. Effluent limitations are based on ML effluent
guidelines for Outfalls 001, 002, and 621, EPJ for BCD5, 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 Dates September 10, 1985
Expiration Date: September 7, 1990
Abstract Date:
Final Permit
February 13, 1989
EFFLUENT LIMITS (FINAL)
OH0009261: Dayton Power & Light - O.H. Hutchings Station
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow

monitor only
1/fl 24-hr estimate
Temperatnrg
;l/<3 continuous
Total Residual Chlorine
Thermal	
0.2 ma/1 (maximum!
Flow
J2M.
359/2279 y Tf>& BTU/hr
**
grab
monitor only
calculated
1/d 24-hr estimate
POPS
2£S_
30/45	ira/1
30/45
:l/m grab
Total Residua] Chi orino
Fecal Co]i fnr^
2.Q/3.Q
(May 1 - Oct. 31 only):l/d
Color. Odor. Turbid ii-y
1000/2000 »/100 ml (Mav 1 - Oct. 31) tl/m
monitor only
;l/d observe
EH
Flow
m.
6.Q - 9,0
monitor only
;l/m	grab
1/3 24-hr total
2S£_
3Q/10Q	ne/l.
;l/y	giafe	
Oil and GrMsft
bh—	
15/2Q
6.0 - 9.0
Flow
Iron (Total)
J2L
monitor only
Copper.
1000/1000 ua/1
eh_

monitor only
each discharge estimate
each discharge grab	
each discharge "
each discharge
Monitor temperature the intake
il/d continuous
*N0t to be discharged more than 2 h^rs per day
.. T . . ,	;	— "--	m iivMtg trsM
~limitation becomps effective ,t»iy i. 1988.

-------
CK0000191: Sequoyah Fuels Corporation operates the Sequoyah Uranium Hexafluoride
Facility, 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 01A) wastewater and cooling water, and
Outfalls 004, 005, 007, and 008 discharge untreated stormwater runoff. Pollution
abatement procedures include lime neutralization, settling, stabilization, and
centrifuaation. Effluent limitations are based on a BEjZ determination of
technologicallv-transferred BAT/BCT effluent guidelines from the Fertilizer
Manufacturing Category (40 CFR 418) and State water 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	Final Permit
Expiration Date: November 14, 1993	Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
CK0000191: Sequoyah Fuels Corporation



aimilui jjiu
Flow
001
monitor onlv
continuous
TSS

543/1086 lb/d
3/w 24-hr comr>
Fluoride

30/75
n n
Nitrate

75/300
n n
Ammonia

monitor onlv
l/w
Total Radium 226

~/30 nCi/1
n n
dH

6.0 - 9.0
3/d
Flow
01A
monitor onlv
1/d estimate
TSS

30/45 ma/1
l/w grab
BCD 5

30/45 "
n n
Flow 004.005.007.008
monitor onlv
l/d estimate
Ammonia

19
" **
Nitrate

n
" **
Fluoride

n
" **
Total Radium 226

—/30.0 nCi/1
» **
r>H

6.0 - 9.0
" **








•


~Daily averaoe/dailv maximum.
**Bv proportional sampler.

-------
CK0001031: 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 CFR 414). The facility has
a single discharge from Outfall 001, which consists of stormwater runoff, noncantact
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 Crucho 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
biomonitorinq 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 for unoantaminated stormwater runoff and
BCD limits are based on water guality standards. Limitations on COD are based an
negotiations between the company and EPA, and reflect levels of past performance at
the facility. Uiere is no BMP Plan included in the permit.
Effective Date: September 3, 1984	Final Permit
Expiration Dates September 2, 1989	Abstract Dates May 24, 1985
EFFLUENT LIMITS (FINAL)
CK0001031: Conoco Chemical Company
Pollutants	Pitfall Avq./Max. Limits and Units	Monitoring
•
•


Flow t 001
report
1/d* estimate
BOD t
10/25 mg/1
1/m grab
COD j t75/150
1/d*
Total Dissolved Solids : :report
1/m
Total Purqeable Halocarbons s "
2/m 24 hr ccmp
Oil and Grease : s 10/15 mg/1
1/d* grab
pH : s6.0 - 9.0
"* »
t s

: s

s s

: :

: t

: :

: :

s :

> :

: :

t :

t :

• •
• •

: :

t :

• •
• •

: :

~When flowing.

-------
CK0001643: 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 EPJ
reflected in an Oklahoma Water Resource Board (OWRB) permit. Effluent limitations at
Oitfall 001 for lead, zinc, pH, and ammonia are based on BPT/BAT effluent guidelines.
TSS and fluoride limits are previous permit limits following antibacksliding
provisions. CCD 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 biomonitorinq using 100% effluent is required at Outfall 001 once per quarter
for a period of two years. A BMP Plan is not included in the permit.
Effective Date: October 30, 1984	Final Permit
Expiration Dates October 29, 1989	Abstract Dates April 5, 1985
EFFLUENT LIMITS (FINAL)
CK0001643: Fansteel Metals
Pollutants	Outfall Avq./Max. Limits and Units
t t t
Flow
t 001
:report


continuous
Lead
i
:0.14/0.31 kq/d
(0.49/1.08
mq/1*)
3/w 24 hr ootid
Zinc
i
:0.46/1.13
(1.60/3.92
" M
h it
Ammonia (as N)
t
:64.3/146.3
(223/508
»
ii II
Fluoride
:
:11/23
(38.2/79.8
" *)
II H
TSS
:
:16/32
(55.5/111.1
••
II ii
COD
i
:22.3/51.4
(77.4/178.4
*)
ii ii
Sulfate
t

5000/8000
II
II ii
Tantalum


—/1.0
It
ii ii
Columbium
t

—/1.0
II
II il
PH
s
»7.5 - 10.0


continuous
Flow
:002,003
t report


1/d** estimate
Fluoride
t
:20/40 mg/1


" ** grab
COD
:
r100/200 "


» ~* «
Nitrate (as N)
t
:10/20


» ** «
PH
t
:6.0 - 9.0


» *~
I : :
: : i
t t :
~Equivalent concentrations based on 0.076 nod flow, but not included in the permit.
**When discharging. Samples shall be taken during first two hours of discharge.

-------
QK0002429: The Public Service Company a£ Oklahoma operates the Riverside Power
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 2il 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	Final Permit
Expiration Date: September 30, 1990	Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
CK0002429: Public Service Company of Oklahoma
Pollutants	Outfall Avg./toax.*Limits and Units	Monitorinq




Flow
001
monitor onlv
continuous
Temperature

92/95 F
n
Total Residual Chlorine

—/0.29 lb/d I—/0.14 na/1)
1/w grab
pH

6.0 - 9.0
n n
Flow
002
monitor onlv
1M totalized
TSS

30/100 no/1
1/w grab
Oil and Grease

15/20
n n
pH

6.0 - 9.0
ft n
Flow
02A
monitor onlv
1M totalized
BCD 5

2.3/3.4 lb/d (30/45 xta/1)
1/w grab








PCBS
All
No discharae





There Shall be no discharge of cooling tower maintenance chemicals which contain the
126 priority pollutants.	
~Daily averaoe/dailv mayimum.

-------
GK0034321; Fort Howard Paper Company, located in Muskogee, Oklahoma/ is in the
Pulp, Paper and Paper Board Category (40 CTO 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 sorti mentation, extended
aeration, and activated sludge treatment; Outfalls 002, 003, and 004 are specifically
designated as uncantaminated 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 Coody Creek. Effluent limits at Outfall 001
are based on BAT=EPT effluent guidelines for the Deink Subcategory except the maximum
BCD limit which is the previous permit limit following antibacks 1 idinq provisions.
PCB's are limited in the permit by EPJ which reflects BAT level of treatment for the
facility. Under section 7(a)(1) 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	Final Permit
Expiration Date: October 29, 1989	Abstract Date: April 8, 1985
EFFLUENT LIMITS (FINAL)
GK0034321: Fort Howard Paper Company
Pollutants	Outfall Avg./Max. Limit!
Monitoring
: : :
Flow : 001
:report

:continuous
BOD-5 :
: 5834/10600 kq/d
(272/494
mg/l*):3/w 24 hr cam
TSS :
:8036/14924
(374/695
" *) j » «
Polychlorinated Biphenyls
PH
:6.0 - 9.0
:continuous
Flow
002,003 :report
:l/d** estimate
Flew
004 s "
{ » ** M
TOC

—/55 mq/1
: " ** grab
Oil and Grease

—/15
• » ** «
PH

6.0 - 9.0
• » ** »


:

:
•
•


•
•


:


:


:


•
•
:
:
~*When discharging

-------
C3R0000060: 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 MOD 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, biological filtration, chiorination. sludge digestion* sludge
arving. 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 sod handling.
Effective Date: March 31, 1986	Final Permit
Expiration Date: March 31, 1991	Abstract Date: May 18, 1989
EFFLUENT LIMITS (FINAL)
OR0000060: Reynolds Metals Company
Pollutants	Outfall	Avg./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
1M metered
TSS

1134/2268 lb/d
3/w
grab
Benzo (a) Dvrene

0.025/0.054 "
1/w
n
Antimony (net)

1.38/3.10
It
ti
Nickel (net)

0.59/0.88 "
n
n
Cvanide

1.0/2.0
3/w
n
Oil and Grease

Not to exceed 10 ma/1
•I
n
dH

6.0 - 9.0
n
n
MAY 1 - SEPT. 30



Fluoride (net)

102.23/487.91 lb/d
3/w
grab
Aluminum (net)

10.43/100.51 "
1/w
If
OCT. 1 - APRIL 30



Fluoride (net)

197.39/487.91 lb/d
3/w
grab
Aluminum (net)

20,20/100,51
1/w
it
SEWAGE TREATMENT PTAOT EEPTJTENIT PRIOR TO MTYTNT, WITH OTHER WASTE STREAMS
Flow

monitor onlv
1/D metered
TSS

25/50 lb/d (30/45 ma/1)
1/m grab
BCD5

25/50 " (30/45 " )
n n
Fecal Coliform

200/— */100 ml
1/w
dH

6.0 - 9.0
1/d
Chlorine Residual

monitor onlv
It w

























-------
QR0000141: The Tillamook County Creamery Association, in Tillamook, operates a dairy
products and processing facility where raw milk is used to produce Grade A milk,
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 Oatfall 001. Cooling water from the ammonia refrigeration
system is discharged from Outfall 002 to Boauist Slough. Waste sludge is stored in
tanks, which act as aerobic diaestors. and then hauled in trucks to be land applied.
Effluent limitations are based on effluent guidelines and plant production data.
Effective Date:
Expiration Date:
July 21, 1988
June 30, 1993
Abstract Date:
EFFLUENT LIMITS (FINAL)
OR0000141: Tillamook County Creamery Association
Final Permit
January 18, 1989
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
001 s0.2 MGD
1/d reading
BOD5 (effluent)
:88/219 lb/d
2/w como
(influent)
:monitor onlv
n n
TSS (effluent)
s131/341 "
n n
(influent)
:monitor onlv
n n
Chlorine Residual
:Not greater than 1.0 ma/1
3/d grab
Ouantity Chlorine Used
:monitor only
1/d reading
Fecal Coliform
:200/400 #/100 ml **
2/w grab
pH (effluent)-
:6.0 - 9.0
1/d
(influent)
:monitor onlv
n n
(Whev Cooling Tower Blowdown)
Flow

0.01 MGD
1/d estimate
Temperature

90 F
1/w grab
pH

6.0 - 9.0
if n
Flow
002
0.025 MGD
l/w estimate
Tenperature

90 F
" grab
pH

6.0 - 9.0
n n








Mixing Zone; Outfall 001 - that portion of the Wilson River not to extend bevond
	one-half the width. 100 feet upstream and 200 feet
	 downstream from the point of discharge.	
	Oitfall 002 - that portion of Boauist Slough within a 50 foot radius
	 from the point of discharge.	
**Dailv Average/Weekly Average

-------
OR0000221: The International Paper Company, operates a kraft pulp and paper mill (SIC
2611, 2621) in Gardiner, placing this facility in the Pulp. Paper. and. Paoerboard
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-hr static aciltfi toxicity tests must be
conducted on the effluent from CXitfall 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	Final Permit
Expiration Date: November 30, 1989	Abstract Date: May 18, 1989
EFFLUENT LIMITS (FINAL)
OR0000221: International Paper CoiTpany
Pollutants	ftttfall Avq,/Max. Limits and Units	Monitoring
		 • •
Flow
: 001
:monitor onlv

Color

• V*

Temperature

• n
7/w cirafo
BCD 5

:5500/11.10n lh/d

TSS

ill.700/23.400 "
ft n
dH

:6.0 - 9.0
n orab
Flow
: 002

1/w continuous
Temperature

:monitor onlv
7/w nrah
dH

:6.0 - 9.0
n n
PRJUULTION . . " " "

PulP, (kraft & wasfp

sAveraoe air-drv tons/flav

reported separated) . .

Paper

:Averaae off-thp-mArhine production

TSS

lin air-
-------
OR0000515: The Weyerhaeuser Company mill in Springfield is in the Pulp. Paper, and
Paperfroard 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 Subcategory (430.10); (SIC 2436) - Plvwood Subcategory (429.30); (SIC 2492)
Particleboard Subcategory (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 B&I 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 96-hr static
toxicity 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
OR0000515: Weyerhaeuser
Pollutants
EFI
Company
Outfall
FLUENT LIMITS (FINAL)
Avo./Max. Limits* and Units
Monitoring
June 1 - Oct. 31
001


BOD5

3000/—4500 lb/d
3/w 24-hr com
TSS

—/10.000/20.000 "
n n
Nov. 1 - Mav 31



BOD5

—/4000/6000 lb/d
n n
TSS

—/ll. 960/28.000 "
n n
When dredoina solids from aeration basin of when basin temp. < 70 F

BOD5
•5500/—/10.000 lb/d
it n
Flow
: monitor onlv
l/d continuous
PH
:6.0 - 9.0
n n
Color
:monitor onlv
3/w grab
Turbiditv
»
n n
Flow
002 :—/15/25 MGD
l/d continuous
Temperature
:—/100/115 F (record intake also)
3/w grab
Heat Discharaed **
:39.000 BTU/sec when 0 < 2500 cfs
" calculate
PH
s6.0 - 9.0
l/d continnm^
;for paper
OTHER REQUIREMENTS: fl) Dredae basins only during high stream flow: (2) slimicides &
	biocides containing trichloroohenol & pentachlorophenol are prohibited at PUlP &
mill; (3) nutrient addition bv flow-regulated device reconmended? (4) no	
paper
discharge of glue wastewater.
~Weekly avg/monthlv avg/dailv max.					 ^	„ -
**When river O > 2500 cfs. heat discharge shall not increase nver temp. > Q.25 F if	
instantaneous, complete mixing were to occur.

-------
QR0000566: The Smarfit Newsprint Corporation, in Oregon City, is a pulp and paper
mill (SIC 2611, 2621) in the Pulp. Paper, Paoerboard Category (40 CFR 430).
Approximately 12.0 MGD 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 lagoonst activated siudae. secondary clarification, ksit filtration, vacuum
filtration, and incineration. Effluent limitations are based on State water quality
standards. The mixing asoa for each outfall extends to a 50 ft. radius from the
points of discharge. Semi-annual 96-hr static acute toxicity tests and monthly
ghrcnic 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 handling plan must be in force at all times.
Effective Date: May 27, 1988	Final Permit
Expiration Date: April 30, 1993	Abstract Date: May 18, 1989
EFFLUENT LIMITS (FINAL)
OR0000566: Smurfit Newsprint Corp.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring




Flow
001
monitor only
1/d continuous
Color

n
3/w grab
PH

5.0 - 9.0
i» «
JUNE 1 - OCT. 31



BCD 5

8000/9600 lb/d
3/w 24-hr camp
TSS

13.531/25.173 "
n n
NOV. 1 - MAY 31



BCD 5

9425/15.000 lb/d
3/w 24-hr camo
TSS

13.531/25.173 "
n ii
YEAR ROUND



TSS

16.465/31.573 lb/d
3/w 24-hr camo
Flow
002
monitor onlv
1/ri estimate
TSS

16.465/31.573 lb/d
1/w 24-hr camp
dH

5.0 - 9.0
1/m arab
SLUDGE MONITORING



Depth Of Bottom R1 urine in
monitor onlv
2/y measure
Aeration Basin



PRODUCTION



PulD

Averaae air-drved tons/dav

Paoer

Average manhine-drved tons/dav






















-------
QR0001074: 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 Fapecboaid 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 siV&92. Package Plant, and chlQEination. 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 diffuser by 30 feet.
Effective Date: December 28, 1987	Final Permit
Expiration Date: December 31, 1992	Abstract Date: May 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001074: Pope and Talbot Pulp, Inc.
FV«»y WBMihS


uuuawj, u ly
Flow
001
monitor only
1/d continuous
Color

n
3/w 24-hr comn
BCD 5

2500/3700 lb/d (June 1 - Oct. 21)
ti n


4000/5000 " (Nov. 1 - Mav 311
» n
TSS

7000/10.500 "
tl VI
DH

6.0 - 9.0
" grab
Fecal Coliform

200/400 #/100 ml
1/w
Chlorine Residual

monitor onlv
1/d
SLUDGE MONITORING



DeDth of Bottom Sludge in
monitor onlv
2/v measure
_ Aeration Basin



PRODUCTION



Pulp

Average air-drv tons/dav

Paper

Average machine-drv tons/dav






















-------
OROOOH12: Teledyne Industries. In£„ in Millersburg, is in the Nonferrous MfijfcalS
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), IlUSX ClSSk (004), and
Cox Creek (005). Wastewater treatment consists of oil aasl 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 mix in? zone is defined as Truax
Creek from Qjtfall 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 25~hr acute toxicity tests and monthly (between May 1 and Oct. 31) chronic
.toxicity 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.
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)
OR0Q01112: Teledyne Industries, Inc. (Page 1 of 2)
Final Permit
Abstract Date: May 22, 1989
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
YEAR ROUND LnanTpty
Ammonia Ni<-ir^gfn
ML.
400/800 lbM
i,l/d 24-hr cow?
ThiocvanafP T^n
350/700.
Methylisobutyl ketone (ffiPK)
Flow	

monitor only
{continuous	
Temperature
Fluoride
il/w 7-day com?
ffolyfrdenum

Production-
monthly avg. of daily Zirconium dioxide and
Oil and grease	
Total Pesidual Chlorine
Hafnium dioyi^g
shall not exceed 10 ma/l
BS.
shall not exceed 0.2 ma/l
LlZtt	9£&_
g.Q - 9,0
;5/w
continuous
Acute ToyiV^y
96-hr TLM shall not be less than 50% ;2/y
effluent hv volume at a pH of 6.5 - 7.5
SEASONAL
. l OTff 1 - OCT 31
iWAmi)
m 1 - APR 3Q
Chromium.,
8115/41Q t Q-
1.8/5.1
i3/w 24-hr com?
Copper
4/14.2
7.7/17.7
;l/m
Total Cyana
Lead	
tO.8/2.1 »~
?1.4/3.1
1.0/2,7
l.g/3.9
;l/w
?3/w
**lt Total Cyanide measures qrfifiter than 0.04 ma/l. sampling shall increase to 3/w.

-------
OR0001112: Teledvne 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.
CXitfalls 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
CfiX Creek (005). Wastewater treatment consists of	solvent separators.
neutralization^ a surge pond, grit removal, clarification, and two settling ponds.
The dewatered solids are either incinerated or land filled. 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
toxicity 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.
A BMP Plan must be submitted within eighteen months and implemented no later than two
years are permit issuance.
Effective Date: September 30, 1988	Final Permit
Expiration Date: August 31, 1993	Abstract Date: May 22, 1989
EFFLUENT LIMITS (FINAL)
OR0001112: Teledyne Industries, Inc. (Page 2 of 2)

Pollutants
Outfall
Ava./Max. Limits and Units
Monitorinq
SEASONAL LOADINGS

(LB/DAY)



MAY 1 - OCT 31 NOV 1 - APR 30

Nickel

4.3/6.7 5.0/8.3
3/w 24-hr corrp
Zinc

4.4/11.3 5.2/14.1
1/w
Titanium
001
2.4/6.0 2.9/7.4
1/m
TSS

310/609 335/650
3/w
NONFERROUS METALS FORMING TREATMENT SYSTEM
Fluoride	;	; 18,4/4112
ib/
-------
CR0001589: 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 Creek
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 deianization 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 BP J, while BOD-5 limits are a combination of BPJ and Oregon
Administrative Rules (340-41-455(i)). no and pH limits are based on BCT/BRT 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 biomanitoring; however it does contain a standard
reopener clause for toxic pollutants.
Effective Date: November 1, 1984	Final Permit
Expiration Date: October 31, 1989	Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
CR0001589: Tektronix, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring,
(May 1-October 31)
001
:
No sunmer discharges allowed to Beaverton Creek.
(November 1-April 30)



Flew

—/0.400 mqd
continuous
BOD-5

—/20 ma/1
1/w ccmp
TSS

—/20

Cadmium

—/0.1
it II
Chromium (Total)

—/0.5
it *i
Copper

—/0.1 " : "
Nickel

—/0.5
II M
Zinc

—/0.5
II »l
Lead

—/0.5
II II
Cyanide Ion (Total)

—/0.1
" qrab
Ammonia (Un-ianized)

—/0.5
it H
Fluoride Ian

—/3.75 " : " ocnp
TTO*

—/0.47 " :l/m arab
PH

6.0-9.0 scontinuous
Cadmium
002
0.1/— il/w camp
Chranium (Total)

0.35/--
Copper

4.0/— 	
Nickel

1.2/— : "
Zinc

0.6/— t "
Cyanide Ion (Total)

0.2/— : " arab
PH

6.0-9.5 tcontinuous


:


:


:


•
•
*TTOtotal toxic orqanics M0 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 e8 neutralization- Effluent limitations
are based on the BAT/BCT effluent guidelines. Annual 96-hr static acute toxicity
tests are required at each outfall, as well as an annual 96-hr instream live 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
spill prevention and. handling plan must be in force at all times.
Effective Date: March 31, 1986	Final Permit
Expiration Date: March 31, 1991	Abstract Date: May 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001597: Pennwalt Corp.
Pollutants	Outfall Avg./HaX. Limits and Units	Monitoring
LIMITATIONS FOR THE COMBINED DISCHARGE FRCM 001. 002. 003. AND 004
Flow
:Not to exceed 37.0 MGD
continuous
Chromium (Net)
:4.0/8.0 lb/d (Until 6/30/87)
1/w 24-hr comp

:3.0/7.0 - (After 6/30/87)
n it
Lead (Net)
11.5/3.0 "
l/m
Zinc (Net)
*2.5/5.0 "
II II
Nickel (Net: excluding 003) :3.03/7.95 "
II II
Copper (Net: excluding 003) :4.02/9.84 "
n n
TSS (Net) : :429/920 "
l/d
Total Residual Chlorine (001 & 004) 50.0/75.0 lb/d (Until 6/30/87)
3/d grab


6.9/11.3 " (After 6/30/87)
it n
t>H

6.0 - 9.0
continuous




INTAKE MONITORING



Chromium. TSS. Ammonia

monitor onlv
1/w 24-hr conp
Lead. Nickel. Zinc. Coooer
It
l/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 Qcg Mining
aod Pressing 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. (Xitfall 002 consists of treated mine runoff and empties into Thompson
Run, and Outfalls 003 and 004 discharge treated mine runoff into Doe Run. Wastewater
treatment consists of a series of sedimentation ponds and a recirculation syatfiffi-
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 fi£i determination of the proposed BAT/BCT effluent guidelines. Once
the guidelines are finalized, the permit may be reopened to incorporate all applicable
limits. The mixing zone for (Xitfall 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	Final Permit
Expiration Date: May 31, 1990	Abstract Date: May 18, 1989
EFFLUENT LIMITS (FINAL)
OR0001627: Nickel Mountain Resources Co.
Pollutants
Qitfall
Avq./Max. limits and Units
Monitoring
Flow
001
monitor onlvs no discharge allowed
1/r! instant.


from Julv 1 through Sept. 30

oH

6.0 - 9.0 (Oct. 1 - June 30)
1/w grab
Turbid itv

monitor onlv
it n
Rainfall

II
l/m measured
Suspended Solids

600/1200 lb/d
1/w grab
Total Chromium

2.50/5.00 "
l/m
Manganese

1.50/3.00 " ^
n vi
WHEN RAINFAT.r. FYPFTFTV! c; TNTHES DURING ANY MONTO AND RIJNQFF CREATES EXCESSIVE
TURBIDITY. THE FOLLOWTNT, T.TMTTATTONR WTT.T. APPT.V
Suspended Solids
001 :3000/6000 lb/d
-l/w grab
Total Chromium
:4.0/8.0 " _!
l/m "
Manganese
4
2.50/5.00 "
n n
Flow 002.003.004:monitor onlv* From Julv 1 through
1/w estimate

1
Sept. 30. no discharge allowed, except

¦
as necessitated bv excess precipitation.
pH
I

Suspended Solids

!20.0/30.0 mo/1 j "
TREATED SANITARY WASTES AT POT NTT CF DTPTHARRR TO MTHOLR POND.
Flow

Average drv weather flow not to
2/w instant.


exceed 10.000 GPD (Julv 1 - Sept. 30)

BCD 5

2.5/5.0 lb/d (30/60 im/l>
l/m grab
TSS

2.5/5.0 " (30/60 " )
n n
Fecal Coliform

200/400 1/100 ml
n it
pH

6.0 - 9.0
1/w
Chlorine Residual

monitor onlv
2/w
Chlorine Used

n
1/w measured





-------
OR0001635: The Chevron Chemical Company plant in St. Helens, is in the Fertilizer
Manufacturing Category (40 CFR 418) and produces nitrogenous fertilizers (SIC 2873),
including ammonia (260 tons/d), urea (395 tons/d), 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 lb NH3-N/1000 lb of product; urea
0.27/0.53 lb NH3-N/1000 lb of product; and 0.46/0.86 lb organic nitrogen/1000 lb of
product. The basis for concentration and other limits at Outfall 001 is state water
quality standards, allowing q§£ limits for NH3-N, organic nitrogen, and temperature.
The mixing zone is described below. The process waste contains an average of 4 lb/d
organic nitrogen and 13 lb/d NH3-N. A SEili Prevention an£ Control Plan is to be in
force at all times.
Effective Date: December 12, 1986	Final Permit
Expiration Date: December 31, 1991	Abstract Date: January 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001635: Chevron Chemical Company
Pollutants	Qutfsll Avo./Max. Limits and Units	Monitoring
Flow
001
—/25 MGD
1/d continuous
NH3-N (Net)

2.0/4.0 ma/1
2/w 24-hr comn
Organic Nitrogen (Net)

2.0/4.0
n n
Oil and Grease

—/10
l/w grab
Temperature (Net)

< 30 F increase above intake
1/d measure
PH

6.0 - 9.0
" continuous
Flow
002
monitor onlv
1/d total
NH3-N

229/449 lb/d
2/w 24-hr comn
Organic Nitrogen

368/688
n n








Mixing Zone: 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 57»?
	feet downstream of the point of discharge.	

-------
OR0001708: 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 pond where a portion is discharged from
CXitfall 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 96-hour 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 31, 1991
Abstract Date:
Final Permit
January 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001708: Northwest Aluminum Company
Militants.
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
m.
0.2 MGD
1/d continuous
TSS.
750/1500	IfcZsL
3/w 24-hr comp
Benzo (a) pvrene
0.041/0.088 "
IZh	grab
Antimony
2,3/5.1
24-hr como
Nickel
1.0/1-5
(From April 1 to Sept. 30)
Fluoride
123.8/497.8 "
3/w
Aluminum
10.9/82.4
1/w
(From Oct. 1 to March 31)
Fluoride
243.2/497.8 "
3/w
Aluminum
22.4/82.4
1/w
Oil and Grease
Free Cvanide
—/1Q	ma/1
-/Q.4
**
2/m	grab
1/w
Total Cyanide
EH.
monitor only
6.0 ~ 9.0
l/d continuous
FlOW
M2.
monitor only
l/d measure
Chlorine Residual
grab
TSS.
20/30	ma/1 (3.3/5.0 lb/d)
1/w
BQQL
20/30
(3.3/5.0	"	L
Fecal Coliform
200/-	#/100 ml
l/m
EH-
6.0 ~ 9.0
1/d continuous
Total Flow
sm.
monitor only
1/w measure
Free Cvanide
—/Q.l	ma/1
grab
Total Cyanide
monitor only
Fluoride
Aluminum
Mixing Zone: That portion of the Colunfaia River within 300 feet from discharge Point.
**Limits in effect until completion of cvanide control facility.

-------
OR0002402: Ore-Ida Foods. Inc. operates a vegetable processing facility in Ontario,
where up to 3 million lbs/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 biologic?! 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 ao£ Control Plan must be in force at all times.
Effective Date: January 4, 1988	Final Permit
Expiration Date: November 30, 1992	Abstract Date: January 17, 1989
EFFLUENT LIMITS (FINAL)
OR0002402: Ore-Ida Foods, Inc.
pollutants	Qifcf&n Avq./Max. Limit? and Units	Monitoring
Flow
001
monitor onlv
1/d totalizer
BOD5

4200/8400 lb/d
2/w 24-hr comn
TSS

4200/8400
3/w "
Floating Solids

none visible
1/d visual
Temperature

monitor onlv
1/w grab
dH

6.0 - 9.0
1/d
Flow
002
shall not exceed 2.0 MGD
" estimate
Temperature

27 C (80 F)
1/m grab
pH

6.0 - 9.0
ft It








Mixing Zone: Point of discharae to a distance of 100 feet downstream.
• • •
TRRTGATTON FTETJ) MONITORING
No. of Acres Irrigated

monitor only
1/m
Application Rate

fl
" estimate
TKN of Irrigated Water

If
grab

-------
OR0002542: The Weyerhaeuser Co. mill in Klamath Falls, OR (s.w. area of state near
California border) is in the Sawmills and Pianino 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 (Xitfalls 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	Final Permit
Expiration Date: January 1, 1992	Abstract Date: January 19, 1989
EFFLUENT LIMITS (FINAL)
OR0002542: Weyerhaeuser Co. (Klamath Falls)
Pollutants	Outfall Ay q./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
l/d estimate
Temperature

ft
" orab
BOD-5

250/600 lb/d & monitor influent
3/w "
TSS

325/700 lb/d & monitor influent
tt n
OH

6.0-9.0
l/d arab
FlOW
002
—/II.6 mgd
" estimate
oH

6.0-9.0 or ambient level
" qrab
Temperature

—/46 C (—/115 F)
n
Flow
003
monitor onlv
1M estimate.
B0D5

30/— mg/1 (40/80 lb/d)
1/w orab
TSS

85/170 " (113/227 " )
f« n
Fecal Coliform

200/400 per 100 ml*
1/q ¦
OH

monitor onlv
1/H ¦
Chlorine Residual

n
ft ft
Pounds Chlorine Used

n
It




Production for reporting period—aw. monthly tpd Hardboarcl 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 dlSCharq1
~Monthly 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 BP J. 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	Final Permit
Expiration Date: January 31, 1992	Abstract Date: January 18, 1989
EFFLUENT LIMITS (FINAL)
OR0030589: Wacker Siltronic Corporation
Pollutants	Qutfell Ayg./Max, Limit? and Units	Monitoring
• • •
LIMITATIONS UNTIL COMPLETION OF THE POLYSILICON PLANT
(Process Wastewater)
Flow
001 :monitor only

continuous
BOD5
:15/30
mg/1
(81/162 lb/6)
:l/w 24-hr cnrnn
TSS
:15/30
n
(81/162 " )
. "
•
ft
Fluoride
:6/12
n
(33/65 " )
. "
•
fl
Hexavalent Chromium
:0.02/0.05 mg/1
(0.11/0.27 lb/a)
. «
11
Total Chromium
:0.3/1.0
n
(1.6/5.4 " )
. »
•
ft
Total Toxic Oraanics
:—/1.37
n

:l/m
_arab
fCooling Water and Boiler Blowdown)
Total Phosphates
:2.0/5.0
mg/1

:l/w
grab
(Combined Outfall)
Temperature
:85 F


:l/w
grab
Free Available Chlorine
:0.2/0.5
mg/1
*
• ~~
VI
r>H
:6.0 - 9.0

:continuous
r.TMTTS AFTER COMPLETION OF THE POLYSILICON PLANT
Flow
001 :monitor only

continuous
BOD5
:15/30
mg/1
(100/200 lb/d)
:l/w 24-hr comn
TSS
:15/30
n
(100/200 " )
. n
ft
Fluoride
:6/12
n
(40/80 " )
• "
fl
Hexavalent Chromium
:0.02/0.05 mg/1
(0.11/0.27 lb/d)
. "
n
Total Chromium
:0.3/1.0
n
(1.6/5.4 - )
. "
it
Total Toxic Oraanics
:—/1.37
n

:l/m
grab
(Cooling Water and Boiler Blowdown)
Total Phosphates
:2.0/5.0
mg/1

:l/w
grab
(Combined Outfall)
Temperature
:85 F


:l/w
arab
Free Available Chlorine
:0.2/0.5
mg/1
*
•
n
PH 			
:6.0 - 9.0

:continuous
Mixing Zone: 50 foot radius from the point of discharge?
	;	;		;	
~Discharge of chlorine shall not occur more than 2 hours on anv dav.—There Shall be.
no discharge of cooling tower blowdown during chlorination.		
**Monitoring to occur during cooling system chlorination. 		.

-------
OR0030929: Intel Corporation, produces integrated circuit components (SIC 3674) at
its facility in Aloha, and is in the Electrical and Electronic Components Category
(40 CFR 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 EBI 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 SEill Prevention gosl Control Plan is to be in force at all times.
Effective Date: August 19, 1986	Final Permit
Expiration Date: June 30, 1991	Abstract Date: January 17, 1989
EFFLUENT LIMITS (FINAL)
OR0030929: Intel Corporation
Pollutants	cxjtfaii
Ava./Max. Limits and Units
Monitoring
Flow
001

continuous
Fluorid?
—/4.0	ma/l (~/6.7 lb/d) *
1/w grab
TQtal Dissolved Solids (effluent)
-/120
(~/20Q
_L
(influent)
monitor only
Total Residual Chlorine
—/Ot 5 m/l
**
EfL
6,0 - 9,0
Mixing Zone: Point of discharge to a distance of 100 feet downstream.
~If the influent to the reverse osmosis system contains more than 20 mg/1 Of total	
dissolved solids and/or 1.0 ma/1 of fluoride, the discharge concentration may exceed
the abovementioned limits. The maximum amount of TPS and fluoride shall not exceed
200 lbs/dav and 6.7 lbs/dav. 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 ClrendCfrlSr Plastics. 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: January 8, 1985	Final Permit
Expiration Date: June 30, 1989	Abstract Date: January 17, 1989
EFFLUENT LIMITS (FINAL)
OR2021857: Cheitbond Corporation
Pollutants	Qlitfflll	Ayg./ffox, Limit? and Unlt§	Monitoring
Flow
001
< 1.0 MGD
1/d recorder
pH

6.0 - 9.0
grab
TSS

< 30 mo/1
1/a 24-hr comp
Phenol

< 0.5 -
1/w
Total Phenols

< 0.5 "
ft VI
Formaldehyde

< 10 ¦
1/m n
Oil and Grease

< 10 "
none listed
Heat

< 15.000.000 BTU/hr
1/d calculate
BOD

see below
1/m 24-hr cornn
COD

monitor onlv
n it
PH
002
6.0 - 9.0
1/d arab
Phenol

< 0.5 ma/1
1/w
Total Phenols

< 0.5 ma/1
n rt
Formaldehyde

< 10 -
ft n
Oil and Grease

< 10 "
none listed
Heat
003
< 1.000.000 BTU/hr fDailv Ava.)
1/d calculate
pH

6.0 - 9.0
" orab








BOD concentration divided bv dilution factor shall not exceed 1.0.	_
Phenol concentration at the downstream edge of the mixing zone shall be < 0.001 mo/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: Westinqhouae Electric Company in the East Pittsburg Borough of
Pennsylvania, manufactures motors, generators, and various switchgear (SIC 3621 and
3163). The facility is in the Electrical and Electronic Components 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 nancontact cooling and storm runoff waters. Outfall 003 and 005
discharge .07 and .24 mgd of nancontact cooling water, blowdown from cooling towers
and boilers, and storm runoff. Outfall 007 discharges .02 mgd of wastewater from a
brazing/welding operation, a dust collector, a sand blasting operation, and other
nonprocess water. Outfalls 001 and 002 discharge small amounts of nonprooess water,
and discharge is not allowed from Outfalls 006, 008, 010, and 012-015. Effluent
limitations for TSS are based on HPT effluent guidelines, using a BPJ determination
that BCT=HPT. Oil and grease limitations are in accordance with Pennsylvania State
limitations. The remaining parameters are limited by water qn«m-y mH * which are
more restrictive 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. Biamonitoring 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: January 7, 1985	Final Permit
Expiration Date: January 7, 1990	Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
PA0005444: Vfestinghouse Electric Ccqpany
Pollutants	Outfall Aver./Max. Limits* and Units	Monitoring
Flow
1007,001,
monitor only

:2/m estimate
TSS
:003
31/60/75
ma/1
t M
grab
PH :
6.0-9.0

• M
II
Oil and Grease
:007,003
15/30/30
mg/1
* H
M
Flew
:004,005
monitor only

•	H
•
estimate
Oil and Grease :
15/30/30
nq/1
t m
grab
TSS :
31/60/75
It
f H
8 hr camp
Copper :
monitor

{ M
li
Mercury :
II

* M
li
Zinc :
li

•	n
•
H
PH :
6.0-9.0

f H
grab
Aluminum
: 004
0.9/1.8/2.3
mg/1
•	H
•
8 hr camp
Iron :
3.0/6.0/7.5
II
9 M
II
Manganese :
2.0/4.0/5.0
II
f M
II
Titanium :
monitor

s 11
M
Arsenic :
*i

§ 11
II
Lead :
n

t 11
II
Nickel :
ti

I 11
II
:
:
:
:
:
:
:
:
~Monthly average/daily maximum/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 Susquehanna River.
The facility is in the Pharmaceutical Manufacturing Category (40 CER 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
nonccntact 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 landfillinq 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 after permit
issuance. Effluent limits on total cyanide are based on BAT effluent guidelines. All
other limits are water quality based except OCX) 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	Final Permit
Expiration Date: July 9, 1989	Abstract Date: May 3, 1985
EFFLUENT LIMITS (FINAL)
PA0008419: Merck and Ccnpany, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flew (total)
001
report


:continuous
Flew (treatment plant)

it


•	ii
•
BQD-5

2700/5400
lb/d
(31/62 mq/1*)
:l/d 24 hr camp
TSS (net\

1530/3060
II
(18/35 " *)
• It n
Ammonia Nitroqen (5/1-10/31)
2300/4600
ii
26/52 nq/1
• ti it
Ammonia Nitroqen (11/1-4/30)
4600/9200
II
52/104
•	M M
•
COD

12000/24000
ii
135/270 "
• II II
Temperature

—/100 F


: " I-S
Copper, Total

report


:l/m grab
Nickel,

II


•	II it
•
Zinc,

II


¦ II ii
Cyanide, " **

9.9/17.9
lb/d
0.11/0.2 mg/1
:l/d 24 hr como
Free Cyanide

6.7/—
ii
0.075/—
•	li ii
•
Benzene **

1.48/—
ti
(0.017/—mi/lM
:l/w grab
Chloroform **

0.43/—
II
(0.005/— "*)
• it n
Ethylene Dichloride**

2.12/—
(i
(0.024/— "*)
•	ti ii
•
Methyl Chloride**

0.43/—
it
(0.005/— "*)
#	*1 M
•
Methylene Chloride**

0.43/—
li
(0.005/— "*)
, »» II
•
Vinyl Chloride**

4.5/—
ii
(1.93/— "*)
•	It II
•
Fecal Coliform (5/1-9/301
200/1000 per
100 ml

:l/d
Fecal Coliform (10/1-4/30)
—/20000
li

• M li
BOD-5 (influent to treatment)
report


: " 24 hr ootid
TSS (influent frcm river)
ii » M »i
•
pH :
6.0 - 9.0


: " grab
:
:
~Equivalent concentrations based on flow of 10.4 mgd, but not included in the permit.
**Interim monthly average limits (lb/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 Cowanesgue River at an average rate of 0.3 mgd.
Effluent limitations for TSS and for oil and grease are based on BAT effluent
guidelines in the Leather Tanning Finishing Category (40 CFR 425, Subpart C),
whereas limitations for BCD5, total chromium, ammonia, and total phosphate are based
on water quality standards. A Toxicity 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 TRE, 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	Final Permit
Expiration Date: May 5, 1993	Abstract Date: February 23, 1989
EFFLUENT LIMITS (FINAL)
PA0008800: Westfield Tanning Company
Pollutants	Outfall Ava./frtox. Limits and Units	Monitoring
Flow
001
monitor only
1/d continuous
B0D5

50/100 lb/d
(20/40
ma/1)
1/w 8 hr comD
TSS

188/375 "
(75/150
If \
tt
ft
Total Chromium

1.06/2.12 "
(0.4/0.8
ft \
1/q
tt
Ammonia (5/1-10/31)

7.5/15.0 "
(3.0/6.0
ft \
l/w
n
Ammonia (11/1-4/30)

25/50
f10/20
ff \
ft
tt
Total Phosnhate

5/10
(2/4
tt \
ft
tt
Dissolved Oxvaen

5.0 ma/1 minimum
1/d
arab
Oil and Grease

15/30 ma/1
ft
tl
PH

6.0 - 9.0
ft
tt
Antimony (Total)

monitor only
1/m 8-hr como
Cadmium "

it
ft
tt
Mercury "

n
ft
tt
Nickel "

ft
tt
ft
Silver

tt
ft
ft
Thallium

it
ff
ft
Pentachlor ODhenol

n
tt
tt
Phenol

it
tt
It
Molybdenum (Total)

tt
ft
tt
Tin "

tt
tt
It
Beryllium "

tt
ff
It









-------
PA0008885: Procter and Gamble Paper Products Company of the Washington Obwnship,
Pennsylvania, is in the Pulp, Paper, and Paperboard Category (40 CFR 430, Subparts S &
U, Nanintegrated-Tissue Papers and Papergrade Sulfite Subcategories). Itie 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 coliform 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 lcng-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 Dates July 9, 1984	Final Permit
Expiration Date: July 9, 1989	Abstract Date: February 20, 1986
EFFLUENT LIMITS (FINAL)
PA0008885: Procter and Gamble Paper Products Canpany
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

: :
Flew
001
:report
:continuous
BOD-5

s10000/18800 lb/d
:l/d 24 hr ocmn
TSS

:10000/18800 "
•	M
•
m
NH3-N (Mav 1-Oct 31)

:2800/5600
• »
•
it
NK3-N (Nov 1-Apr 30)

:—/6900
: "
it
Chloroform

:monitor only
:l/a
grab
PH

:5.0 - 9.0
:l/d
ii

002(1)
:
:

Flow
003
:report
tl/m*
moasurai
Color

:—/75 Pt-Co units
:~~
grab
PH

:6.0 - 9.0
:~~
ii

004(1)
:
:


: :

: :


:
:
"

: :

: :

: :


•
•
•
•


: :

: :
(l)Stormwater only; the permit does not limit this outfall.
~While discharging
~~Before discharge

-------
PA0009202: Cerro Metal Producta is a copper forming plant (SIC 3341) located in
Bellefonte, Pennsylvania. The facility is in the Copper Forming Category (40 CFR
468). Discharge from cleaning lines, pickle lines, coil and rod cooling arid 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 "laraifilled. 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 arid 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 BAT. 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 mgd
Ihere is no requirement for bicnonitoring or a EMP Plan included in the permit.
Effective Date: Septanber 20, 1984	Final Permit
Expiration Date: September 19, 1989	Abstract Date: April 30, 1985
EFFLUENT LIMITS (FINAL)
PA0009202: Cerro Metal Products
Pollutants	Outfall Avq./Max. Limits and Units*	Monitoring
:
Flow : 001
X
:0.5/— mod


I
xcontinuous
Chromium, Total :
xl.34/3.28
lb/d
0.32/0.79
irq/1
:l/d 24 hr camp
Lead, " :
*0.97/1.12
II
0.23/0.27
M
,11 *1
•
Copper, " :
xO.42/0.84
n
0.1/0.20
M
• tt M
Nickel, " x
il.04/2.09
ti
0.25/0.50
II
| II «
Zinc, " :
*3.13/6.26
M
0.75/1.50
•1
• K "
Aluminum, " s
il.25/2.50
•1
0.30/0.60
II
^ 1* •'
TSS :
x75/125
It
~/30
M
j II H
Oil and Grease :
:

15/25
II
xl/w grab
Total Soluble Phosphorus
*0.54/—
lb/d
0.13/0.26
M
xl/d 24 hr oomp
Cadmium, Total :
tO.79/1.58
it
0.19/0.38
II
. n ii
•
Silver :
: report



X
pH :
:6.0 - 9.0



:
: t x
: x :
: x x
: : x
x : x
•
•
•
•



t
]	:
~Allowable maximum instantaneous concentration ¦ (2.5 x average oanc.) except
chromium - 2.0 mg/1; and oil and grease - 30 mor/1.

-------
PAQ009300: 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, Nan-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 discharge of both
outfalls for the mass units of BCD-5 and NH3-N. Outfall 003 is untreated nonoontact
cooling water and unused river water. Plant discharges are to the West Branch of the
Susquehanna River. Process wastewaters are collected in a sump and pumped to a
treatment facility consisting of polymer addition, clarification, equalization,
acid addition, neutralization, biological treatment, arvd chlorination. Sludge is
dewatered and trucked to a storage lagoon or disposal site. The limitations are based
on BPT/BftT effluent guidelines (40 CKR 425.31, 425.33) except for the ammonia, fecal
ooliform, and flow limitations which are instead based on water quality 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	Final Permit
Expiration Dates September 11, 1989	Abstract Date: March 18, 1986
EFFLUENT LIMITS (FINAL)
PA0009300: Howes Leather Canpany, Inc.
Pollutants	Outfall Avq./Max. Limits and Units
Monitoring
Flow
001,002***
Tl/d"
:279/621 lb/d N/A/573/643 mg/1* :l/w 24 hr ocmp
BOD-5
N/A/821/934
TSS
:405/891
:234/467
:700/1400
N/A/431/540
N/A/1290/NA
Armenia Nitrogen (5/1-10/31)
Ammonia Nitrogen (11/1-4/30)
15/22/30
Oil and Grease
:16/24
:200 per 100 ml (geometric avq.) or :l/m grab


1000 per 100 ml in > 10 % of samples.:
Fecal CoHform (10/1-4/30)
(200000 per 100 ml (qecmetric avq) »l/m grab
Hexavalent Chromium

0.06/— lb/d 0.055/—/0.138 mg/l*:l/v 24 hr rmf
Total Chromium

5.4/16.2 " 4.98/14.94/— " *	
PH

6.0 - 9.0 :l/d grab


t
Flow
003
0.120/— mqd tl/d
PH

6.0 - 9.0 :l/w grab


•
•


s


•
•


t

¦
t

4
i
•
•
~*Manitorinq for 002 consists of daily grab samples, except for hexavalent and
total chromium 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 CHI 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 pre treated process
wastewater, and is combined with sanitary wastewater for a flow of 0.802 mgd before
entering wet weather channel to Tdbyhanna Creek at Outfall 001. 001 was 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.
Pre treatment processes are not identified. Outfall 002 is coed pile runoff to
Barney's Pake. Permit limits on 001 are based on water guality standards. Limits on
002 are a HPJ determination of BPT, and limits on 101 are based an 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: September 28, 1984	Final Permit
Expiration Date: September 28, 1989	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
PA0010987: Tobyhanna Army Depot (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring




Flow
001
monitor only
continuous
BOD-5

201/— lb/d 30/60 no/1*
1/w 8 hr canp
TSS

201/— " 30/60 " *
M M
Ammonia as N (5/1-10/31)

120.4/— " 18/36 " *
tl «
Phosphorous as P

3.34/— " 0.5/1.0 " *
II II
Oil and Grease

100.34/— " 15/30 " *
arab
Lead

0.35/0.70 " 0.052/0.104/0.130 ma/1*
" 8 hr camp
Chlorine Residual

monitor
1/d grab
% Removal BOD-5

85%**
1/w 8 hr camp
% Removal TSS

85%**
II II
Zinc

0.60/1.20 lb/d 0.09/0.18/0.225 ma/l*
ll II
Fecal Coliform (10/1-4/30)
not specified
" arab
(5/1-9/30)
200 per 100 ml geometric avg. or
H n
t
<1000 per 100 ml in more than 10%

t
of samples

pH t
6.0-9.0
1/d
Flow : 101
monitor only
1/m pump rate
Cadmium :
0.26/0.69 ma/1
" 8 hr canp
Chromium :
1.71/2.77 "
h it
Copper :
2.07/3.38 "
ll ll
Silver :
0.24/0.43 "
it ll
Nickel :
2.38/3.98 "
II H
Cyanide (Total) :
0.65/1.20 "
1/v
TIO :
—/2.13
" arab
pH :
6.0-9.0
1/d
Flew : 002
monitor only
«***pump rate
TBS(l) :
35/70 ma/1
'•*** rprwh

-------
PA0010987: Tobyhanna 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 pre treated process
wastewater, and is cottoned with sanitary wastewater for a flew of 0.802 mgd before
entering wet weather channel to Tobyhanna Creek at Outfall 001. 001 was 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 tcwers 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 an 001 are based an water quality standards. Limits on
002 are a EPJ 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: September 28, 1984	Final Permit
Expiration Date: September 28, 1989	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
PA0010987: Tobyhanna Army Depot (Page 2 of 2)
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
:


Iron(l)
002
3.5/7.0 irej/1
l/d***grab
Manqanese(l)

2.0/4.0
» *** »
PH

6.0-9.0
» *** «


























:


•
•


:














:


•
•

: :
~Monthly average/instantaneous maximum; lead and zinc are monthly average/daily
maxliman/instantaneous maximum.
**Arith. rnowng 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.	
(1) Not applicable to discharge caused by precipitation > 10 vr. 24 hr. storm event
or equivalent snowmslt.	

-------
PA0011100: 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 aQ£l 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 M<3)), 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 MOD) 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-alkaline-chlorination method),
chrome treatment (acid-sulfonation method), silicon waste treatment (neutralization-
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 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 aualitv-based effluent
limitations listed in Part C of the permit. Total Beryllium is to be non-detectable
using EPA Test Method 210.2 (A.A., 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	Final Permit
Expiration Date: November 20, 1992	Abstract Date: November 8, 1988
EFFLUENT LIMITS (FINAL)
PA0011100: AT & T Technologies, Inc. (Page 1 of 2)
Pollutants	Qitfall Avo./Max. Limits* and Units	MffnitPEinq
Flow
•
•
001
•
monitor onlv
continuous
Temperature
•

:110 F instantaneous maximum
tl
PH
•

t6.0 - 9.0
n
Total Dissolved Solids
•

imonitor onlv
2/m
COT> , .
TSS**
•

s30/60/75 mo/1
VI
VI
Beryllium (Total)
»

imonitor only
l/m
VI
Phenols (Total) **
•

:0.050/0.10/0.125 irn/1 (0.5/0.9 lb/d)
VI
n
Tin
•

:monitor onlv

n
Benzene
•

»
R
n
Flow
•
101
rmonitor onlv
continuous
TSS**
•

-.16/32/40 no/1
1/w
care	
Oil and Grease**
•

s15/—/30 "
ii
grab-
dH
•

s6.0 - 9.0
1/d ...
VI
Fluoride**
•

i15/27/38 ma/1
2/m
core—
Cadmium (Total)
•

s0.009/0.025 ma/1 (0.043/0.12 lb/d)
n
it
Chromium (Total)**
•

i0.217/0.345/0.54 ma/l (1.1/1.7 lb/d)
VI
n
Cooper (Total)**
•

:0.072/0.117/0.18 " (0.35/0.56 lb/d)
n
n
Lead (Total)**
•

i0.015/0-024/0.038 11 (0.072/0.12 lb/d)
n
n
Nickel (Total)**
•

s0.082/0.14/0.21 - (0.40/0.67 lb/d)_.
n
n

-------
PA0011100: Ml k T Technologies. Inc.. in Reading, manufactures semiconductors and
electronic crystals and is in the Electroplating and Metal Finishing Category
(40 CFR 413) f as well as the Electrical and Electronic Components Category (40 CFR
469, Subparts A & B). CXitfall 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 MGD), well water (0.087 MGD), and
stormwater for a total of 1.1 MGD discharge to Bernharts Creek. CXitfall 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 qualitv-based effluent
limitations listed in Part C of the permit. Total Beryllium is to be non-detectable
using EPA Test Method 210.2 (AJL, 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	Final Permit
Expiration Date: November 20, 1992	Abstract Date: November 8, 1988
EFFLUENT LIMITS (FINAL)
PA0011100: AT & T Technologies, Inc. (Page 2 of 2)
Pollutants	QutfeU Avg./Max. Limits* and Unit?	Monitoring
Silver (Total)** :
101
:0.0083/0.015/0.021
" (0.04/0.072 lb/d) -
n
Zinc (Total)** :

:0.05/0.09/0.13
" (0.25/0.44 lb/d)
n
n
Total Toxic Organics :

:max. dailv 1.2 ma/1 (5.8 lb/d)
l/y
***
Arsenic (Total) :

:monitor onlv

2/v
coitid
Cvanide** :
201
:0.65/1.2/1.6 na/1
(0.11/0.20 lb/d)
2/m
grab
1.1.1 Trichloroethane** :
301
:0.002/0.004/0.005
ma/1
1/m
II
Trichloroethvlene** :

:0.010/0.020/0.025
fl
n
it
Tetrachloroethylene** :

:0.001/0.002/0.0025
ft
ii
n
Flow :
003
:monitor onlv

n estimated
PH ;

:6.0 - 9.0

n
grab
~Monthly Average/Dailv Maximum	
_**Monthlv Average/Dailv Maximum/Instantaneous Maximum	
***Monitoring for Total Toxic Oraanics 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 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 Schuvkill 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
tfastestceam 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 oual ity-based. oil and grease
are based on Chapter 22/ and suspended solids are based on the Delaware River Basin
Commission regulations (avg. monthly) and EE2 (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	CXitfall Avg./Max. Limits* and Units
Monitoring
Flow
001
:monitor only
:l/w
weir
Trichloroethvlene

«
. «
grab
1.1 Dichloroethvlene


. "
n
Temperature

:110 F **
• "
i-s
Phenols (Total)

: monitor onlv
:l/m
como
Antimonv (Total)

I
. n
It
Arsenic (Total)

"
. »
n
Bervllium (Total)

"
. "
ti
Selenium (Total)

<>
. "
n
Thallium (Total)

n
. "
it
Acrolein

»
. "
grab
Acrvlonitrile

«
. "
It
Bromoform

"
:l/g
IV
Chlorodibromomethane

»
. "
It
Dichlorobromomethane

»
. »
It
Methvl Bromide

»

It
Methvl Chloride

"
. »
IV
Flow
101
"
•rontinuous
TSS

r30/60/75 ira/1 (12/24 lb/d)
jl/m
CORD
Oil and Grease

sl5/~/30 " (6/— " )
. «
grab
Cadmium (Total)

s 0.01/0.03/— " (0.004/0.01 lb/d)
:l/g
COTD
Chromium (Total)

;1.71/2.77/4.28 " (0.68/1.1 " )
sl/m
n
Chromium (Hexavalent)

tmonitor onlv
. »
n
Copoer (Total)

;2T07/3.3fi95:> nrt/l (0.82/1.34 lb/d)
. "
tt
Lead (Total)

10.43/0.69/1.08 " (0.17/0.27 " )
, n
it
Nickel (Total)

.-2.38/3.98/5.95 " (0.94/1.58 " _L
. »
n

-------
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 MCD via Outfall
001 to the Schuvkill 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. CXitfall 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 ME 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 BET (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	Final Permit
Expiration Date: June 16, 1992	Abstract Date: November 9, 1988
EFFLUENT LIMITS (FINAL)
PA0011371: Baldwin Hardware Corporation (Page 2 of 2)
Pollutants	exitfall Avg./Ma*. Limits* and Units	Monitoring
Silver (Total)
101
0.005/0.009/0.013 n (0.002/0.004 " )
1/g comp
Zinc (Total)

1.48/2.61/3.7 - (0.59/1.03 " )
1/m
Cyanide (Total)

0.65/1.20/1.63 " (0.26/0.48 " )
n n
Total Toxic Oroanics

—/2.13/— no/1
l/v ~**
Total Dissolved Solids

1000/2000/2500 " (396/792 Ib/d)
1/m como
dh

6.0 - 9.0
1/d grab
Total Dissolved Solids
201
monitor onlv
1/m












































~Monthly Average/Dailv Maximum/Instantaneous Maxiimm	
~~Discharge shall not cause a rise of stream temperature when airbient stream		
tenperature is 87 F or above? nor cause more than a 5 F rise above ambient		
temperature until stream temperature reaches 87 F : nor cause a change of stream
	temperature bv more than 2 F during anv one-hour period.			
~~~Monitoring for TTO shall be in accordance with the document entitled: Analytical
	Methods and Sample Collection. Preservation, and Handling Techniques for the 1S>fi
	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 MGD 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 chlorinatiaru 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 Wyssmant 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 pH 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 oantains limits for Outfall 001 (before
construction) and Outfall 002 (after construction). Permit limits are water quality-
based limitations.
Effective Date: May 6, 1988	Final Permit
Expiration Date: May 6, 1992	Abstract Date: November 9, 1988
EFFLUENT LIMITS (FINAL)
PA0011894: American Olean Tile Company, Inc.
Pollutants	Outfall	Avq./Max. Limits* ar*d Units	Monitoring
Flew
J
: 001
:
monitor only
continuous
Suspended Solids
•
•
:30/60/75 irq/1 (16.5/33 lbs/d)
1/w
canp
Zinc (Total)
:
smonitor only
1/m
II
Copper (Total)
•
• "
•
u «<
Cadmium (Ibtal)
•
•
• "
•
II II
Lead (Total)
:

H
Barium (Total)
:
i "
II
H
PH
•
•
:6.0 - 9.0
l/d
qrab
Flow
t 002
s monitor only
continuous
Suspended Solids
•
•
:30/60/75 ircr/1 (16.5/33 lbs/d)
1/w
camp
Zinc (Total)
•
•
:0.13/0.26/0.33 ircr/1 (0.08/0.17 lb/d)
1/m
ti
Copper (Total)
•
•
i0.035/0.07/0.088 " (0.02/0.05 lb/d)
ti «i
Cadmium (Total)
j
:0.0025/0.005/0.0063 " (0.002/0.003 ")
"
It
Lead (Total)
:
:0.05/0.1/0.13 no/1 (0.03/0.07 lb/d)
H H
Barium (Total)
:
:1.0/2.0/2.5 " (0.65/1.3 lb/d)
II
ti
PH
:
:6.0 - 9.0
l/d
qrab
: :

• s


i
:



i
: :


•
»
:
»
»


t
•
*
•
•


:
: :


:
•
•
•


•
•
:
•
•


t
t
t

~Monthly Average/Daily Maximum/Instantaneous Maximum

-------
PA0012637: BP Oil, Inc., is an oil refinery (SIC 2911) located in Marcus Hook
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 CFR 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
Marcus Hook Creek: Outfall 002, the Story 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)/BftT effluent guidelines. A 316a variance
was granted on February 15, 1983, for the heat rejection rate. Hie 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 biomonitaring requirements.
Effective Date: June 28, 1985	Final Permit
Amended Date: December 6, 1985
Expiration Date: June 28, 1990	Abstract Date: February 6, 1986
EFFLUENT LIMITS (FINAL)
PA0012637: BP Oil, Inc. (page 1 of 2)
Pollutants Outfall Avq./Max. Limits and Units	Monitoring
: : 	 :
Flew :101,002 :report	:l/d estimate
Oil and Grease	:	: 15/30* mq/1	:l/w 3qrab/24hr
HVs4»a1	Pav4v\»\ /waf \	»	" OA	.
Total Organic Carbon (net)

:—/5.0


: " 24 hr ccmp
Temperature :

/110 F*


: continuous
Heat Re lection Rate :
(101)
:—/3.6X10E9 BTU/hr


:l/d calculated
Heat Relection Rate :
(002)
:—/1.8X10E9


• tf M
PH :

:6.0 - 9.0


;l/w grab
• • •
• • I
Flow :
201***
: report


: continuous
BOD-5 l

:1238/2228 lb/d
(48/86
mg/1**)
»2/w 24 hr conp
BCD-5 % Removal :

:89.25%/--


: " calculated
First Stage Oxygen Demand

:1800/— lb/d
(70/-
mg/1**)
:2/m 24 hr ocmn
TSS :

:990/1533
(38/59
" **)
:2/w
TSS % Removal :

:85%/—


* " calculated
Oil & Grease :

:360/675
(15/30
mg/1**)
: " 3grab/24hr
COD :

:8643/16656 -
(334/644
« **)
: " 24 hr corp
•
•

:


:
~Monthly average/instantaneous maximum.
~~Eguivalent concentrations based on 3.1 mgd flew, but not included in pemit.
***Drv weather limits.

-------
PA0012637: BP Oil, Inc., is an oil refinery (SIC 2911) located in Marcus Hook
Borough, Pennsylvania. Bie facility produces motor gasoline, jet and diesel fuel,
heme heating oil, residual fuel, and a variety of lube oils in the Petroleum
Refining Category (40 CTO 419). Discharges fron the refinery to Marcus Hook Creek
consist oft Outfall 201, industrial wastewaters fron 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;
CXitfall 101, the Marcus Hook Guard Basin (77 mgd), treated by oil skimming and
settling; and CXitfalls 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 CXitfall 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
Delavare Estuary-Zone 4. Limitations are based on a combination of ERBC and
Pennsylvania PER regulations, and BCT(=EPT)/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 bicmonitoring requirements.
Effective Date: June 28, 1985	Final Permit
Amended Date: December 6, 1985
Expiration Date: June 28, 1990	Abstract Date: February 6, 1986
EFFLUENT LIMITS (FINAL)
PA0012637: BP Oil, Inc. (page 2 of 2)
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
:
Ammonia as N
(cent.):675/1486 lb/d 35/—* ma/1 : " 24 hr ccmp
Phenols (4AAP)
:6.85/16.7 " (0.26/0.65 ma/1**)
ti "
Sulfide
:6.53/14.63 " <0.25/0.57 " **)
ti m
Hexavalent Chranium
:0.658/1.482 " {0.025/0.057 " **)
H *
Total Chranium
:8.08/23.16 " (0.31/0.90 " **)
it n
PH
:6.0 - 9.0
l/d grab
Flow
003,004,:report
l/6mos (1) est
Total Organic Carbon
005,006,
M
M (l)grab
Oil and Grease
007,008
M
(1) "
PH

6.0 - 9.0
- (2) grab
Temperature
008
—/110 F*
1/m (2U-s****




:
:
~Average monthly/instantaneous maximum.
~~Equivalent concentrations based on 3.1 mad flow, but not included in permit.
~~~Dry weather limits.		
~~~~Immersion stabilization; a calibrated device is immersed until the reading is
stabilized.		
(1 While discharging.
(2)Condensate from steam trap and storm system.		

-------
PA0044920: Lehiqhtan Electronics, Inc. in Lehightan, 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 ammonia
stripping. Sludge is treated by gravity thickening and an 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 an 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 cpwi s-t-y
standards. Limits on TSS and zinc are more stringent than BPT/BAT guidelines or
water quality standards. Biomonitoring requirements and a BMP Plan are not included
in the permit.
Effective Date: July 23, 1984	Final Permit
Expiration Date: July 23, 1989	Abstract Date: April 29, 1985
EFFLUENT LIMITS (FINAL)
PA0044920: Lehighton Electronics, Inc.
Pollutants	Pitfall Avq./Max. Limits and Units

•
•




Flew
001 : report
1/d
Oil and Grease
:15/30*
mg/1

1/m
grab
TSS
:20/40
II

it
24 hr camo
Cadmium
:0.26/0.69
ii
: "
M
Chromium
:1.71/2.77
ii

ii
II
Copper
:0.09/0.18
lb/d
0.9/1.80 mg/1
H
II
Load
sO.43/0.69
mg/1

It
II
Nickel
:2.38/3.98
II

I "
II
Silver
:0.24/0.43
ii

II
II
Zinc
:0.20/0.40
ii

H tl
Cyanide
:0.65/1.20
it

II
tl
TTO
:—/2.13
ii

1/y
II
NH3-N
:2.0/4.0
lb/d
20/40 mg/1
•l/m 24 hr octod
Phenols
:0.045/0.09
ti
0.45/0.9 "
II
II
Tin
:0.14/0.28
II
1.4/2.8
li
H
PH
:6.0 - 9.0
l/d
grab

•
•

: :


•
•


:


¦


•
•

<
¦



:


¦


•
•

4
4
~

:
~Instantaneous maximum

-------
PR0021407: Syntax (F.P.) Inc., located in Humacao, 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 CFR 439). A discharge consisting of process and sanitary wastewaters and cooling
water is treated with activated sludge, bpHi mentation, and disinfection before
entering Palmarelo 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. ttie permit
limitations are based an water quality	Duplicate and spiked samples must
be run for each pollutant analyzed for permit compliance an 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 Dates April 1, 1984	Final Permit
Expiration Date: April 1, 1989	Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
PR0021407: Syntex (F.P.) Inc. (Page 1 of 2)
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
Flew
001
—/0.030 mgd
:continuous
BOD-5

—/30 mq/1
:2/ro
ocmD
TSS

—/60
: "
II
COD***

—/188
: "
it
Total Coliform
001, 002
—/10000 per 100 ml
:l/m
grab
Fecal Coliform
:2000/80% < 4000 per 100 ml
: "
II
Residual Chlorine
s—/0.5
:l/d
it
Color

—/10.0 Pt/CO units
:2/m
II
Turbidity

—/50 NTU
• «
•
li
Dissolved Oxygen

> 5.0 mg/1
:l/d
ii
IDS

—/500
:2/m
H
Chlorides

—/250
:l/m
ii
Nitrate plus Nitrite (as
N)
—/10.0
:2/m
n
Total Phosphorous

—/1.0
• ••
•
ii
Oil and Grease

10.0/15.0 "
• »
•
ii
Settleable Solids

Not to cause deposition in, or be
:l/d
it


deleterious to, the receiving vater.
•
•

Temperature

—/94 F
: "
ii
Arsenic

—/0.050 mq/1
:l/m
ccmp
Barium

e—/1.0
: "
ii
Boron

t— /1.0
snot reguired
Cadmium
ccrp
Chromium (Hexavalent)
Chranium ("Dotal)
t--/0.05
tnot required
i—/0.05
:l/m ccnp
:—/0.04
Copper		.	
~Daily average/daily maximum.	
~~Monitoring is not reguired for Outfall 002.
***Influent and effluent monitoring required.

-------
PR0021407: Syntex (F.P.) Inc., located in Humacao, Puerto Ricx?, manufactures oral
contraceptives, anti-inflaimatory tablets, and a product called Kato, which is a
pcwder for use by humans with lew potassium percentages in their blood (SIC 2834).
The plant operations place the facility in the Pharmaceutical Manufacturing Category
(40 CFR 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. Stonnwater runoff is
discharged directly to the creek without treatment at Outfall 002. The permit
limitations are based an water quality standards. Duplicate and spiked sanples must
be run for each pollutant analyzed for permit carpliance on 5% of the sanples or at
least on one sample per month, whichever is greater, for monitoring guality 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 bicmanitoring procedures
or the submittal of a EMP plan.
Effective Date: April 1, 1984	Final Permit
Expiration Dates April 1, 1989	Abstract Dates toy 23, 1986
EFFLUENT LIMITS (FINAL)
PR002l407s Syntex (F.P.) Inc. (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

001, 002


Cyanide
cant.
—/0.20 ma/1
not required
Detergents (MBAS***)

—/0.100 ••
1/m camp
Fluoride

—/0.70
not required
Iron

—/0.30
1/m ootid
Lead

—/0.05
H II
Mercury

—/U.UUl " : "
Phenolic Substances

—/0.001 " s "
Selenium

—/0.01 " mot required
Silver

i
i
\
o
o
o
JO
••
Sulfide

—/U.UU2 " i "
Sulfate
X—/250 " : "
Zinc

—/0.050 " :l/m camp
PH

6.9-9.0 :l/d qrab


:

:



























s


•
•


s
*Daily average/daily maximum.
**Monitoring is not required for Cutfall 002.
~~~Methylene Blue Active Substances.

-------
FR0023329: Caribbean Refresoos, 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. Hie discharge is considered to
be temporary; wastewaters will be routed to a nearby POTW whan constructed by the
P. R. Aqueduct and Sewer Authority. Permit limitations are based on a combination of
water duality standards, BP J, and treatment technology considerations. Duplicate and
spiked samples must be run on 5% of the samples or an at least one sample per month,
whichever is greater, for monitoring quality assurance purposes. Ctoce 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
bianorutaring requirements, but has a standard reopener clause for toxic pollutants.
Effective Date: November 1, 1984	Final Report
Expiration Date: October 31, 1989	Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
PR0023329: Caribbean Re frescos, Inc. (Page 1 of 2)
Pollutants	Outfall Aver./Max. Limits* and Units	Monitoring
: : 	 :
Flow : 001
—/0.035 mod
:continuous
BOO-5 s
—/20 mar/1
:l/m
ocmp
TSS :
—/20
: "
•i
Dissolved Qxvqen :
> 5.0
jl/d
grab
Fecal Coliform (MPN/lOOml)
2000/80% samples < 4000
tl/m
if
Total Coliform " :
—/10000
: "
ti
Residual Chlorine :
—/0.5 mq/1
il/d
II
Color :
~/10 Pt/Co S.U.
:2/m
it
Turbidity :
—/50 NTU
• ••
•
it
IDS :
~/500 mq/1
: "
ii
Chlorides :
—/250
tl/m
H
Nitrate + Nitrate (as N):
—/10
: "
«»
Total Phosphorous :
—/1.0
: "
II
Oil and Grease :
10/15
:2/m
H
Settleable Solids :
Not to cause deposition in or be
:l/d
it
:
deleterious to the receiving water.


Temperature :
—/94 F**
:l/d
grab
Arsenic :
—/0.05 mg/1
:l/m
comp
Barium :
—/1.0
:composite
Boron :
—/1.0
: "

Cadmium :
—/0.005 "
:l/m
ocmp
Chromium, Hexavalent :
—/0.05
icomposite
Chromium, Total :
—/0.05
: "

Copper :
—/0.04
:l/m
comp
>
:
•
•
:
~Daily average/daily maximum.
~~Discharge not to increase temperature more than 5 F above ambient.

-------
PR0023329j 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 oancentrate products for
carbonated beverages (SIC 2087). A single discharge consisting of process and
sanitary wastewaters (0.025 mgd) is fran 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 POIW when constructed by the
P. R. Aqueduct and Sewer Authority. Permit limitations are based on a combination of
water quality standards, BP J, and treatment technology considerations. Duplicate and
spiked samples mast be run on 5% of the samples or an 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
bicmanitoring requirements, but has a standard reopener clause for toxic pollutants.
Effective Date: November 1, 1984	Final Report
Expiration Date: October 31, 1989	Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
PR0023329: Caribbean Refrescos, Inc. (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits* and Units
:


•
•

Cyanide 001 (cant)
—/0.20

scomposite
Determents** :
—/0.100 mq/1
:l/m
camp
Fluoride :
—/0.70
It
• »
•
it
Iron :
—/0.30
M
• »
•
ii
Lead :
—/0.05
II
• "
•
ii
Mercury :
—/0.001
II
: "
H
Phenolic Substances :
—/0.001
II
: "
It
Selenium t
—/0.01
II
•	M
•
11
Silver :
cs
o
o
o
—
I
II
•	H
•
M
Sulfide :
—/0.002
M
t "
II
Sulfate t
—/250
II
•	M
•
II
Zinc :
—/0.05
II
• ••
•
II
pH t
6.0-9.0

*l/d
grab
:
i
		:	:
~Daily average/daily 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 and
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)
FlOW
Pollutants
fiitfall
QQ1
Avq./Max
—/Q.175
Limits* and Units
mad
Monitoring
continuous—
PQP-5
zDSl
mg/1
1/m corcp
ISS_
4Q/80
1/d grab
CQCL
22P/3SQ
IZhl
Dissolved Oxygen
not less than 5.0 mg/1
Total Coliform (MPN/100 ml)
Fecal Conforms
-/IQrOOO
2000/80% samples <4000
Residual Chlorine
-/5W uq/1
13-
BH.
6tP ~ 9,0
Color
—/10 (Pt/Co sm
IZhl
Turbidity
~/50 wro
Total Dissolved Solids
—/500 ma/1
Chlorides
-/250
Nitrate + Nitrite as N
—/10
Total Phosphorus
-/l.Q
Oil and Grease
1Q/15
2Zhl
Settleable Solids
no deposition or deleterious effects
lZsL
Temperature
734.5 C (95 F) rate of increase not
to exceed 1 F/hr and 5 F/24 hr
Arsenic
—/50 ug/1
IZel
Cadmiuro

Hexavalent Chromium
-J3L
Total Chromium
-J5Q.
QSBDSJL
—/40
Cyanide
-/2QQ
Detergents
-/1QQ
Sulfate
Zinc
Lead
Mercury
—/.250 rog/.l
—/5Q ug/1
—/50 "
—/l.Q "
II
-ir
n
~ir

-------
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,.
gaod filtration; carLm adsorption, reverse osmosis, and disinfection using chlorine.
Effluent limitations for BOD, TSS, and COD are based on a BPJ determination of BAT and
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 acuta 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 2 of 2)
Phenolics
001
—/l.O ua/l
J.I1U
1/m arab
Selenium

1
>
o
3
n n
Silver

—/2.0
n n
Chloroform

e
o
o
CN
1
n n
Methylene Chloride

—/200 "
n n












































































* Daily average/Daily maximum


-------
RI0001139: 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 Bfi 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 CXitfall 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 (NQAEL) 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	Final Permit
Expiration Date: July 31, 1991	Abstract Date: January 12, 1989
EFFLUENT LIMITS (FINAL)
RI0001139: Stanley-Bostitch
Pollutants	Oitfall Ava./Max. Limits and Units	Monitoring
Flow
001
:63,000 GPD
fMax. Daily)
continuous
Temoerature
:—/80 F


-------
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. Hie tests
will be for the determination of 90% survival and LC50r and may be static unless a
loss of dissolved oxygen due to high BCD 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 CFR 122, Appendix D, Tables II & III
The above procedures reflect requirements established in the State's Water Quality
Regulations for Water Pollution Control (1984), Appendix C.
Effective Date: February 18, 1986	Final Permit
Expiration Date: February 18, 1991	Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
RI0001180: GTE Products Corp.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

:

Flow-
001 :0.9/— mqd
continuous
Flew (WWTP Only)
:report
11
TSS
:130/230 lb/d
2/m camp
Fluoride
:50/87
II II
Oil and Grease : <50/100 "
•• **
Hexavalent Chromium : :0.05/0.10 mq/1
" qrab*
Total Chranium s : report
" camp*
Silver : :0.05/0.10 mq/1 : " " *
Lead :
0.05/0.10 "
H ¦¦ *
Temperature

report
» **
PH

6.0-8.5
» **
Arsenic, Mercury, Zinc,

monitor
l/q 24 hr carr>
N-Nitrosodiphenylamine,

:
Bis (2-ethylhexyl)

:
phthalate :


Chloroform, Benzene, :
monitor
1/q grab
Toluene, 1,1,1,- :


Trichloroethane, 1


Trichloroethylene	5	:	:
: :
:
: :
•
•




~Before dilution with cooling vater.
~*011 and Grease—average of 8 grabs; temperature—maximum of 8 grabs;
pH—range of 8 grabs.	

-------
RI0021539: The Robert Derecktor of Rhode Island facility, located in Middletown,
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 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 BP J. and State
water quality standards. Oie 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 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 BCD 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:	Draft Permit
Expiration Date: April 7, 1992	Abstract Date: April 11, 1989
EFFLUENT LIMITS (FINAL)
RI0021539: Robert E. Derecktor of Rhode Island (Page 1 of 2)
Pollutants	Qutfaii Ava./toax. Limits and units	Monitoring




TSS
influent
monitor onlv
1/fli romp
Cadmium

VI
VI B
Chromium

It
It VI
Conner

IV
n vt
Nickel

If
ft 91
Lead

n
vt «
Tin

n
VI VI
Silver

VI
n ft
Zinc

VI
VI I*
oH

n
VI «
Flow 001.002.003
80.000 GPM (Max. Dailv)
" naleulate
Oil and Grease

15 ma/1 (Max. Dailv) 	
" arab
TSS
smonitor onlv
1/m como
Cadmium

n
VI «
Chromium

N
VI »
Copper

vt
it n
Nickel

n
n vt
Lead

n
it «
Tin .
n
vt v«
Silver
VI
n vv

-------
RI0021539: The Robert Derecktor of Rhode Island facility, located in Middletown,
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 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 Coddinaton Cove. The effluent limitations are based on BEJf and State
water quality standards. Oie 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 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 (NQAEL) and
the DC50. The permit may be modified or a Toxicity Reduction Evaluation may be
required if the results deem such action necessary.
Effective Date:	Draft Permit
Expiration Date: April 7, 1992	Abstract Date: April 11, 1989
EFFLUENT LIMITS (FINAL)
RI0021539: Robert E. Derecktor of Rhode Island (Page 2 of 2)
Pollutants	CUtfall	Ava.yfrax. Limits and Units	Monitoring
•


Zinc :
n
ft ti
DH !
n
" arab
Flow s 004
8000 GPD (Ava. Monthlv)
continuous
TSS s
monitor onlv 2/discharae-ar^
Oil and Grease :
15 ma/1 (Max. Dailv) 4/discharae "
dH :
6.5 - 8.5 3/discharae "
Polvnuclear Aromatic Hydrocarbons
monitor onlv 1/discharae "
Volatile Oraanics :
ft
» n
Total Lead :
n
" W
•


•


•


•



-------
RI0021610: 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 Newport 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
Nar raa an sett gax (Newport Offshore and Derecktor Shipyard) and the Providence River
(Promet Marine). Effluient limitations are based on BPJ and water quality standards.
Effective Date: February 13, 1989	Final Permit
Expiration Date: February 13, 1993	Abstract Date: April 5, 1989
EFFLUENT LIMITS (FINAL)
RI0021610: Aqua Kleen, Inc.
Pollutants	aitfall Ave./Max. Limits and Units	Monitoring


•
Flow
001
1000/— GPD -continuous
TSS

4.0/— ma/1 2/discharae-arab
Oil and Grease

—/15 " 4/discharae- "
dH

6.5 - 8.5 3/discharae- "
Polvnuclear Aromatic Hvdrorarbons
monitor onlv 1/discharae- "
Volatile Oraanics

" 1/discharae- "
Lead (Total)

" 1/discharae- "





























































-------
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 Huaains Creek. The treatment facility is comprised of a I231. screen.
comminutor. 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 BCD5 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 Daohnia pulex or Ceriodaohnia. 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	Final Permit
Expiration Date: January 31, 1992	Abstract Date: December 29, 1988
EFFLUENT LIMITS (FINAL)
SC0000302: BASF Fiber
Pollutants	CMtfflll Avg»/MflX. Limits and Units	Monitoring




Flow
001
monitor only
1/d continuous?
BODS

29/47 kg/d (64/103 lb/d)
2/w 24-hr coup
TSS

25/45 " (56/99 - )
II tl
Anroonia

28/46 " (61/101 " )
n n
Fecal Coliforms

1000/2000 #/100 ml
l/w arab
Total Residual Chlorine

0.5/1.0 mo/1
n n
Toxicity

I£50 greater than or eaual to 57% 2/v 48-hr acute*
oH

6.0 - 9.0
continuous
Flow
002
monitor onlv
1/d continuoi^g
Temperature

32 C
n n
BOD5

6.7/12.5 kg/d (14.7/27.5 lb/d)
l/w 24-hr carp
TSS

6.7/12.5 " (14.7/27.5 " )
n n
OH

6.0 - 9.0
" arab

























-------
SC0000914: Venture Chemicals, Inc., of Lobeoo, 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 CET* 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
chlorinatian. Sludge is treated with aerobic digestion and drying beds. Limitations
for BOD-5, ammonia, and ultimate oxygen demand (U0D=1.5XB0D-5+4.5X ammonia) are based
on water guality standards, and limits for TSS are based on BP J, 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-trichlombenzene.
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 o
osyter spat in Campbell Creek; (3) Chlorine toxicity evaluation submitted by 9/30/85;
(4) Macroinvertehrate 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: July 1, 1985	Final Permit
Expiration Date: June 30, 1990	Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
SC0000914: Venture Chemicals, Inc.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
:
Flew : 001
t
iO.40/0.80 mad
continuous
BOD-5 :
: —/120 mg/1
2/w 12 hr carp
TSS :
: 91/181 ka/d s - 24 hr oomp
Anmonia :
:report
" 12 hr canp
Ultimate Oxygen Denand* :
inot to exceed 136 kg per tidal cycle
N «
Chlorine (Total Residual)
• —/0.2 mg/1
,3/w grab
Toxicity t
:not to occur at less than 66%
3/v oontinuous
: : effluent concentration

Lead** :
: report
1/m 12 hr canp
Total Coliforms :
: 70/230 per lOGnr**^
2/w grab
PH s
16.0-9.0
1/d
t :

t :

:
t

:
:

:
i

:
:

:
s

~LED is equal to 1.5XB0D-5+4. 5X total ammonia; BOD-5 and ammonia are ocncosited
over one tidal cycle (about 12 hoursK			
~~Limits may be added or sampling frequency modified after one year of sampling.
~~~Monthly median/daily maximum

-------
9C0001015: The Bowater Carolina Company, located in Catawba, is in the Pulp. Paper.
SOd Paperboard Category (40 CFR 430, Subparts G, H, I, M, N, and 0) and manufactures
market sulfate pulp, printing paper (newsprint), and coated book (publication) paper
(SIC 2611, 2621). Qjtfall 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 primacy Clarifigatiom aeration basins. Sludge ponds, and a holding pond
with a controlled discharge. Effluent limitations for B0D5, TSS, and pH are gPT 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 BCD loading equation, based on stream flow, has been incorporated in the permit. A
BMP 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
001A
monitor onlv
1/w instant- T
Fecal Coliform

1000/2000 #/100 ml
grab
TSS

—/60 ma/1
tt n
Flow

monitor only
l/d continuous
BOD5

10.300/19.800 ka/d
2/w 24-hr corrp
TSS

20.200/37.600
n n
Anmonia

180/-
n n
Color (increase of

32/42 color units
i/d
receivina stream)



Fecal Coliform

monitor onlv
l/w arab
oH

o>
•
0
1
kO
•
o
1
l/d continuous
Flow
003
monitor only
1/m estimate
TSS

—/60 ma/1
" grab
Oil and Grease

—/15 "
ft fl
oH

6.0 - 9.0
1/m
Flow
004.005
monitor only
1/a estimate
TSS

n
" COJT1D
Oil and Grease

ii
ft IV
oH

6.0 - 9.0
1/m

































-------
SC0001180: Ethyl Corporation, in Orangeburg, produces 117,00 lb/yr of industrial
organic chemicals via alkylation, condensation, esterification, carbonylation,
oxidation, disprqportionation, saponification, acidification, and hydroalumination
(SIC 2861). This facility is in the Organic Chemicals. Plastics. an£ 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,
primacy clarifies ail sKimmerSr equalization pond, be adjustment system, aeration
basinr secondary clarifjer with Sludge return, stormwater impoundment and conveyance
systenk sand drying beds, sludge storage basin, mechanical sludge dewatering with a
Sludge thickenerf equalization neutralization, tiffi belt filter presses, and a
groundwater recovery system, which employs french drains. Effluent limitations are
based on BBI and are the same as in the previous permit. Concentration limits have
been added for BCD5 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 Elan is to be maintained and updated.
Effective Date:
Expiration Date:
November 1, 1985
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
ML
1.45/2.5 MGD
1/d continuous
BQDL
iWm	kg/d (—/106 mg/1)
7/v 24-hr-conp
TSS.
191/381
<—/200
_L
Phenols
Qtg/Q,9
grab
ftrcnonia
75/15Q
24-hr comp
Oil and Grease
45/68
(1Q/15 TO/1)
2/m grab
Toxicity
96-hr LC50 > 82% effluent
1/s	acute
Fecal Coliforms
1000/2000 «/100 ml
1/w grab
Bis (2-ethvlhexvl) nhthal af e
monitor only
IZhl
1.2-Dichloroethane
1.1.1-Tr ichloroethane
1.1-Dichloroethane
Chloroform
1.1-Dichloroethvlene
Ethylbenzene
Methylene Chloride
Methvl Chloride
Toluene
ZinsL
24-hr comp
Cvanide (Totals
grab
Benzene
BH.
6.Q - 9.Q
continuous
JL

-------
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 Conqaree River 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 and stormwater basin, and a 113 acre land application sludge field. Effluent
limitations were derived by BgJ. for the process discharge based on the mean plus 2.
Standard deviations Zql capability demonstrate ^ fcJae wastewater Treatment Plant. BPJ
for cooling water and filter plant discharge, and effluent guidelines. Within six
months of permit issuance, an acute 9$-h
-------
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 an 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 1b 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 CFR 410), and reports the following
daily production: natural fabric-76,500 lbs; synthetic fabric - 38,250 lbs; and
blends - 140,250 lbs. Effluent limits on fecal ooliform 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	Final Permit
Expiration Date: March 31, 1990	Abstract Date: June 13, 1985
EFFLUENT LIMITS (FINAL)
SC0001368: Cone Mills Corporation
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: : ?
Flow
: 001
: report


{continuous
TSS
•
•
:2270/4539 lb/d
(109/218
mg/1^
:3/w 24 hr ccmp
BOD-5
:
:840/1680
(40.3/80.6
" *)
a M «
COD
:
113387/26775 "
(642/1284
" *)
t »l H
Chromium, Total
t
:12.75/25.5
(0.61/1.22
" ~)
:l/w
Phenols
t
t12.75/25.5
(0.61/1.22
" *)
:l/m arab
Sulfide
:
:25.5/51.0
(1.22/2.45
« *)
. 11 ii
Fecal Coliform
j
:1000/2000 per 100 ml

:l/w
pH
:
:6.0 - 9.0


{continuous
Flow
: 002
:report


:l/d** instant
TSS
:
• M


sl/w arab
PH
i
:6.0 - 9.0


. It M
Flow
: 003
: report


jl/d^^ instant
TSS
t
:30/50 mg/1


:l/w arab
Oil and Grease
:
:15/20


. II H
PH
:
:6.0 - 9.0


. N M

~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 flew rate 120,000 gpd.	

-------
SC0001473: The L-Tec Company (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 Fee
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 guality criteria from the EPA Red Book are used to set limits for toxics
and pH at 001, which are more stringent than BAT guideline limits for the metal
finishing industry. The basics for the 001 limitations of BCD-5, TSS, Oil and Gas,
temperature, and DO is not mentioned in the facility's fact/rationale sheet. The
limitations for 002 are from the previous permit. The permittee is required to sample
COD for 18 months and submit a correlation between BCD-5 and COD. The permit will be
modified to incorporate COD limits once they have been established. In lieu of
monitoring for TOO, 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 CER 401.17 for pH under continuous monitoring.
Effective Date: December 1, 1984	Final Permit
Expiration Datei November 30, 1989	Abstract Dates April 21, 1986
EFFLUENT LIMITS (FINAL)
SC0001473: L-Tec Company (Formerly Union Carbide-Linde Division)
Pollutants	Outfall Aver./Max. Limits* and Units	Monitoring
: : 	 	 :
Flew
•
•
: report

continuous
BOD-5
•
•
s0.68/1.36 kg/d
10/20 mg/1 sl/w 24 hr earn
TSS
•
•
si.36/2.72
20/40 " s "
M
Cadmium (Total)
:
s0.005/0.009 "
0.07/0.14 	
II
Chrcmim ( " )
•
•
sO.12/0.29
1.71/2.77
It
II
Copper ( " )
•
•
:0.021/0.042 "
0.31/0.62
II
II
Lead ( " )
•
•
:0.029/0.047 "
0.43/0.69
M
II
Zinc ( " )
•
•
s0.033/0.065 "
0.48/0.96
It
II
Nickel ( " )
•
•
:0.058/0.116
0.85/1.7
ll
II
Silver ( " )
:
:-/--
0.013/0.026 "
1/y
II
Cyanide ( " )
•
•
;	/—
0.093/0.186 "
it
II
Oil and Grease
•
•
:0.68/1.02 kg/d
10/15
1/w
grab
Temperature
•
•
S--/32.2 C

ii
ii
Dissolved Oxygen
•
•
:5 ppm minimum
s "
it
PH
:
s6.0-9.0
: continuous
Flew
s 002
sreport
: 1/2
estimate
Temperature
:
:—/32.2 C

"
grab
PH
:
»6.0-9.0
:l/w
ii

•
•
t




:
s
:


j
:

~


>
:




•
•
:




•
•
:
4


~Daily average/daily naximum.

-------
SC0001490: Reeves Brothers/Bishopville Finishing Plant, in Bishopville, dyes and
finishes approximately 157,250 lb/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 ban SCI£Sa» an aerated equalization basin, two extended aeration basing,
two clarifiers. gg neutralization, and sludge drying beds. Effluent limitations for
BCD5, CCD, 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 toxicity tests 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
inplemented to control the discharge of oils and hazardous substances.
Effective Date: October 1, 1988	Final Permit
Expiration Date: September 30, 1993	Abstract Date: April 4, 1989
EFFLUENT LIMITS (FINAL)
SC0001490: Reeves Brothers/feishopville Finishing Plant
Pollutants	Outfall Avg./taax. Limits and Units	Monitorinq
Flow
001
t
monitor onlv
1/d continuous
BCD 5

165/264 ko/d
2/w 24-hr corr>
CCD

4280/8550 "
n n
TSS

673/1350 "
n i»
Sulfide

7.1/14.2 "
1/m arab
Phenol

0.88/1.56 "
n n
Total Chromium

0.88/1.56 " (0.116/0.204 im/1)
" 24-hr corno
CODDer

monitor onlv
n n
Zinc

n
f« n
Temperature

—/32 C
2/w grab
Fecal Coliform

1000/2000 */100 ml
1 An
Total Residual Chlorine

0.43/0.75 ma/1
II It
Dissolved Oxvgen

1.0 ma/1 minimum
2/w
oH

6.0 - 8.5
continuous





















-------
SC0001830: The Westinohouse 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 B0D5, 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 BME Plan must be developed
within six months, and implemented no later than one year after issuance.
Effective Date: October 1, 1986	Final Permit
Expiration Date: September 30, 1991	Abstract Date: January 16, 1989
EFFLUENT LIMITS (FINAL)
9C0001830: Westinghouse Electric Corp., Micarta Division
Pollutants	Outfall Avo./Max. Limits and tinits	Monitoring
Flow
001
monitor onlv
1/d continuous^
BODS

85/92 ko/d (187/303 lb/d: 12/18 no/11
1/w 24-hr comn
TSS

136/276 " (300/608 " )
n n
Dissolved Oxygen

minimum of 5.0 mg/1
" a rah
Oil and Grease

84/161 kg/d (178/343 lb/d)
n ii
Phenols

3.8/7.6 - (8.4/16.7 " )
n n
Temperature

—/32 C (—/90 F)
l/m "
DH

6.0 - 9.0
1/w













































-------
SC0001848:' The VfeStinghPUSg 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 Conaaree River.
The ammsnia. 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-polishino 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 ga adjustment. Effluent limitations are based on
Efil 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
EtE. Plan is to be maintained and implemented.
Effective Date: March 2, 1987	Final Permit
Expiration Date: February 29, 1992	Abstract Date: January 16, 1989
SC0001848: Westinghouse
Pollutants
EFI
Electric
Outfall
TjUENT LIMITS (FINAL)
Corp., Nuclear Fuel Division
Avq./Max. Limits and Units
Monitoring
Flow
001
monitor onlv
l/d continuous
BOD5

11/23 ko/d (25/50 lb/d)
1/w 24-hr corao
TSS

15/29 " (32/64 " )
n n
Oil and Grease

10/15 mg/1
" grab
Arrmonia

27/54 kg/d (60/120 lb/d^
\/A 24-hr comp
Fluoride

18/36 n (40/80 " )
n h
Fecal Coliforms

1000/2000 #/100 ml
1/m grab
Total Residual Chlr^pe

—/1.0 mg/1
II «
Dissolved Qxvoen

minimum of 1.0 mg/1
1/w grab
OH

6.0 - 9.0
1/A continuous
































¦X

-------
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 fcaok and a filter press. Effluent limitations are based on State
Water Classifications an& 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 BME Elan* to identify and control toxic and
hazardous substances, is required to be maintained and updated .
Effective Date: November 1, 1986	Final Permit
Expiration Date; October 31, 1991	Abstract Date: December 27, 1988
EFFLUENT LIMITS (FINAL)
SC0001856: Exide Corporation
Pollutants	Putfell Avq./MaXt Limits and Units	Monitorinn
Flow
ooi *
monitor onlv
continuous
TSS

42.0/63.0 kg/d (92.6/138.9 lb/dl
1/w 24 hr camp
Lead**

0.60 kg/d (1.33 lb/d: 0.5 ma/1) ***
n ii
Zinc

report
n n
Aranonia

-/ll ma/1
n n
Dissolved Oxvaen

5.0 ma/1 minimum
" grab
Cocper

monitor onlv
n 24-hr corfp
pH

6.0 - 9.0
1/d grab




Flow
002
monitor onlv
1/m estimate
BOD5

1
O
»
o
M
" grab
TSS

—/40.0 "
n ii
Temperature

—/32.2 C (—/90 F)
n ii
Zinc

monitor onlv
n it
pH

6.0 - 8.5
n n
















~After March 15. 1987. wastewaters from CUtfall 001 will be diverted to the city
wastewater treatment plant.	
~*Lead is further limited bv the following formula;	
L 0.238 (0.17 + Od) x 8.34. where L is lead discharge in pounds per dav
Od is the discharge flow in mad.	
Discharge flow, lead concentration, lead poundage and the lead limit	
calculated bv the above formula shall be reported for each dav that	
lead is monitored.	
"~Limitations are Max. Daily only	

-------
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 ani finally to the Pee Dee River at
Oitfall 001A, which consists of 0.264 mgd of untreated noncontact 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 BPT/BAT effluent guidelines
(40 CFR 433.12, 433.14). Bie effluent limitations on the sanitary discharge at
Cfcitfall 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 CFR 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: March 1, 1984	Final Permit
Expiration Date: February 28, 1989	Abstract Date: May 12, 1986

EFFLUENT LIMITS (FINAL)

SC0001872: AVM, Inc.



Pollutants
Flew
Oitfall
: 001A
Avq./Max. Limits* and Units
treport
Monitoring
:l/d flow ind.
BOD-5
:
:10/20 mg/1
:l/w 24 hr oonp
TSS
:
:30/60
{ " M
Ammonia
:
:1.0/2.0
0 It M
•
TTO
:
:—/0.24
:oertif.**
Dissolved Oxygen
:
:6.0 mg/1 minimum
:l/w grab
Temperature
:
:95 F maximum
j n t*
PH
:
:6.0-9.0
•	II N
•
Flew
: 001B
: report
:l/d flow ind.
BOD-5
I
f "
:l/w 24 hr oonp
TSS
:
:31/60 mg/1
j ll *i
Chromium, Total
:
:1.71/2.77 "
2 ii n
Copper, "
:
:2.07/3.38 M
j « n
Lead, "

:0.43/0.69 M
2 ii "
Nickel, "
:
:2.38/3.98 "
2 ii "
Silver, "
:
:0.24/0.43 "
2 ii ti
Zinc, "
:
:1.48/2.61 "
2 it "
TTO
t
:—/2.13
jcertif .**
Oil and Grease
t
*26/52
:l/w grab
PH
:
16.0-9.0
xl/d
Flew
: 001C
: report
: " instant.
BOD-5
:
:30/60 mg/1
:l/w 24 hr camp
TSS
:
t30/60
2 *t H
Fecal Colifonn
:
:200/400 per 100 ml
: " grab
PH
:
»6.0-9.0
2 H "
t t j
~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 roost still ocnply
with TTO limit.		

-------
SC0002151: J.P. Stevens & Co.. Inc.. Delta Finishing Plants No. 2 & 3f in Wallace,
are in the Textile Mills 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 lbs/d of woven fabric and 2,800 lbs/d of knit fabric.
Outfall 001 discharges 3.0 MGD of process and sanitary wastewater, cooling water and
stormwater to the Great Pee Dee River. The treatment facilities consist of an
equalization basin, flow control, an aeration basin, two clarifiers. a flash tank.
speculation tanKf mixM 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	Final Permit
Expiration Date: September 30, 1990	Abstract Date: December 27, 1988
EFFLUENT LIMITS (FINAL)
SC0002151: J.P. Stevens & Co., Inc., Delta Finishing Plants 2 & 3
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
FlOW
001
monitor onlv
1/d continuous
BOD5

504/1009 ka/d (1110/2220 lh/d)
3/w 24-hr ennp
COD

8730/17.450 " (19.200/38.400 " 1
n tt
TSS

504/1009 " (1110/2220 " )
n n
Sulfide

15.3/30.6 " (33.7/67.3 " )
l/w arab
Phenol

7.6/15.3 " (16.8/33.7 " )
n n
Total Chromium

7.6/15.3 " (16.8/33.7 " 1
" 24-hr carp
Oil and Grease

10/15 ma/1
" arab
Fecal Coliform

1000/2000 #/100 ml
1/m
Tenperature

32/35 C (90/95 F)
1/d continuous
OH

6.0 - 9.0
n ii





































-------
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, Blubbing, spinning, slashing, winding and
weaving. Greige products are further processed by bleaching and pad drying. Hie
facility is in the Textile Mills Category (40 CFR 410, Subpart D) and has a reported
production rate of 13.5 million pounds blaachery goods per year, and 12.5 million
pounds greige goods per year. Three outfalls discharge to Middle Tyqer River and
consist of the following: Outfall 002 - 0.8 mgd process and sanitary wastewater (0.13
xngd 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 quieten™**. Following anti-backslidinq 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 Date: April l, 1985	Final Permit
Expiration Date: March 31, 1990	Abstract Date: June 13, 1985
EFFLUENT LIMITS (FINAL)
SC0002453: Startex Mills
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
st '
Flow
:001,003 :repart

1/w estimate
Temperature, Winter
: i29/31 C

" grab
Temperature, Summer
t t31/35 H

II M
PH
: :6.0 - 9.0

II H
Flow
: 002 :report

continuous
Temperature, Winter
% »29/31 C

ii
Temperature, Summer
t :31/35 "

H
Dissolved Cbcvoen
: *6.0 ppm minimum

1/d grab
BOD-5
: t89/165 ka/d
(29.3/54.4 ma/l*\
2/w 24 hr cone
TSS
: *184/550
(60.7/181.3 "
1/w
COD
* t794/1588
(261.8/523.6 "
It it
Chromium, Total
i 10.06/0.11 "
(0.02/0.04 " *)
1/m
Phenols
t »0.08/0.12 "
(0.03/0.04 " *)
" grab
Sulfide
: »2.6/5.2
(0.86/1.71 " *)
" 24 hr ccmp
Fecal Coliform
: <200/400 per 100 ml
1/w grab
PH
i tS.O - 9.0

continuous

: : :

: i :
s : :
: i :
i t :
~Equivalent concentrations based an 0.8 mad, but not included in the permit.

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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.
Electroplating, 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 ctfljitionr settling and precipitation, and Sludge
drying beds. Effluent limitations for trichloroethlylene, 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. Wate^
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	Final Permit
Expiration Date: November 30, 1989	Abstract Date: January 6, 1989
EFFLUENT LIMITS (FINAL)
SC0002780: Wolverine Brass Works
Pollutants	Outfall Ayg./Max, Limits and Units	Monitoring
Flow
001
monitor onlv
1/d continuous
Fluoride (Net)

1.97/3.93 kg/d (4.0/8.0 ma/1)
2/m 24-hr ccpfpp
Aluminum (Total)

0.1/0.2 " (0.2/0.4 " )
n n
Cvanide "

0.015/0.029 n (0.03/0.06 ¦ )
1/v arab
Chromium "

0.049/0.10 " (0.1/0.2 " )
2/m 24-hr camp
Coooer

0.1/0.2 " (0.2/0.4 " >
n n
Nickel "

0.1/0.2 " (0.2/0.4 ¦ )
fi n
Zinc "

0.1/0.2 " (0.2/0.4 » )
it n
Oil and Grease

4.9/7.4 " (10/15 " )
l/w grab
Temoerature

—/32.2 C (—/90 F)
2/m
Silver (Total)

0.012/0.025 ka/d (0.025/0.05 ma/1)
1/v 24-hr corrp
Cadmium "

0.005/0.009 " (0.01/0.02 " )
It II
Lead "

0.1/0.2 " (0.1/0.2 » )
n n
B0D5

—/— (10/20 " )
2/m
TSS

—/— (20/40 " )
It It
Dissolved Oxvaen

5.0 ma/1 minimum
arab
Trichloroethvlene

—/0.450 ma/1
2/m
Total Toxic Organics

—/2,13
l/w grab
dH

6.0 - 9.0
1/d continuous
Flow
01A
monitor onlv
l/w flow



indicate













-------
SC0002798: Hoechst Fibers Industries, located in Spartanburg, South Carolina,
produces polyester fibers in staple, filament, and spunband form, and polyester chip
(SIC 2824) in the Organic Chemicals and Plastics and Synthetic Fibers Category
(40 CER 414). Die 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 Paoolet 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 clarifier 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 SCEHEC water quality criteria for noncontact cooling
water, steam condensate, and stormwater; oil and grease limits are from the previous
permit. Limitations for Outfalls 002 and 003 are based on EPJ using the proposed
BPT/BAT guidelines for Subpart B, Plastics Only Subcategory, 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 Date: June 1, 1985	Final Permit
Expiration Date: May 31, 1990	Abstract Date: May 22, 1986
EFFLUENT LIMITS (FINAL)
SC0002798: Hoechst Fibers Industries
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flew :
001
: report



:continuous
BOD-5 :

:20/40
mq/1


:2/m 24 hr ccmp
TSS :

:20/40
M


#	II It
•
Oil and Grease :

:10/15
H


: " grab
Temperature :

:—/32 C



:l/d
PH :

:6.0-9.0



, M It
•
Flow :
002
:report



: continuous
BOD-5 :

:136/272
kq/d
f59/119
mq/1*)
:3/w 24 hr camp
TSS :

:249/377
it
(102/149
« *)
« ti ft
•
Phenols t

:0.18/0.36
it
fO.08/0.16
" *)
:l/w qrab
Bis (2-ethylhexyl Iphthalate
r
:report



:l/o
Acrolein, Ethyl Benzene,:

« It



j M H
Vinyl Chloride, Cyanide,:

t "



j tt II
Cadmium, Chromium, Copper

f H



: " 24 hr camp
Lead :

t "



2 « it
Fecal Coliform :

:1000/2000
per 100 ml

:l/w grab
Temperature :

:~/35 C



:daily cont.
PH :

:6.0-9.0



5 11 "
Flew :
003
: report



:l/q instant.
BOD-5 :

i "



: " grab
TSS :

i "



| II «
PH :

t "



:l/m
Flew :
004
:



:3/w instant.
BOD-5 :

:20/40
mq/1


:2/m qrab
TSS :

:20/40
II


j it tt
Temperature s

:—/35 C



, It H
•
PH :

:6.0-9.0



:3/w
: : :
~Equivalent concentrations based an 0.607 nqd flow, but not included in permit.

-------
scooo3255: Spring Mills*. Inc., Grace Finishing Plant, in Lancaster, is in the Textile
Mills Category (40 CFR 410). Production in the Woven Fabric Finishing Subcat-ennry
(410.40, Subpart D) is 825,000 lb/d and consists of desizing, scouring, bleaching,
mercerizing, dyeing, printing, sewing of sheets and pillowcases, and warehousing.
Production in the Water Use Processing Subcategory (410.30, Subpart C) is 110,000
lb/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 bat screen, an
equaljgation basin, three aeration baling, 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 sorav 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. Catawba River for dissolved oxygen and ammonia; and BPT/BAT guidelines for
BOD5, TSS, COD, sulfide, phenol, total chromium, and pH. 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 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units
Monitoring
Flow
JKLL
report
1/d continuous
BQDL
127Q/2540	
2/w 24 hr conp
£00.
22,500/45,QQQ
TSS (Until 9/30/86)
3370/6760
(Beginning 1Q/1/86)
3500/7140
Sulfide
37.4/74.8
grab
Phenol
18.7/37.4
Chromium (Total)
18.7/37,4
24-hr conp
Fecal coliform
—/400 #/100 ml
grab
Dissolved Oxygen
5.0 ma/l minimum	(Until 9/30/86)
6.0 mo/1 minimum	(As of 10/1/86)
ftnroonia
114/-	kgZsL
24-hr conp
Oil and Grease
EH	
10.7/14.3 ma/1	(As of 10/1/86)
1/m	grab
6.Q - 9.0
l/d continuous
Flow
jw.
report
Z3L
129/380	isaZd.
l/w 24-hr corfp
Oil and Grease
BH	
45.8/61.2
6-0 - 9.0
grab _
~Limitations and monitoring requirements effective until 9/30/86.

-------
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 lb/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
lb/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 feai. screen, an
equalization basiru three aeration basins, four secondary clarifiers. an effluent
PQlishing pondr an aerobic sludge digester, two sludge disposal basins a sludge field
underlain catchment lagoon, and 102 acres of sludge sprav disposal	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 oily. Effluent limitations are based
on the following: previous permit limits for fecal coliform; Water Quality Modelling
Qi Catawba River for dissolved oxygen and ammonia; and gpT/BAT guidelines for
BOD5, TSS, COD, sulfide, phenol, total chromium, and pH. A ftMP 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	Final Permit
Expiration Date: September 30, 1990	Abstract Date: December 28, 1988
EFFLUENT LIMITS (FINAL)
SC0003255: Spring Mills, Inc., Grace Finishing Plant (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	flonitorinq
Flow : 003
report
I/A onntinuous
BOD5 ** :
94.3/141.5 ka/A (—/AS ma/U
4/m 74-hr corro
TSS **
94.3/141.5
II It
COD ** :
943/1420 " (—/450 " )
n n
Phenols ** :
1.59/2.40
grab _
Sulfides ** :
3.13/4.72 "
n n
Zinc i
0.626/0.907 " f—/n.S tks/1)
" ?A-hr como
Nickel :
0.626/0.953 " (—/0.5 " )
n n
Cor»er •
0.626/0.907 " f—/0.5 " )
n n
Chromium ** •
0.626/0.953 " f—/0.5 " )
it n
Fecal Coliform :
1000/2000 #/100 ml
" arab
pH
6.0 - 9.0
n n


















• * *
~~Monitoring of these parameters is to be done on the same davs as Outfall QQ1»	
The poundage for the two discharges, added together, are not to exceed the limits,
for Outfall 001.			

-------
SC0003441: The Mobay Corporation, in Charleston, manufactures organic dyes,
intermediates, organic chemicals, flavors, and fragrances (SIC 2865, 2815, 2869) and
is in the Organic Chemical?f 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 guideline.
Stat? water quality standards, and Bfil. 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
to 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
lazardous substances.
Effective Date: February 1, 1987	Final Permit
Sxpiration Date: January 31, 1992	Abstract Date: December 27, 1988
EFFLUENT LIMITS (FINAL)
3C0003441: Mobay Corporation
Pollutants	Outfall Ayg,/Max, Limits* and Units	Monitoring
''low	t 001 ;monitor only	continuous
30P5	;	:900/1340 kg/d (1985/2955 ** ;95 mg/l):3/w 24-hr r.amp
ED	;	:6195/9280 - (13.655/20.465 lb/d) : "
SS	i	• 650/975 " (1435/2150 lb/d)
Ammonia	;	:250/325 " <545/720 lb/d: 20 mg/n : "
:hromium	H	;1.5/2.5	!!	(3.2/5.4 lb/d; 150 ug/l):2/w "
topper (Until 12/31/88) :	:2.04/4.1 " (4.5/9.0 lb/d: 0.5 mg/1) : "
(Beginning 1/1/89) :	;l,2/2.4	" (2.7/5.4 " : 150 ua/1) : "
liflS	;	*1.7/3.1	" (3.8/6.8 " : 250 " ) : "
'henols	j	:3.3/4.9	" (7.2/1Q.8 "	: 0.3 mg/1) :3/w grab
lethylene Chloride	;	;monitor Only	illg	grab
isnzsng	s	s	-	iJl	"
toluene	s	;	?	L_?	"
Us (2-Ethvlhexvl) phthalate
:-Nitrophenol 	s	
:. 4-Dinit rophenol	;	
'ecal Coliforms	s	51QQQ/20Q0 #/100 ml	il/m	grab
jrsenic	;	:5Q/1QQ—ug/1	l_!l	24-hr conp
fi	!	;6tQ - 9.Q	continuous
low	: 002 : monitor only	:2/m continuous?
OD5	S	:5/10 mg/1	: " 24-hr conp
ins	5	il.19/1.99 kg/d (2.63/4.38 ** :1.5mg/l) "	"
fl	;	;6.Q - 9.Q	i_H	grab
low	: 003 :monitor only	:l/m estimate
SS	S	S	-	i-H	grab
H	i	t6-0 ~ 8.5	lJI	"
*Ava. Monthlv/Max. Daily
~Units are lb/d	

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SC0004286: The Square £ Company. Inc., is located in Columbia, and manufactures
various electrical control devices, such as crane, pump and motor controls, welding
registors, 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 B0D5 (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	Final Permit
Expiration Date: September 30, 1991	Abstract Date: January 5, 1989
EFFLUENT LIMITS (FINAL)
SC0004286: Square D Company, Inc.
PQllUtflht?	Outfall	Ayg./Max. Limits and Units	Mwitprinq
Flow
001 *
monitor onlv
1/d continuous
BOD5

1.5/3.1 kg/d (25/50 ma/1)
1/w 24-hr camo
TSS

0.9/1.8 " (15/30 " )
tf n
Toluene

--/— (—/2.13 " )
1/m grab
Oil and Grease

—/— no/is " )
1/w
Cadmium

0.014/0.03 " (0.25/0.50 " )
¦ 24-hr comD
Chromium (Total)

0.014/0.03 " fO.25/0.50 " )
n vt
Cyanide "

0.007/0.04 " (0.11/0.60 " )
grab
Lead

0.014/0.03 " (0.25/0.50 " )
" 24-hr comD
Zinc

0.014/0.03 " (0.25/0.50 " )
n n
Sulfates

monitor only
n n
Nickel (Total)

0.09/0.25 kg/d (1.46/3.98 na/1)
l/m 24-hr comp
Copr^er n

0.13/0.21 " (2.07/3.38 " )
1/W
Silver "

0.015/0.026 " (0.24/0.43 n )
l/m
Ammonia

monitor only
arab
pH

6.0 - 9.0
1/w
Flow
002 ~~
monitor only
1/A continuous
BOD5

2.27/4.54 ko/d (30/60 ira/1)
1/w 24-hr comD
TSS

2.27/4.54 n (3n/fi0 " )
n n
Fecal Coliform

1000/2000 #/100 ml
grab
Total Residual Chlorine

monitor onlv (Until 06/30/88)
n •"


0.26/0.45 ma/1 (As of 07/01/88)
n n
PH

6.0 - 8.5
n n
Flow
003
monitor onlv
l/m instant.
BGD5

10/20 ma/1
" grab	
TSS

20/40
n n
Temperature

—/32 C (—/90 F)
n »
pH

6.0 - 8.5
Vw








~Poundage limits based on 16.200 GPD.
~~Poundage limits based on 20.000 GPD.

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SC0024554:' Cooper Industries. Inc.. 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 CFR 433) and has two discharges to a drainage ditch to
Pocalla Creek to the Pocotaligo 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 landfilljng-
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 noncontact 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	Final Permit
Expiration Date: March 31, 1991	Abstract Date: December 28, 1988
EFFLUENT LIMITS (FINAL)
SC0024554: Cooper Industries, Inc.
Pollutants	Qrtfall AV9./M3X. Limit? and Units	Monitoring
Flow
001
reDort
1/d continuous
TSS

2.65/5.30 kg/d (10/20 na/1)
1/w 24 hr conp
Chromium (Total)

0.15/0.60 " (565 ug/1/2.30 ma/11
w n
Nickel "

0.15/0.30 " (572/1144 ua/1)
n n
Zinc "

0.078/0.16 - (295/590 " )
it tt
Oil and Grease

2.65/3.98 " (10/15 ma/1)
" arab
Total Toxic Organics

—/0.56 " (—/2.13 n )
1/v 24-hr comp
Cadmiun. 'Total)

report
f» M
Cooper "

ft
ft ft
Lead

n
n it
Silver "

ft
tt n
Cvanide ¦

n
ft ft
dH

6.0 - 9.0
l/m grab
Flow
002
report
1/m instant.
Tenperature

32.2 C (90 F)
" grab
Total Residual Chlorine

report
1/v
PH

6.0 - 8.5
l/m





























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SC0026506: E.I. DuPont jig. Nemours &. 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 fl?rpfc>ic
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 B0D5 and TSS are
BPJ 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	Final Permit
Expiration Date: September 30, 1991	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
001
monitor onlv
1/rJ continuous
BOD5

190/380 kg/d (420/840 lb/d)
24-hr comD
TSS

318/728 " (700/1600 " )
n "
Total Residual Chlorine

monitor onlv
l/pccur grab *
Fecal Coliform

1000/2000 #/100 ml
2/m grab
pH

6.0 - 9.0
i/rt




















































*TRC shall be monitored once per occurrence, but need not exceed once per month.

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9C0033022: Detyens Shipyards. Inc.. in Wando, is a shipbuilding and repair facility
(SIC 3731) in the Shipbuilding aq£ Repair Category (40 CFR 470). Outfall 001
discharges 14,400 gpd of domestic wastewater, which is treated by activated sludgy. 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	Final Permit
Expiration Date: July 31, 1992	Abstract Date: March 30, 1989
SC0033022; Detyens Ship}
Pollutants
EF1
fard, Inc
Outfall
FLUENT LIMITS (FINAL)
Ava./Max. Limits and Units
Monitoring
Flow
001
1.4.4^'] 4.400 opd
continuous
BCD 5

30/60 ma/1
2/m 24-hr corrrp
TSS

30/60
n n
Fecal Coliform

200/400 */100 ml
" arab
Total Residual Chlorine

0.5/1.0 ma/1
ft n
Dissolved Oxyaen

1.0 ma/1 minimum
n n
Oil and Grease

10/15 ma/1
VI It
dH

6.0 - 9.0
l/m









































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9C0037770: Swyaert 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 wastewater, which is treated by activated sluds£» 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 Elan 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
EFFLUENT LIMITS (FINAL)
SC0037770: Swygert Shipyard & Drydock
Pollutants	Outfall	Ava./Max. Limits and Units	MonitQCMiq
Flow
001
6625/6625 crod
continuous
BCD 5

30/60 ma/1
7/m 24-hr corro
TSS

15/30
n n
Tnt-al Coliform

70/230 #/100 ml
" arab
Total Residual Chlorine

0.5/1.0 ma/1
n n
Dissolved Oxygen

1.0 ma/1 minimum
n n
pH

6.0 - 9.0
l/m




































JL

-------
SC0037826: Specialty Industrial Products. Inc.. in Spartanburg, manufactures
emulsifiers, fiber lubricants, detergents, and defoamers (SIC 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
Clarifjer With sludge return, a 120-day aeration basin with settling and post-
aeratiQnr and a chlorine contact chamber. Effluent limitations are based on Water
ClagSificatiQn 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.
Qjarterly 96-hr asilfce 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	Final Permit
Expiration Date: Noverrber 30, 1992	Abstract Date: January 5, 1989
EFFLUENT LIMITS (FINAL)
SC0037826: Specialty Industrial Products, Inc.
Pollutants	Outfall Avg./MfrXt Limits and Unit?	Monitoring
Flow
001
—/0.006 MGD
1/d continuous
BOD5

1.13/1.70 kg/d (—/150 ma/1)
1/w 24-hr cQmp
TSS

—/1-36 " (—/60 " )
M fl
Surfactants

—/0.023 - 1-/1.0 " )
grah
Tetrachloroethylene

—/0.0014 " (—/0.050 ¦ )
1/m
Zinc

—/0.011 " (--/0.5 - )
" 24-hr coittd
Phenols

0.050/0.075 na/1
" grab
Oil and Grease

—/15 ma/1
ft ft
Toxicity

96-hr I£50 > 71% effluent
1/a acute
PH

6.0 - 8.5
1/d





































-------
SC0038121: The Union Camp Corporation integrated kraft mill in Eastover, is in the
Bleached Kraft Subcategory of the Pulp. Paper, and Paperboard 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 River. Internal Outfall 001A routes treated sanitary wastewater to the
process wastewater treatment system. The process waste treatment system consists of
screensr a clarifies two a3rat5<3 stabilization basins, two final settling QQQ&, a
Storage EQD& sludge filter presse? 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
tanKSf CPWninutorr 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 BOD5 and TSS are NSPS
based on effluent guidelines. Limits for nitrogen and phosphorus are based on BPJ.
with water 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 series
of river flow/BCD5 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	Final Permit
Expiration Date: March 31, 1992	Abstract Date: December 29, 1988
EFFLUENT LIMITS (FINAL)
SC0038121: Union Camp Corp. (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
PHASE I • i :
Flow
: 001 :<3% of river flow after mixing
•1M continuous
B0D5
i :1900/3490 kg/d (4190/7700 lb/d)
. " 24-hr comD
TSS
: :2940/5140 " (6480/11.300 " )

Total Nitrogen
: :1165 lb/d (Annual average)
.1/w
Total Phosphorus
: :220 " (Annual average)
. n n
PHASE II : I
Flow
: i<6% of river flow after mixing
;1/^ continuous
Total Nitrogen
: :2330 lb/d (Annual average)
.•\/v 24-hr comD
Total Phosphorus
: :440 n (Annual average)
. n "
(interim limits based on 1100 tons/d of nrr/liv-M
BOD5
: :3090/5670 kg/d (6820/12.500 lb/d)
• l/d 24-hr como
TSS
: :4760/9070 " (10.500/20.000 "JL
. " "
(final limits based on 1450 tons/d of nrrvWH
BOD5
: :4080/7500 kg/d (8990/16.500 lb/d)
• 1/d 24-hr comD
TSS
: :6310/10.859 " (13.900/23.900 " )
# II «




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9C0038121: The Union Camp Corporation integrated kraft mill in Eastover, is in the
Bleached Kraft subcategory of the Pulp, Paper, and. Paperfroard 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 River. Internal (Xitfall 001A routes treated sanitary wastewater to the
process wastewater treatment system. The process waste treatment system consists of
screens a clarifier. two aerated stabilization t&SiQS/ two final settling ponds, a
Storage POndr 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 B0D5 and TSS are NSPS
based on effluent guidelines. Limits for nitrogen and phosphorus are based on BPJ.
with water 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 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	Final Permit
Expiration Date: March 31, 1992	Abstract Date: December 29, 1988
EFFLUENT LIMITS (FINAL)
SC0038121: Union Camp Corp. (Page 2 of 2)
pollutants	outfall Ay g./Max. Limits and Units	Monitoring



PHASES I and II



Fecal Coliform
001
monitor onlv
1/w grab
Color

Color change of river <40 units
1/d grab *


after mixing

Dissolved Qxvgen

1.0 rro/1 minimum
1/d grab
DH

5.0 - 9.0
1/d continuous
Flow
001A
monitor onlv
1/d continuous
BODS

f«
1/w crab
TSS

r»
ft ft
Fecal Coliform

200/400 #/100 ml
5/w grab




























'Monitoring frequency is reduced to 1/week once production reaches 1450 tons/d.

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SC0038148: Braswell Shipyard. Inc.. in Charleston, is a shipbuilding and repair
facility (SIC 3731) in the Shipbuilding 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, 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
EFFLUENT LIMITS (FINAL)
SC0038148: Braswell Shipyard, Inc
Pollutants	&itfaii Avo./taax. Limits and Units	Monitoring




Flow
001
10.000/10.000 ood
continuous
BCD5

30/60 ma/1
2 An 24-hr cone
TSS

30/60 "
it n
Fecal Coliform

1000/2000 #/100 ml
" grab
Total Residual Chlorine

0.5/1.0 ma/1
n n
Dissolved Oxvgen

1.0 ma/1 minimum
It «
pH

6.0 - 9.0
s
r-









































-------
SC0038555: Airco 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). (Xitfall 001A discharges spent process wastewater (77,700 gpd), sanitary
wastewater (4300 gpd), 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 001 to Timothy Creek Four Hole Swamp the
Edisto River. Sanitary waste is treated in a package plant with a chlorinator;
process cooling water is treated by a corrugated plate interceptor, pipe flocculator
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	Final Permit
Expiration Date: January 31, 1993	Abstract Date: January 5, 1989
SC0038555: Airco Carbon
Ppllvtsmts
EFI
Inc.
Outfall
•'LUENT LIMITS (FINAL)
Avg./Max. Limits and Units
Monitoring
Flow
001A *
monitor only
1/d continuous
BQD5

7.7/17 kg/d (15/30 ma/1)
1/w 24-hr corTp
TSS

15/34 - (30/45 " )
n n
Oil and Grease

5.0/11 - (10/20 " )
n arab
Fecal Coliform

1000/2000 #/100 ml
n n
Dissolved Oxvaen

5 ma/1 minimum
i/d
Temperature

95 F (35 C)
l/w
PH

6.0 - 9.0
continuous
BOD5
001
monitor onlv
1/m arab
Dissolved Oxygen

5 ma/1 minimum
1/d
Total ReciJual Chlorine

monitor only (Until 10/31/88)
l/w


< 100 ua/1 (As of 11/01/88)
n vt




















































*Mass discharge limitations based upon ava. flow of 136.000 GPD and max. flow of
300.000 GPD.	

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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 gB ad-iustment. 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
River via Outfall 001. Effluent limitations are based on EPA water quality criteria.
Semi-annual acute flow-throuah toxicity tests are required to determine the 96-hr I£50
for bluegill sunfish, Lepomis macrochirus. or other State approved species. The tests
are to use 100% effluent from Outfall 001. An instream macro invertebrate 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
Plan-
Effective Date: January 1, 1987	Final Permit
Expiration Date: December 31, 1991	Abstract Date: April 4, 1989
EFFLUENT LIMITS (FINAL)
SC0040517: Thermal Oxidation Corporation, Inc.
Pollutants	Outfall Ava./toax. Limits and units	Monitoring
• • •
¦
LIMITS EFFECTIVE UNTIL DECEMBER 3"
L. 1986


Flow
001
/0.22
Mtn !
1/d continuous
Total Oraanic Carbon

i—/20 ma/1 :
" 24-hr como
TSS

:—/ 40
n ,
1/w
Total Dissolved Solids

!—/13.600
ka/d :
n »
Temperature

/37 C !
1/d continuous
Antimony

2.0/4.0
ma/1 !
1/w 24-hr como
Arsenic

—/0.25
»
i
1M
Cadmium

—/0.071
"
*
n n
Chromium

—/0.5
»
*
n n
Copper

—/0.5
*
it n
Lead

—/0.25
*•
it n
Mercury

—/0.010
" (Effective until 12/31/87)"
Nickel

—/0.5
»
i
m n
Zinc

—/0.5
**
n w
Toxicity

[determine 96-hr IC50 in 100% effluent
flow-thru
pH

:6.0 - 9.0
1/d continuous

»
•

Flow
001
—/0.22 Md>
1/d continuous
Total Oraanic Carbon

—/20 ma/1
n
24-hr como
TSS

—/40 "
1/w
n
Total Dissolved Solids

—/13.600 ka/d
it
it
Temperature

—/37 C
1 /A continuous
Antimony

2.0/4.0 ma/1
1/w 24-hr COTTTD
Arsenic

—/0.10
l/G
n
Cadmium

—/0.071 "
It
n
Chromium

—/0.5 "
It
n
Copper

—/0.5 "
II
it
Lead

—/0.25 ¦
It
N
Mercury

—/0.0013 " (Effective 01/01/88)
n
It
Nickel

—/0.5 ¦
N
n
Zinc

—/0.5 "
n
n
Toxic itv

determine 96-hr TC^fl in 100% effluent
2/y
flow-thru
pB

2.0 - 9.0

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 guilder'? Paper and Board
Mills 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 E§e Dee
River. Outfall 002 will discharge an unspecified amount of water plant filter
backwash water. Sanitary wastewater will be treated in an activated sludae 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 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
lb/d BOD at 1235 cfs to 6050 lb/d at 1410 cfs. After initiation of the discharge,
Quarterly 7-dav chronic renewal toxicity 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 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 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)
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
FlW
001
monitor only
l/d continuous
Riverflow
Anmonia
1/m 24-hr corrp
2.3.7.8-TCDD Toxicity Equivalent
2/v 5-dav corip
Fecal Coliforms
1/m	grab
Color (Effluent)
1AL
Rlver Color (Upstream)
Color (Increase above background)
<40 color units after mixing
l/d calculate
Dissolved Oxygen
1.0 ma/l minimum
l/d	grab.,
EH.
5.5 - 9,0
l/d continue^
PflftSE I
BOPS
2740/5080 ka/d (6050/11.200 lb/d)
-2SS-
Chloroform
4400/8350
1.7/3.4
(9700/18.400
(30/60 uo/1)
_L
l/d 24-hr cg^
1/m grab "
PHASE IT
BCP5.
-TSS
3515/6470 kg/d (7750/14.250 lb/d)
5440/13.320
(12.000/22.750 " )
l/d 24-hr cgipp
Chlomfnnn
1.74/3.48
(22/44 uq/1).
1/m	grab

-------
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* ao£
Paoerboard Category (40 CFR 430, Subparts G and I) and the Builder's Paper §E& B2fi£&
Mills 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 Pee Dee
River. Outfall 002 will discharge an unspecified amount of water plant filter
backwash water. Sanitary wastewater will be treated in an activated sludge 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 B0D5 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
lb/d BOD at 1235 cfs to 6050 lb/d at 1410 cfs. After initiation of the discharge,
quarterly 7-day chronic renewal toxicity 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 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 implemented no later than one after permit issuance.
Effective Date: June 1, 1988	Final Permit
Expiration Date: May 31, 1993	Abstract Date: December 30, 1988
EFFLUENT LIMITS (FINAL)
SC0042188: Williamette Industries, Inc. (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flow
01A
monitor onlv
M continuous
BODS

II
/w arab
TSS

n
n n
Fecal Coliform

1000/2000 #/100 ml
A,
Flow
002
monitor onlv
/m estimate
TSS

It
" arab
PH

It
" grab

























-------
SD0000299: The V$Q$ EPOS (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 lagoon. three
settling ponds. Chlorination and a holding lake. 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 BPT limit. Beginning 1/1/89, acute static renewal toxic i<-y
tests, 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



EMU Wt XI ia
Flow
001
1.728 MCD (maximum)
l/d continuous
pH

6.0 - 9.0
1/w arab
Dissolved Aluminum

1.0 ma/1 (instant, max)
i» n
Total Aluminum

monitor onlv
n n
Total Cvanide

0.1 ma/1 (instant, max)
n n
Dissolved Silver

0.01 " ( " )
n n
Total Silver

monitor onlv
it n
TSS

30 ma/1 (dailv max)
" como
COD

60 ( " )
H ||
BCD 5

20 ( - )
tt n
Fecal Coliform (5/1 - 9/30)
1000 #/100 ml (instant, max)
" arab
Total Zinc

1.0 ma/1 ( " - )
«• II
Tenperature

monitor onlv
" instant- _
Ammonia

" 1/dischara* arah
Nitrate

n
" it
Total Chromium

n
" n
Boron

tv
" tt
Iron

ft
" tt
Bromide & Iodine

n
» n
Total Dissolved Solids

ft
n n
Total Residual Chlorine

n
l/w arab






















•

-------
TN0000264: Consolidated Aluminum Qprporation, located in Jackson, Tennessee, is
engaged in the melting, casting, rolling, and coating of aluminum (SIC 3353), and is
in the Aluminum Forming Category (40 Cm 467, Subpart A). The facility has a
production rate of 3.4 million pounds per day and discharges 3.6 irvgd from a single
outfall (001) to an unnamed tributary of Anderson Creek. Outfall 001 consists of
process wastewater, nancontact 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
on previous permit limits. All limits in the permit are more stringent than BAT/BPT
effluent guidelines, following antibacks 1 idirei provisions. A BMP Plan and
biomonitoring requirements are not included in the permit.
Effective Date: September 5, 1984	Fined Permit
Expiration Date: September 5, 1989	Abstract Date: February 13, 1985
EFFLUENT LIMITS (FINAL)
TN0000264: Consolidated Aluminum Corporation
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
t :

Flow
t 001
:report
1/d* instant
Chromium
:
:0.05/0.10 ma/1
1/m ccmp
Cyanide
:
:0.0035/0.052 "
2/v
Zinc
•
•
»0.05/0.18
1/m
Aluminum
•
•
t1.0/1.5
1/w
Oil and Grease
:
s10/15
1/w** arab
TSS
:
:30/40
2/m camp
PH
•
•
:6.5 - 8.5
1/d* grab
i :

1 X

t :

t :

t :

t J

: :

t t

: :

s t

i t

: :

( :

t :

~Operating days only.
**Monitor once per wade when oil detection device is operable; each operating
day when not operable.			

-------
TN0000442: Alpha Resins Corporation, in Collierville, Cannes see (southwest part of
state, near Memphis) manufactures polyester resins through an electroficaticn 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 by 8**^ mentation, 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 far BOD, TSS, and pH and, and BAT for
ten toxic pollutants (40 CFR 414.2, Subpart B). Effluent limitations at Outfall 003
reflect standard sanitary limits. A BMP plan and bicmonitaring requirements are not
included in the permit.
Effective Date: September 4, 1984	Final Permit
Expiration Date: September 4, 1989	Abstract Date: January 22, 1985
EFFLUENT LIMITS (FINAL)
TN0000442: Alpha Resins Corporations
Pollutants	Outfall Avar./Max. Limits and Units	Monitoring

:
Flow
: 001
report

: continuous
BOD-5 :
22/49
mg/1
:l/w
cano
TSS :
36/117
M
t *'
t«
Phenol
:
—/0.05
M
:l/m
tt
Bis-2 ethylhexyl Phthalate
0.05/0.10
II
9 "
N
Acrolien
:
—/0.05
It
9 "
N
Ethylbenzene
:
—/0.05
tl
9 "
«*
Vinyl Chloride
:
—/0.05
II
• II
II
Cadmium
•
•
0.02/0.03
II
9 M
H
Chromium
:
0.06/0.11
II
9 H
H
Copper
:
0.06/0.12
II
2 II
II
Lead
:
0.02/0.04
II
f 11
II
Cyanide
:
0.02/0.05
tt
9 M
II
PH
:
6.0 - 9.0

:l/w
grab
Flow
: 003
report

:5/w
instant
BOD-5
t
20/30
mg/1
:2/m
grab
Ammonia, as N
t
5/10
II
9 M
tl
TSS
•
•
30/45
it
9 "
N
Settleable Solids
•
•
—/0.5
ml/1
:2/w
II
Dissolved Oxygen
:
3.0 min

• it
M
Chlorine, Total
:
—/2.0
mg/1
9 M
tt
Fecal Coliform
:
200/100
ml
:l/w
II
PH
•
•
o
•
CM
1
O
VO

:2/w
ft
:
:

-------
TN0001457: Union Carbide Corporation, Films - Packaging Division, in Loudon,
Tennessee, is in the Organic Chemicals and Plastics and Synthetics Category (40 CFR
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 flocculatian, coagulation,
and neutralization. Sludge treatment includes gravity thickening, vacuum filtration,
land application and landfill. At Outfall 001, 0.6 mgd is recycled to product
washing. Storaiwater is discharged to surface 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	Final Permit
Expiration Date: September 4, 1989	Abstract Date: February 4, 1985
EFFLUENT LIMITS (FINAL)
TN0001457: Union Carbide Corporation
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
• • •
• « •
Flow
: 001
: report


: continuous
BOD-5
•
•
: 1560/2340
lb/d
(85/128 to/1*)
:l/w oamp
TSS
:
:2080/3120
II
f113/170 "
- II II
Dissolved Oxyqen
:
:5.0 min


: " grab
Hydrogen Sulfide,
Unionized
:3.0/5.0
mg/1

:l/q ocmp
Sulfide
•
•
:5.0/15.0
II

9 It II
•
Phenol, Total
:
i— /1.0
it

:l/w
PH
:
:6.0 - 9.0


:l/d grab
Flew
••
©
o
to
%
003'.report


:l/m**
BOD-5
:
• "
«


j •• ** grab
OOD
•
•
: "


. » ** "
Oil and Grease
:
j "


. " ** »
PH
:
i "


j » ** »

:
:


:

:



:

:
»


:

:
t


•
•

:
t


•
•
~Equivalent concentrations based on flow of 2.2 mgd, but not included in permit.
»*When discharge occurs		

-------
TN0001465: E.I. DuPont de Nemours aild. Company. Inc.. of New Johnsonville, is in the
Inorganic Chemicals Category (40 CFR 415, Subpart V) and manufactures 1,344,000
lbs/day of titanium dioxide pigments from ilmenite ores using the chlorine process
(SIC 2816). Outfall 001 comprises the total discharge to the Tennessee River 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 sludae. 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 flrewlatlWr mining, gettlinqr chemical Precipitation, and neutral i jnrj
A representative sample of the total discharge is obtained by continuous proportion] -
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
BCT for TSS. Chromium and nickel are based on BAT guidelines. Effluent limitations
for Outfall 002 are based on the current permit and reflect standard secondary limits.
A 7-dav chronic toxicity test, using Cenodapfrue and larval fathead minnows, is
required within 180 days of the effective date of the permit to determine the effect
of the effluent on survival, reproduction, and/or growth. Once every two months for a
period of one year and semi-annually thereafter, 48-hr static acute toxicity testes 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: August 31, 1988	Final Permit
Expiration Date: August 30, 1993	Abstract Date: January 23, 1989
EFFLUENT LIMITS (FINAL)
TN0001465: E.I. DuPont de Nemours and Co., Inc.
Pollutants	ftltfall Aygt/Max. Limits and Units	Monitoring
Flow
001
:monitor onlv
:continuous
TSS (Net)

:4300/15.680 lb/d
:l/d como
Total Chromium (Net)

:67/152
:l/w
Total Nickel (Net)

:44/91
. n n
oH

:6.0 - 9.0
:continuous
Flow
002
:monitor onlv
• n
BOD5

:21/32 lb/d /30/45 ma/1)
:l/w grab
Fecal Coliform

:—/200 #/100 ml
• n ti
Dissolved Oxvaen

-.1.0 ma/1 minimum
. n n
Total Residual Chlorine

:-/2.0 ma/1
, It vv













*

-------
TN0001473: Murray Ohio Manufacturing Co. of Lawrenceburg, Tennessee, is in the Metal
Finishing Category (40 CFR 433) producing bicycles, mqpeds, parkcycles, 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 chlorination. Nanocsitact 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. The
permit limitations are based en EPT/BAT 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 CFR 433.12 is followed and the
certification is approved. The permit was modified on 11/29/85 to reduce the cyanide
monitoring frequency from 2/w to 1/y; TRC limits were removed as cyanide destruction
treatment was no longer necessary. Static bioassays consisting of four grab samples
in 24 hours are required for the determination of 50% lethality to test organisms
(fathead minnows and Daphnia sp. or Ceriodaphnia sp.) in 100% effluent at 001, as
outlined in Attachment A of the permit. Tests shall be conducted monthly for one
year, and once every six months thereafter if lethality is <10%. For lethality >10%,
toxicity evaluation and explanation reports are required. A EMP plan is not included.
Effective Date; September 28, 1984	Final Permit
Expiration Dates September 27, 1989	Abstract Dates May 12, 1986
EFFLUENT LIMITS (FINAL)
1N0001473: Murray Ohio Manufacturing Co.
Pollutants	Outfall Aver./Max. Limits and Units
Monitoring
:
Flew
scontinuous
TSS
:
s31/60
mq/1

s2/w
grab
Oil and Grease
:
:26/52
II

s "
ii
Cadmium, (Total)
:
sO.11/0.23
lb/d
0.26/0.69 mg/1
:2/m
camp.
Chromium, "
t
s5.60/11.50
II
1.71/2.77 "
s2/w
ii
Copper, "
:
:2.57/3.26
II
2.07/3.38 "
s "
ll
Lead, "
t
:0.34/18.30
u
0.43/0.69 "
:2/m
ii
Nickel, "
•
•
:4.40/13.5
n
2.38/3.98 "
:2/w
it
Silver, "
•
•
:0.20/0.41
II
0.24/0.43 "
:2/m
ll
Zinc, "
s
s4.90/20.05
ll
1.48/2.61 "
:2/w
ll
Cyanide, "
t
:0.35/0.77
ii
0.65/1.20 "
:l/y
grab
Iron,
:
:80/160
n

:2/w
ccmp
TTO*
:
t—/2.13
mg/1

: "
grab
PH
:
:6.0-9.0


• »
•
ll
Temperature
t 002
:—/30.5 C**

il/m
grab
~A toxic organic management plan has been followed and approved. EMR's are
certified.	
Facility must still comply with TTO limit.	
~*Not greater than 3 C above ambient.

-------
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). Oitfall 001 discharges 24,067 gpd of
neutralized water softener wastewater, cooling tower wastewater, and boiler blowdown,
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-dav 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	Final Permit
Expiration Date: September 29, 1992	Abstract Date: January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0001619: Rhone - Poulenc, Inc.
pollutants	Qitfall Avg./Max. Limits and Units	Monitoring
Flow
001
monitor onlv
1/w instant.
TSS

15/20 ma/1
1/m arab
Total Dissolved Solids

500/2000 "
n n
oH

6.0 - 9.0
l/w
Flow
002
monitor onlv
1/w instant.
DH

6.0 - 9.0
" grab





























































-------
TO0001759: ASARCO Incorporated, located In Mascot, Tennessee, is in the Zinc Ore
Mining-Category (40 GER 440). Die facility is engaged in underground mining and
primary crushing of a sphalerite ore (SIC 1031) resulting in a mine dewatering
discharge to the Hols ton River at Mile 18.5. The permit regulates one outfall - 001.
Approximately 1.45 mgd of discharge water undergoes treatment through a discharge
settling pond prior to being discharged through Outfall 001. Bie permit requires
monitoring of flow and regulates TSS, Copper, Zinc, Lead, Mercury, Cadmium and 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 are 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 Mining and Dressing Point Source Category with zero background concentrations
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. Biomonitearing nor BMP's are required, but
there is a standard reopener clause.
Effective Dates July 2, 1984	Final Permit
Expiration Date: July 2, 1989	Abstract Dates May 30, 1986
EFFLUENT LIMITS (FINAL)
TN0001759: ASARCO Incorporated
Flow
001
report
1/m instant.
TSS

20 mg/1 30 mg/1*
" grab
Copper

0.15 " 0.30 " *
1/v "
Zinc

0.57 " 1.5 " *
1/m "
Lead

0.04 " 0.14 " *
1/v "
Mercury

0.001 " 0.002 " *
II it
Cadmium

0.005 " 0.01 " *
it it
PH

6.0-9.0 (standard units)
1/m "

















































s :

-------
TN0001899: The Ball Zing Products Division of the gall 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 mgd;
001), sanitary wastewater (0.015 mgd; 002), and battery can wash and rinse,
electroplating rinse, and miscellaneous wastewater (0.37 mgd; 003) to Sinking Creek.
Wastewater treatment consists of cooling and aeration for Outfall 001, secondary
extend aeration with chlorination for CXitfall 002, and neutralization, coagulating,
flPCCUlationr Clarification and chlorination for Outfall 003. Effluent limitations
for Oitfall 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 toxicity tests.
using Ceriodaphnia and larval fathead minnows, are 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	Final Permit
Expiration Date: August 30, 1993	Abstract Date: January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0001899: Ball Corp., Ball Zinc Products Division
Pollutants	Outfall ftvgt/Ptey, Limit? an<3 Unit?	Monitoring
Flow
: 001
monitor onlv
1/d instant.
Temperature (receiving stream)
< 3 C increase: 30.5 C max.
" arab
pH

6.0 - 9.0
fi n
Flow
002
monitor onlv
5/w instant.
BOD5

3.7/5.6 lb/d (30/45 ma/1)
2/m arab
Ammonia

0.6/1.3 " (5/10 " )
n n
TSS

3.7/5.6 ¦ (30/45 " )
n ti
Total Residual Chlorine

-/- (—/1.4 " )
5/w n
Fecal Coliform

200/1000 #/100 ml
2/m
Dissolved Oxvoen

2.0 ma/1 minimum
5/w "
Settleable Solids

—/0.5 ml/1
2/w
P»

6.0 - 9.0
n n
Flow
003
monitor onlv
continuous
BOD5

92.6/138.9 lb/d (30/45 ma/1)
1/w arab
TSS

77.2/123.4 " (25/40 " )
n comp
Oil and Grease

30.9/61.8 ¦ (10/20 " )
3/w arab
Surfactants

15.4/23.1 " (5/7.5 " )
" carp
PH

6.0 - 9.0
" arab
Total Residual Chlorine

—/0.5 ma/1
1/w "
Cadmium (Total)

0.077/0.154 lb/d (0.025/0.05 ma/1)
" coup
Chromium "

0.62/1.24 " (0.20/0.40 " )
If II
Copper "

1.23/1.85 " (0.40/0.60 " )
n n
Lead "

0.02/0.46 " (0.006/0.15 " )
l/m "
Nickel "

1.42/2.47 " (0.46/0.8 " )
1/w "
Silver "

0.003/0.12 " (0.00012/0.039 " )
l/m "
Zinc "

0.52/1.30 " (0.17/0.42 " )
1/w "
Cvanide "

0.78/1.44 " (0.65/1.20 " )
arab
Total Toxic Organics

—/2.13 ma/1
l/m





-------
TO0002330: Holliston Mills, Inc., of Kingsport, Tennessee, is a mill
where cotton cloth is bleached, dyed, filled, and coated for took binding and other us
(SIC 2261) at a rate of 55,000 pounds per day of product. These 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 biologically
activated sludge prior to discharge. Outfall 002 is nancantact cooling water (55,000
gpd), and is discharged without treatment. Permit limitations are based an BPT(=BAT)
effluent guidelines for Subpart D, the Woven Fabric Finishing Subcategory, using the
production rate mentioned above. The facility is required to notify the Tennessee
Water Quality Gcrrtrol Board if any activity occurs resulting in a toxic pollutant
discharge not presently limited in the permit if it exceeds a specified "notification
level." Previous bioassay test results showed zero toxicity using 6% effluent and 94%
dilution water; therefore biamanitaring is no longer required.
Effective Dates February 1, 1984	Final Permit
Expiration Date: January 31, 1989	Abstract Date: February 5, 1986
EFFLUENT LIMITS (FINAL)
1N0002330: Holliston Mills, Inc.
Pollutants	Outfall Avq./Maxr T.^ta and Units	Monitoring
: : :
Flow
: 001
:report


: continuous
BOD-5
:
<181/363 lb/d
(94/188
mg/lM
:3/w oomp
TSS
:
:490/980
(254/509
» *)
« tl it
COD
:
*1650/3300
(865/1713
»
2 » M
Fecal coliform
:
t200/— per 100 ml**

:l/w grab
Chromium, Total****
t
:2.75/5.5 lb/d
(1.4/2.9

:l/m ocmp
Phenols****
i
:2.75/5.5
(1.4/5.7
•• *)
j II M
Sulfide
:
:5.5/ll
(2.9/5.7
» *)
, It »
PH
:
:6.0 - 9.0


:3/w grab
: : :
Flow
: 002
:report


tinstantaneous
Temperature
:
:—/30.5 C*^


:l/w grab
T*
:
:6.0 - 9.0


j M »
: : :
: : :



: t i
t : t
~Equivalent concentrations based on 0.23 mod but not included in permit.
~~Minimum, arithmetic average, and naxiirum values are to be reported.	
~~~Discharge shall not raise the temperature of the receiving water more than 3 C.
~~~~Permit was modified March 1, 1986 and these parameters were deleted.		

-------
TN0002461: Olin Corporation of Charleston, Tennessee, is in the Inorganic Chemicals
Manufacturing Category (40 CFR 415, Subpart F, Chlor-Alkali Subcategory). The plant
manufactures sodium hydroxide (caustic soda), chlorine, dry caustic soda, sodium
hydrosulfite, and calcium hypochlorite (SIC 2812, 2819), using mercury electrolytic
cell, chemical reaction, and evaporation processes. Discharges to the Hi was see River
are through Outfall 001 consisting of process and sanitary wastewaters, stormwater
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
nancontact cooling water and stormwater runoff (1.91, 2.30, and 1.48 mgd avg. flows,
respectively). Waste streams to 001 undergo chemical precipitation, filtration,
dechlorination, sedimentation, reduction, and activated sludge (as mentioned above)
before entering the river. Outfalls 002, 003, and 004 are discharged untreated with
the exception of stormwater runoff at 004 which receives carbon adsorption. 1he bases
for the permit limitations are as follows: (1) 01A—previous permit; (2) 001—anti-
backs lldinq rule found In 40 CFR 122.44,(L),(2),(i) used to relax previous permit TSS
lliiiits to achievable levels; previous permit for mercury, ICS based on the state's
water quality limits, pH, fecal coliform, and zinc; EPJ of BAT for nickel; awl BAT
guidelines (40 CFR 415.63(a)) for TOC using a production rate of 1400000 ppd of
chlorine and sodium hydroxide; (3)002, 003, 004—previous permit. Annual bioassay
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 LC50 limit.
Biomomitoring is therefore no longer required. A BMP plan is not included in this
permit.
Effective Date: March 29, 1985	Final Permit
Expiration Date: March 28, 1990	Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
IN0002461: Olin Corporation
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flew
: 001
report*

:continuous
TSS :
50/80
mq/1
:l/d
camp
Total Dissolved Solids :
340000/510000 Ib/d
• "
ii
Mercury, Total :
0.1/0.25
lb/d** 0/05/0.05mrra/l
• H
ll
Nickel, " :
—/5.3
it
:2/m
H
Zinc, " :
—/3.0
ti
I 11
ll
Tt>tal Chlorine Residual :
0.5/0.8
mcr/1
:l/d
qrab
Chlorides :
monitor

9 11
camp
Fecal Coliform :
200 per 100 ml after disinfection
:2/m
qrab
PH :
6.0-9.0

:continuous
Flow
: 01A
report

:l/d instant.
BOD-5 :
30/45
mq/1
:2/m
qrab
TSS :


•
i»
Settleable Solids :
monitor

:l/d
ll
Dissolved Oxygen :
ll

• "
M
Flew
:002, 003
II

:continuous
Total Chlorine Residual
: 004
0.5/0.8
mq/1
:l/w
grab
Mercury, Total :
0.1/0.25
lb/d** 0.05/0.05 nq/1
:l/d
ocnp
Zinc, " :
—/3.0
ll
:2/m
ll
Temperature :
—30.5 C***

:l/d
qrab
PH :
6.0-9.0

:l/d
qrab
:
:
~The ratio of the stream flow to discharge flow must be 100:1 at TPS concentrations
of <20000; at least 150:1 at TPS concentrations >20000 ma/1 and <30000 mq/1; and '
at least 200:1 at concentrations >30000 mq/1.
~^Mercury	frT" 00* all other outfalls in combination.	~
J:.) greater than a S C change in ambient.	~

-------
TO0002640: 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. an£ Synthetic EibSIS. 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 uncontaminated cooling water and stormwater runoff; 006 -
10.6 mgd uncontaminated cooling water, ash settling pond effluent, and stormwater
runoff. Outfalls 001, 002, 005, and 006 empty into the South Fork Hoiston River.
whereas Outfall 004 discharges into the Bio Sluice at the South Pork Holston River.
Oily the process wastewater (Outfall 002) receives treatment consisting of
neutralization sedimentation^ activated sludge system, chemical conditioning and belk
filtration with thermal treatment of excess sludge. Effluent limitations are absed on
the previous permit. 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
Abstract Date:
Final Permit
January 25, 1989
EFFLUENT LIMITS (FINAL)
TN0002640: Tennessee Eastman Company
Pollutants
Outfall
Awt/Max. Limits and Units
Monitoring
Flow
Temperature
ooi.oo4.QQ5.oo6	monitor only
29.4/30.5 C
(85/86.9 F)
continuous
Specific Conductance
monitor only
lZd	siab	
n	N
SfiL
S.Q ~ 9.Q
Flow
B0D5 (Mav 1 - Sept. 30)
jm.
monitor only
(Oct. 1 - Apr. 30)
1814/3856
2721/5897
kg/d
continuous
1/d comp
!££_
6712/19f682
Total Dissolved Solids
294.840/544.000
Total Nitrogen
3175/68Q4
Total Phosphorus
544/1225
iZilL
Total Zinc
57/113
Phenols
23/29
grab
Total Iron
136/454
sap
Total Manganese
45/91
Settleable Solids
—/Q.5	mlZL
IZd	9iflb-
Total Chromium
Q.P5/Q.1	mgZi.
1/m	csoB.
Total Copper
0.05/0.1
Taiperatura.
Dissolved Oxygen
monitor only
5.0 ma/1minimum
1/d grab
BEL
6.Q ~ 9.Q
continuous
~Limitations apply to net additions to treated intake water, except for TSSi Dissolved
Oxvaen, 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, and Synthetic Fibers Category (40 CFR 414). Boiler blowdown, cooling tower
blowdown, stormwater runoff, cooling water, and boiler condensate is discharged
untreated at a rate of 0.340 mgd to Eia 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-dav 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	Final Permit
Expiration Dates September 29, 1992	Abstract Dates January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0003425: Stauffer Chemical Company, Mt. Pleasant
Pollutants	Outfall Avq./Hax. Limits and Units	Monitoring
Flow
001
monitor onlv
1/w instant.
COD

It
" corro
TSS

~/40 ma/1
n n
PII

6.0 - 9.0
continuous
Total Zinc

0.25/0.5 ma/1
1/m como

































































-------
TN0027677: The ASARCO, Inc. - Young Mill plant, located in New Market, Tennessee, is
engaged in the mining and concentration of sphalerite are by means of two stage
crushing, grinding, heavy media separation, and flotation to produce zinc concentrate,
crushed rock, and agricultural limestone (SIC 1031, 1422). The facility is in the Ore
Mining and Dressing Category (40 CFR 440) and has a closed circuit water system.
Drainage from the agricultural lime plant, excess mill water, and starmwater runoff
are collected in a settling poind; discharges enter Beaver Creek through CXitfall 001
during periods when the closed water system is inoperable. Fran 1/1/81 to 5/14/84
there has been only one period of discharge (0.17 mgd), lasting for approximately one
week. The pH and oil and grease limitations are based on TN water quality criteria;
the other limitations, however, are based on EPT/BftT guidelines found in	40
CFR 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: September 4, 1984	Final Permit
Expiration Date: September 4, 1989	Abstract Date: April 21, 1986
EFFLUENT LIMITS (FINAL)
TN0027677: ASARCO, Inc. - Young Mill
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
Flow	:	001 ;report	:l/d* instant
TSS	:	: 20/30	mg/1	t	"	» grab
Oil and Grease	t	>10/20	"	:	"	* "
Copper	:	tO.15/0.30	"	t	"	» "
Zinc	:	:0.75/1.5	w	:	"	*
Lead	t	t0.3/0.6	H	:	"	* "
Mercury	t	:0.001/0.002	"	»	"	*
Cadmium	:	:0.05/0.10	"	»	"	*
pH	:	86.5 - 8.5	«	"	»
*When discharge is occurring.

-------
TN0027715: Ravovac Materials Division of Covington, is in the Ferr flocculation. and sedimentation. Effluent limitations are based on
water quality criteria. Seven-dav 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	Final Permit
Expiration Date: September 29, 1993	Abstract Date: January 23, 1989
EFFLUENT LIMITS (FINAL)
TN0027715: Rayovac Materials Division
Pollutants	Outfall ftyg./Max. Limits and Units	Monitoring
ruiiutoiiw

wivi vti*w

Plow
001
reoort
1/w instant.
TSS

•H
\
0
1
" cornD
Total Manganese

—/10
n n
Total Zinc

0.022/0.029 "
n vi
Sulfate, as S04

250/500
it it
Oil and Grease

—/15
crab
Temperature

—/30.5 C*
n it
DH

6.0 - 9.0
n it
Ammonia

0.5/1.0 ma/1
it it
Total Nickel

0.039/0.1
it it
Total Lead

0.0004/0.01 "
it n




















~Discharge must not cause temperature chance to exceed 3 C in unnamed tributary and
the temperature of the unnamed tributary shall not exceed 30.5 C.	

-------
TN0029378: Stauffer Chemical Company manufactures intermediate organic chemicals
(SIC 2869) at their Mt. Pleasant Organic Plant (West), which is in the Organic
Chemicals. PlflStigSi aosl Synthetic Fibers Category (40 CFR 414). Stormwater runoff,
non-contact cooling water, and boiler blowdown is discharged at a rate of 0.353 mgd to
Big Bigby Creek. The wastewater is neutralized with acid in two holding ponds and
discharged intermittently depending on rainfall. Effluent limitations are based on
available treatability information and water quality criteria. Once every two months
for a period of one year, and semi-annually thereafter, 7-dav 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 NOEJC 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	Final Permit
Expiration Date: September 29, 1992	Abstract Date: January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0029378: Stauffer Chemical Conpany, Mt. Pleasant - West
Pollutants	OJtfall Avo./Max. Limits and Units	MQnitPrinq
Flow
001
monitor onlv 1/
diseh instant.
TSS

40/40 ma/1
n grab
Nitrometacresol

3.0/3.0 ¦
n n
PH

6.0 - 9.0
n n





































































-------
TX0000086: The Texas Utilities Generating Company, in Dallas, is in the Steam
Electric Generating Category (40 CFR 423) and produces approximately 1900 megawatts of
electricity per day (SIC 4911). The facility has six outfalls, totalling 1789 mgd,
which empty into Monticello Reservoir. They are as follows: 001 consists of 1785 mgd
of once-through and auxiliary cooling water; 101 discharges low volume wastes,
including lignite storage area stormwater; 003 is ash transport water commingled with
metal cleaning wastes; 004 consists of flue gas desulfurization system discharge; 005
is the solid waste disposal area discharge; and 006 is treated sanitary sewage
effluent. Wastewater treatment consists of screening, chlorination. sedimentation.
recycling/reuse and sanitary wastes are treated by activated sludge. sedimentation,
and chlorination. The basis for the permit limits was not provided.
Effective Date: August 5, 1986	Final Permit
Expiration Date: September 30, 1989	Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
TX0000086: Texas Utilities Electric Company
Pollutants	Outfall Avg./Max.*LiniitS and Units	Monitoring



tAWliXl.Wi Ally
1
Flow
001
1785/1785 MGD
continuous
Temoerature

113/118 F
91
Total Residual Chlorine

—/743 lb/d (—/0.2 ma/1)
1/w arab
Free Available Chlorine

249/621 " (0.2/0.5 " )
91 It
Flow
101
monitor onlv
1/d estimate
TSS

30/100 ma/1
1/w arab
Oil and Grease

15/20
tt n
dH

6.0 - 9.0
n n
Flow
003
monitor onlv
l/d estimate
TSS

30/100 ma/1
1/w arab
Oil and Grease

15/20
•t ft
Iron (Total)

1.0/1.0 "
n n
Copper "

0.5/1.0 "
n n
Selenium

0.05/0.1 "
•V It
dH

6.0 - 9.0
n it
Flow
004.005
monitor onlv
l/d estimate
TSS

30/100 ma/1
1/w arab
Oil and Grease

15/20
n «i
Selenium

0.05/0.1 "
i/d
dH

6.0 - 9.0
1/w
Flow
006
monitor onlv
l/d estimate
BCD 5

20/45 ma/1
1/w arab
TSS

20/45
n it
dH

6.0 - 9.0
n n




~Daily averaoe/dailv maximum.

-------
TX0003531: The Lvondell Petrochemical Company, in Channelview, manufactures
industrial organic chemicals, synthetic rubber, synthetic resins, and industrial gases
(SIC 2869, 2822, 2821, 2813), which places it in the Organic Chemicals. Plastics. ao£
Synthetic Fiber Category (40 CFR 414). All process wastewater receives oil/water
separation equalization, neutralization, biological treatment by tricUing 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 for the San Jacinto River
Basin and the BPJ determination that BCT = 95% removal of the raw BCD waste load.
Oiarterly 96-hr acute toxicity tests, using Daphnia magna are required on the effluent
from CXitfall 101.
Effective Date: September 8, 1987	Final Permit
Expiration Date: September 7, 1992	Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
TX0003531: Lyondell Petrochemical Company
Pollutants	Outfall Ava./Max.*LimitB and Units	Monitoring
Flow
001
monitor only
continuous
BCD 5

1138/2556 lb/d (30/60 ma/1)
2/w 24-hr como
CCD

7375/13.014 " (170/300 " )
n n
TSS

1726/3896 " (45/85 " )
n it
Oil and Grease

434/651 " (10/15 " )
1/w arab
Zinc (Total)

26.0/43.3 " (0.6/1.0 " )
2/w 24-hr como
Chromium "

8.7/26.0 " (0.2/0.6 " )
II "
Ammonia

217/434 " (5/10 " )
n n
bH

6.0 - 9.0
continuous
FlOW
101
monitor onlv

Benzene

2.0/3.2 lh/d
1/w 24-hr como
Phenol

—/1.3 "
If W
Toluene

3.3/6.0
n "
NaDhthalene

0.9/2.8 "
n n
































*Dailv averaoe/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 BQT effluent guidelines.
Effective Date: August 6, 1986	Final Permit
Expiration Date: September 30, 1990	Abstract Date: June 9, 1989
EFFLUENT LIMITS (FINAL)
TX0003573: Central Power and Light Company
Pollutants	Outfall ftVg,/fax.*LiroitS and Units	Monitoring
Flow
001
231/231 MGD
continuous
Tenperature

106/112 F
«l
Total Residual Chlorine

—/32 lb/d (—/0.2 ma/1)
1/w arab
dH

6.0 - 9.0
VI II
Flow
101
monitor onlv
1/d estimate
TSS

30/100 ma/1
1/w arab
Oil and Grease

15/20
«• II
Iron (Total)

1.0/1.0 "
It M
Coooer "

0.5/1.0 "
It It
dH

6.0 - 9.0
n n
Flow
201
monitor onlv
" estimate
BCD5

20/45 ma/1
" arab
TSS

20/45
it n
dH

6.0 - 9.0
VI tl








*Paily average/daily maximum.

-------
TX0003654: Polysar Gulf Coast, Inc., of Orange, Texas, is in the Rubber Manufacturing
Category (40 CER 428). The facility manufactures three synthetic rubbers by solution
polymerization (SIC 2822): Cis polybutadiene (CB), polyiscprene (SN), and ethylene
propylene 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
the Sabine River; at Outfall 001 — 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
basin/lagoon systems. The final 30-acre treatment pond is baffled (i.e., the flow
rate is controlled) to increase the retention time, and shallow to improve oxygen
solubility and sunlight penetration. This natural treatment produces effluent with a
very low BCD-5 but, unfortunately, with a fairly high TSS, 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 Imitations are based on the following: (1) HPT
guidelines found in 40 CFR 428.32, Subpart C, Solution Crumb Rubber Subcategory using
a BPJ determination of BAT/BCT being equal to EPT (pH, daily max. limits for BOD-5,
CCD, and Oil and Grease); (2) previous permit (TSS and monthly avg. limits for BCD-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
tvro years. A EMP plan is not required.
Effective Date:
Expiration Date:
April 26, 1984
April 25, 1989
Abstract Date:
Final Permit
April 28, 1986
EFFLUENT LIMITS (FINAL)
TX0003654: Polysar Gulf Coast, Inc.
Pollutants
Outfall
Monitoring
Flow
:
001
: report
6/d instant.
BOD-5
•
•

:203/331 kg/d
3/w 24 hr camp
TSS
•

:330/2072
1/d
it
COD
:

»2000/3490 "
3/w
it
Oil and Grease
•
•

:81/142
1/w
grab
Benzene
:

:—/0.2 mg/1***
l/6m

Phenols
:

t	/0.1 " ***
If ti
PH
•
•

:6.0-9.0
1/d
It
Flow
•
•
002
:report
1/d estitrate**
TOC
•
•

:—/55 mg/1***
l>
grab **
Oil and Grease
•
•

»—/15 "
« »' **
PH
•
•

:6.0-9.0
it If **

:

:

~Daily average/dally iraximum.
**When flcwing. 	
***Daily average/instantaneous
maximum.
NOTE: Interim limits apply at 001 4/26/84 through 6/30/84.
Final limits apply at 001 7/1/84 through 4/25/89.

-------
TX0003948: Chevron Chemical Company (formerly Gulf Oil Chemicals), of Baytown, Texas,
manufactures organic chemicals and plastic resins such as ethylene, propylene,
aromatic concentrate, low density polyethylene, alpha olefins, polypropylene,
acetylene carbon, and polyalpha olefins (SIC 2869, 2821, 2895). The facility is in
the Organic 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 interned Outfall 204 are
unoantaminated stormwater runoff (intermittent). Outfall 004 is a combination of 104
and 204. Plant discharges are to Cedar Bayou. Process wastewaters receive oil/wa^or
separation, activated sludge, and sedimentation; boiler blowdown is routed to a
chromium/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 limits are used as guidance. The 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. Biamonitoring, consisting
of 24 hour static tests, shall be conducted once per quarter for two years for the
determination of 80% survival in 100% effluent. Hie recommended test organisms are
Daphnia sp. or Mysidopsis sp. If survival is less than 80%, a replacement static 48
hour median LC50 test is required on the originally collected sample. The submittal
of a BMP plan is not required.
Effective Date: August 6, 1985	Final Permit
Expiration Date: August 5, 1990	Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
0X0003948: Chevron Chemical Company
Pollutants
Outfall
Avg./Max. Limits* and Units
Flow : 001 : report
continuous
BOD-5
:575/1150 lb/d (17.2/34.5 ma/1**)
3/w 24 hr ccmp
TSS
:575/1150 " (17.2/34.5 " **)
" "
COD
:3500/7000 " (105/210 " **)
« It
Oil and Grease
:250/300 " (7.5/9 " **)
" grab
Antnonia Nitrogen (as N) : :report
" 24 hr oano
Total Chromium
:6.0/20.0 lb/d (0.18/0.6 mg/1 **)
ti it
Total Zinc
*3.0/10.0 " (0.09/0.3 " **) : "
Total Phenols
:3.0/6.0 " (0.09/0.18 " **)
tt it
Benzene
:	/2.5 " 	/0.1 mg/1
l/g
Ethylbenzene

—/2.5 " —/0.1 mg/1
M It
Toluene

—/2.5 " —/0.1 mg/1
«t it
Temperature

	-/97 f****
3/w qrab
Bicmoni toring

report
1/g 24 hr ocmp
PH

6.0-9.0
continuous
TOC
002,003,
—/70 mg/1****
1/d grab***
Oil and Grease
204
		/i5 " ****
" " ***
PH

6.0-9.0
tt it
Temperature
004
	/97 f**
in situ
Flew
104
report : continuous
BOD-5

180/360 lb/d :2/w 24 hr crm^
TSS

188/375 " : " tt
(75/150
Oil and Grease
orab
sl/g 24 hr oarp
Bicmonitoring
: report
pH		:	: 6.0-9.0
*Daily average/daily maximum.
:continuous
**Eguivalent concentrations based on 4 mgd flow but not included in permit.
***When discharging.	
****Daily average/instantaneous maximum.

-------
TX0004227: Mobil Chemical Company, located in Beaumont, is engaged in the manufacture
of petrochemicals, specifically ethylene, propylene, butadiene, benzene, and toluene
(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 water quality considerations.
Effective Date: July 1, 1988	Final Permit
Expiration Date: June 30, 1993	Abstract Date: June 8, 1989
EFFLUENT LIMITS (FINAL)
7X0004227: Mobil Chemical Company
Pollutanfs
Outfall
Avq./taax.*Limits and
Monitoring
Flow
m.
monitor only
1/d estimate
TOC
-/55.0 mn/1
ft
Oil and
Benzene	
—/15.Q
-VQ.02
l/w
Toluene
Phenols
B&	
/o»02
~/o.i
6,Q - 9,0
IZsL
*Dailv averaae/riailv maviiraiTg,

-------
TX0005576: Relchhold Chemicals, Inc. Houston/ Texas, is in the Organic Chemicals
Plastics and Synthetics Category, (40 CFR 414) and produces formaldehyde (SIC 2869) as
a basic raw material and synthetic resins including urea-formaldehyde, phenol-
formaldehyde, polyester, and alkyd resins. All process wastewater (.135 mgd) receives
equalization, activated sludge treatment, clarification, pH adjustment, lagoon
stabilization and contaminated storm water goes to the treatment plant, the remainder
goes to the lagoon. All wastewater and storm water is discharged from Outfall 001 to
Greens Bayou. Limits can BCD and CCD reflect 95% raw wasteload reduction based on
existing treatment performance. Ammonia, phenols and TSS are limited at demonstrated
treatment performance per BAT/BP J. Biomonitoring once per quarter for two years using
Daphnia sp. or Mysidopsis sp. in 100% effluent sample is required at Outfall 001.
Effective Date: August 30, 1984	Final Permit
Expiration Date: August 29, 1989	Abstract Date: December 15, 1984
EFFLUENT LIMITS (FINAL)
TX005576: Reichhold Chemicals, Inc.
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
Flew
001
record

18/35 mg/1*)
continuous
BOD-5
9.1/18.
57/115
2/w 24 hr ocmp
COD
111/225
35771
_^1
TSS
18.1.36.3
±
Ammonia Nitrogen
2.3.4.6
0.0073/0.010
4.5/9.0
0.014/0.02
') *
Phenols
r) :l/w
Zinc
0.0016/0.033
0.031/0.064
L)	L
Ethylbenzene
0.0064/0.013
0.013/0.025
0.016/0.031
±
Trichloroethylene
0.0082/0.016
Formaldehyde
report
1/m
Temperature
1/d in-situ
Biorroni taring
1/g 24 hr camp
ml
6.0 - 9.0
continuous
:
:
•
•
:
:
:
•
•
:
:
:
:
•
•
•
•
•
•
:
•
•
:
•
•
•
•
:
•
•

-------
TX0006271: Exxon Company, u.SA. in Bcytown, Texas, operates a petroleum refinery and
a petro-chemicals complex (SIC 2911, 2822, 2869, 2821). The 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 lb/d of elastomers (butyl rubber), 15 million lb/d of
organic chemicals (benzene, cyclohexane, isobutylene, paraffins, xylenes) and 1.7
million lb/d of plastics (polypropylenes), used in inner tubes, tires, adhesives,
nylons, carpet fibers, twine, and biodegradeable detergents; 1.3 billion lb/y of
ethylene, 900 million lb/y of propylene, and 250 million lb/y of butadiene for use in
molded plastics, synthetic rubber, cosmetics, and pharmaceuticals; and 285 tons/stream
day of coal into 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 CFR 419) and the Rubber Manufacturing Category (40 CFR 428).
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, chlorinatian,
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. BCD-5 and ammonia limits on 001 are based an a Waste Load Evaluation
for the Houston Ship Channel. Daily average limits an phenolic compounds and
hexavalent chromium are based on a 1984 EPA-NRDC settlement agreement. The remaining
limits on 001 are based on the previous permit and State permit requirements which are
more stringent than applicable guidelines for the petroleum refining and rubber
manufacturing industries vising concentrations and a 27.5 mgd flow. Hie basis for the
limitations 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 of test 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: October 1, 1984	Final Permit
Expiration Date: September 30, 1989	Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
TX0006271: Exxon Company, U.S.A. (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits* and Units	Monitoring
Flew
: 001
< monitor only


:continuous
BOD-5

:1769/3538 kg/d
(17.4/34.8 ntr/1**)
:3/w 24 hr oanp
TSS

:3745/7489 "
(36.8/73.6
•<
: "
It
TOC
:
:4681/9362 •
(46/92
» **)
: "
It
Oil and Grease
:
:1039/1561 "
(10.2/15.3
« **}
i "
qrob
Phenolic Compounds
•
•
:21/43
(0.21/0.42
» *+)
• ••
•
ii
Ammonia (as N)
:
:1039/1561
(10.2/15.3
»
: "
24 hr camp
Sulfide
:
:17/38
(0.16/0.37
" **)
: "
grab
Total Chromium
:
:13/23
(0.13/0.22
«
: "
24 hr oanp
Hexavalent Chromium
•
•
:3.1/6.8
(0.03/0.07
« **)
:2/w
ii
Bicmonitoring
•
«
.•report


:l/q
II
Temperature
:
:36.7 C***


{continuous
PH
•
•
:6.0-9.0


:l/d
arab****
~Daily average/daily rraximum.
~~Equivalent concentrations based on 26.9 mgd flow but not included in penult.
~**Instantaneous itaximum.		
****Between 6:00 a.m. - 9:00 a.m.

-------
5X0006271: Exxon Company, U.SJL in Bqytown, Taxas, operates a petroleum refinery and
a petro-cheraicals complex (SIC 2911, 2822, 2869, 2821). The 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 aramatics). Other facility
products include: 1.1 million lb/d of elastomers (butyl rubber), 15 million lb/d of
organic chemicals (benzene, cyclohexane, isobutylene, paraffins, xylenes) and 1.7
million lb/d of plastics (polypropylenes), used in inner tubes, tires, adhesives,
nylons, carpet fibers, twine, and biodegradsable detergents; 1.3 billion lb/y of
ethylene, 900 million lb/y of propylene, and 250 million lb/y of butadiene for use in
molded plastics, synthetic rubber, cosmetics, and pharmaceuticals; and 285 tens/stream
day of coal into synthetic liquids for use in final products including gas oil, vacuum
bottoms and middle distal late. Plant activities place the facility in the Petroleum
Refining Category (40 CER 419) and the Rubber Manufacturing Category (40 CFR 428).
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 damineralizatian 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 landforminq, pH adjustment, aeration lagoons, stabilization
ponds; 002 - stormwater retention basin, oil removal via vacuum trucks; 003 -
neutralization. BOD-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
haxavalent chromium are based on a 1984 EPA-NRDC settlement agreement. Die remaining
limits on 001 are based on the previous permit and State permit requirements 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
limitations 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 of test organisms
(Daphnia sp. or Mysldopsis 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: October 1, 1984	Final Permit
Expiration Date: September 30, 1989	Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
TX0006271: Exxon Ccxrpany, U.S.A. (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits* and Units
TOC
:
002
:—/55 tkj/1 12)
: " (3) "
Oil and Grease
•
•

:—/15 " (2)
: " (3) "
Benzene, Toluene
:

:report (2)
: " (3) "
Flow
:
003
f 0
:(1) instant.
TOC
:

:—/100 mg/1
:2/w grab
Temperature
•
•

:36.7 C**
:3/d in situ
pH
:

:6.0-9.0
:l/d grab

:

:
!

•
•

:
:
~Daily average/daily maximum.
~~Equivalent concentrations based on 26.9 mod flow but not Included in permit.
(1) Once per operator shift.		
12) Daily maximum shall be the average of three grab samples taken at equal intervals
during the period of discharge with the first grab sample taken during the first
hour of discharge.	
(3) When discharging.		

-------
TX0007021: Exxon Chemical Americas manufactures specialty chemicals for the oil
industry such as demulsifiers, corrosion inhibitors, surfactants, fuel additives and
plastic additives (SIC 2869, 2821) at its facility in Houston, Texas. Hie facility is
in the Organic Chemicals and PlastJ.cs and Synthetics Category (40 CHR 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 cooling water, cooling tower and boiler
blowdown, steam condensate, reactor scruhber 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
Houston 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 EPJ that these pollutants are being discharged at the
equivalent of BAT levels. Limits on zinc, toluene, and 1,2-dichloroethane are based
on proposed BAT effluent guidelines. Effluent limits at Outfall 002 and Outfall 003
are based en Region VI guidance on stormwater discharges. Biomanitoring is required
once per quarter, but there is no requirement for a BMP Plan.
Effective Date: October 16, 1984	Final Permit
Expiration Date: October 15, 1989	Abstract Date: Itorch 7, 1985
EFFLUENT LIMITS (FINAL)
1X0007021: Exxon Chemical Americas
Pollutants	Outfall Aver • /Max. Limits and units	Monitoring
Flow
: :
: 001 :report

:
:3/d

BOD-5
: :18/36 kg/d
:2/w 24 hr canp
OCX)
: :91/181
h
• »•
•
II
TSS
: :18/36
H
: "
II
Oil and Grease
: :7.6/10.9
ti
: -
grab
Kleldahl Nitrogen (TKN)
: :3.6/7.3
H
* ••
•
24 hr canp
Toluene
: :0.10/0.20
H
:l/g
m
1,2-Dichloroethane
: :0.07/0.13
M
: »
II
Zinc
: :0.09/0.19
H
: "
ll
Temperature
: :report

:3/d in-situ
pH
: :6.0 - 9.0

:l/d
grab
Flow
:002, 003:report

•
•

T0C
: :—/50 mg/1
:l/d
grab
Oil and Grease
: :—/15 mo/1
: "
ll
PH
: :6.0 - 9.0

• "
•
ll

t »
• •

•
•


9 •
• •

:


: :

•
•


f •
• •

:


• •
• •

•
•


: :

:


-------
1X0007439: 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 CFT* 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 initially 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 quality standards and a determination of BCT/BAT levels using BPJ.
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 Dates July 1, 1985	Final Permit
Expiration Date: June 30, 1990	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
TX0007439: SOS Biotech Corp. (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units
»	i	~
Oil and Grease	: 001 »—/15 mq/1***	tl/w grab
Bicnranitorincr :
report

:l/q 24 hr camp
PH
»
»
6.0-9.0

:l/d qrab
Flew
101(1)
report

:continuous
BOD-5

180/500
lb/d
(24/66.6 mg/1**) :2/w 24 hr oano
TOC

640/1280
h
(85/171 " **) : "
TSS

215/500
If
(28.6/66.6 " **) : "
Ammonia Nitroqen

20/40
H
(2.7/5.3 " **) : "
Daconil

0.75/1.50
ti
report/0.2 mq/1 : "
Dacthal

3.75/7.50
if
/1.0 	
Arsenic

1.50/2.25
n
/0.3 " : "
Cyanide

0.75/1.50
ii
/0.2 " : "
Total Chlorinated

3.7/7.5
II
—/report ma/1 : "
Hydrocarbons**** :
:
(1)

report

2 ii ti
Flow	t 201 : "		:l/d(3) instant
TOC	:	:—/55 mq/1***	:2/w(3) grab
Daconil	:	:—/0.6 " ***	: " oonp ~

-------
TX0007439: 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;
CXitfall 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 initially 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 pre treated 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 s*=^i mentation and an arsenic bearing runoff stream
will be disposed via well injection. Biere 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 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 Dates July 1, 1985	Final Permit
Expiration Date: June 30, 1990	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
TX0007439: SOS Biotech Corp. (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
:
•
•
Dacthal : 201
—/1.0 rta/1*** :2/w(3) ccnp
Arsenic :
—/0.6 " ~~~
(1 II
•
•


:


:


:


:
:
~Daily average/daily naximum.
~~Equivalent concentrations based on 0.90 mad flow but not included in the permit.
~~~Daily average/instantaneous maximum.
~~~~Sum of carbon tetrachloride, chloroform, methyl chloride, methylene chloride,
1,2-dichloroethane.	
(1)	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 Mavhaw Bayou. Wastewater treatment consists of eoualization.
oil/water separation, activated Sludge, an aerated lagoon system, final clarification
and gH 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 Paphnia S&l or Mvsidopsis sei. 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 Dates July 19, 1986	Final Permit
Expiration Date: July 18, 1991	Abstract Date: June 9, 1989
EFFLUENT LIMITS (FINAL)
TX0007862: Independent Refining Corporation
Pollutants	Outfall Ayg./Max.*Limits and Units
Monitoring
FlOW
ML
monitor only
1/d instant.

124/234 lb/d
2/w 24-hr conp
3SS.
mnw
£££L
910/1785
Oil and Grease
38/70
grab
Phenolic Compounds
0.54/1.09
24-hr camp
Ammonia
39/195
Sulfide
0.7/1.4
grab
Total Chromium
1.7/2.9
24-hr comp
flexavalent Chromium
Q.13/Q.28
BEL

-------
1X0008761: Naloo Chemical Company manufactures tetramethyl lead and tetraethyl
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 EPJ.
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 TOC 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.
Biomonitorinq screening requiring 80% survival in 100% effluent is required at both
outfalls, but there is no BMP Plan included in the permit.
Effective Dates October 16, 1984	Final Permit
Expiration Date: October 15, 1989	Abstract Date: April 17, 1985
EFFLUENT LIMITS (FINAL)
1X0008761: Nalco Chemical Ccnpany
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: : :
Flow :
001
: report



: continuous
Temperature :

/110 F




H
BOD-5 :

:185/320
lb/d
(38.9/67.3
mq/1*)
:2/w 24 hr camp
TSS :

:135/250
II
(28.4/52.6
" *)
:3/w
II
TOC :

:370/600
II
(77.8/126
" *)
• »
II
Lead, Ttotal :

:5.5/10.0
it
(1.2/2.1
« *)

It
Zinc, " :

:3.4/4.2
it
(0.72/0.88
" *)
• >*
t»
1,2-Dibrcmoethane (EDB) :

:4.8/4.8
ti
(1.0/1.0
»
:l/w
II
1,2-Dichloroethane (EDC):

:4.8/4.8
II
(1.0/1.0
" *)
• »
II
Toluene :

:4.8/4.8
•I
(1.0/1.0
" *)
• "
II
PH :

:6.0 - 9.0



:l/d
arab
Flow t
002
:report



: "
estimate
TOC x

:—/70
1KJ/1


: "
orab
Lead, Total :

:—/1.5
It


:l/w
II
Zinc, " :

»— /6.0
II


: "
II
1,2-Dibrcmoethane (EDB) :

:—/1.0
II


: "
it
1,2-Dichloroethane (EDC):

:—/1.0
II


• H
«
Toluene :

:—/1.0
II


• "
ii
PH :

:6.0 - 9.0



:l/d
ii
		 :	:	 :	
~Equivalent concentrations based on 0.57 mgd flow, but not included in the permitT

-------
TX0008907: E.I, du Pont de Nemours 4 Company. Inc.. operates a facility in Ingleside
that produces freon, chloromethanes, and cyclohexane (SIC 2869) and is in the Organir
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. cfrLor Nation f activated
CflEfcSQf arid 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 statig acute toxicity tests, using either
Daphnia se*. 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. A thermal mixing zon^
of 100 meters around Outfall 001 has been established.
Effective Date: August 27, 1985	Final Permit
Expiration Dates August 26, 1990	Abstract Date: June 9, 1989
EFFLUENT LIMITS (FINAL)
TX0008907: E.I. du Pont de Nemours & Company, Inc.
Pollutants	Outfall Avgt/Mflx?»LMtS an<3 "TUtS
Monitoring
Flow
ML
monitor only
continuous
TSS (Net)
1991/398? lk>Ai
1/d 24-hr crnrp
TOC (Net)
54Q/95Q
Total Chlorinated Hydrocarbons
2/1L
Benzene
2/L.
Temoerature
1Q4/108
continuous
Cooper
12,5/30.5	lbZ
-------
TX0009105: Cominco American. Inc.. in Borger, is in the Fertilizer Manufacturing
Category (40 CFR 418) and produces nitrogenous fertilizers (SIC 2873). The facility
discharges stormwater runoff (Outfall 001) and cooling water, boiler blowdown, and
miscellaneous trap and cooler water (Outfall 002) to Rock Creek. None of the
wastewaters receive treatment before discharge. Process wastewaters are accumulated
in a retention pond and discharged from the pond to a 120-acre irrigation area or
injected into a disposal well. Effluent limitations are based on the effluent
guidelines and state water quality standards.
Effective Date: August 27, 1985	T.m^Q^lQal
Expiration Date: August 26, 1990	Abstract Date: June 9,
EFFLUENT LIMITS (FINAL)
TX0009105: Cominco American, Inc.
Pollutants	Outfall Avo./taax.*Limits and Units	foffijtprinq


wiiawo
•
Flow
001
monitor onlv
3/A instant.**
CCD

—/125 na/1
" arab **
Oil and Grease

—/15
» » **
Ammonia Nitroaen

—/20 "
n " **
oH

6.0 - 9.0
w 1 **
































*Instantaneous maximum
**When discharging, the first sample will be taken within 15 minutes after the
discharge commences.			,

-------
TX0052825: Pennwalt Corporation, in Beaumont, is in the Organic Chemicals. Plasties,
and Synthetic Fiber Category (40 CFR 414) and manufactures methyl mercaptan, ethyl
mercaptan, dimethyl sulfide, and diethyl sulfide (SIC 2869). Outfall 001 discharges
0.0189 mgd of process wastewater, process washwater, and sanitary wastes. Outfall 002
consists of untreated stormwater runoff. Both outfalls discharge into the Old River.
an isolated oxbow of the Neches River. Wastewater treatment consists of filtration.
sour water stripping, equalization. activated sludge, clarification, chiorination. and
carbon adsorption. The effluent from the treatment facility is monitored at internal
outfall ifll. Effluent limitations are based on the Water CUalitv Management Plan for
the Neches River Basin. Oiarterly 7-3ay chronic toxicity tests, using Ceriodaphnia
and fathead minnows must be performed on Outfall 101. A minimum of five dilutions,
using a 0.3 dilution factor, are required. Should the results indicate no toxicity at
the critical dilution factor (0.8% effluent) for both species, these biomonitoring
requirements will be eliminated. The permit will be reopened should the results
indicate actual or potential ambient toxicity to the receiving stream resulting from
the discharge.
Effective Date: September 20, 1988	Final Permit
Expiration Dates September 19, 1993	Abstract Date: June 12, 1989
EFFLUENT LIMITS (FINAL)
TX0052825: Pennwalt Corporation (Page 1 of 2)
Pollutants	Outfall Aygt/Maxt*LjmitS and Vnits	Monitoring
Flow : 101
monitor only
continuous
BCD 5 :
5.3/12.3
lb/d
1/w 24-hr comn
COD
26.3/52.5
VI
II
n
TSS :
5.3/10.5
n
n
n
Sulfides :
0.035/0.070 "
n
n
Zinc (Total) :
—/—
(1.0/2.0 ma/1)
vv
vv
Temperature :
95/100 F
l/d
JUSltU
Acenaphthene :
0.0/0.01
lb/d
1/v 24-hr camp
Acrylonitrile :
0.01/0.03
91
If
n
Benzene :
0.00/0.02
ft
n
vv
y
Carbon Tetrachloride :
0.00/0.00
vt
n
VI
Chlorobenzene :
0.00/0.00
n
n
n
1.2.4-Trichlorobenzene :
0.01/0.02
n
n
it
Hexachlorobenzene :
0.00/0.00
n
n
VI
1.2-D ichloroethane :
0.01/0.03
n
n
n
1,1.1-Tr ichloroethane :
0.00/0.01
ft
it
it
Hexachloroethane :
0.00/0.01
VI
n
if
1.1-Dichloroethane :
0.00/0.01
IV
vv
VV
1.1.2-Trichloroethane :
0.00/0.01
vv
n
n
Chloroethane :
0.01/0.03
VI
n
n
Chloroform :
0.00/0.01
w
n
fi
2-Chlorophenol :
0.00/0.01
n
n
w
1.2-Dichlorobenzene :
0.01/0.02
VI
if
VI
1.3-Dichlorobenzene :
0.00/0.01
n
n
* "
1.4-D ichlorobenzene :
0.00/0.00
VI
VI
n
1.1-Dichloroethvlene :
0.00/0.00
it
n
VI
1.2-trans-B ichloroethvlene
0.00/0.01
it
if
if
2.4-D ichlorophenol :
0.00/0.01
if
it
n
1,2-PichlQtwrwane :
0.02/0.03
n
n
n

-------
EFFLUENT LIMITS (FINAL)
1X0052825: Pennwalt Corporation (Page 2 of 2)
Pollutants	Outfall Ava./Max.*Limits and Units	Monitoring
1.3-Dichloropropvlene
101
0,00/0.01 lb/d
1/v 24-hr comp
2.4-Dimethlyphenol

0.00/0.00
ft
ft
ft
2.4-D in itrotoluene

0.01/0.04
n
ft
tt
2.6-0initrotoluene

0.03/0.08
it
ft
fl
Ethylbenzene

0.00/0.01
ft
ft
It
Fluoranthene

0.00/0.01
it
tt
ft
Bis (2-chloroisoorodvI) Ether
0.04/0.09
it
fl
fl
Methylene Chloride

0.01/0.01
it
ft
fl
Methyl Chloride

0.01/0.02
it
ft
It
Hexachlorobutad iene

0.00/0.01
it
n
ft
Naohthalene

0.00/0.01
it
tt
ft
Nitrobenzene

0.00/0.01
it
tt
ft
2-Nitroohenol

0.01/0.01
tt
it
ft
4-Nitroohenol

0.01/0.02
it
it
It
2.4-D in i tr ODhenol

0.01/0.02
tt
it
II
4.6-Dinitro-o-cresol

0.01/0.03
it
tt
It
Phenol

0.00/0.00
it
tt
fl
Bis (2-ethvlhexvl) Phthalate
0.01/0.03
tt
ft
fl
Di-n-Butvl Phthalate

0.00/0.01
it
n
ft
Diethvl Phthalate

0.01/0.03
it
ft
ft
Dimethyl Phthalate

0.00/0.01
ft
tt
n
Benzo (a) Anthracene

0.00/0.01
it
ft
tt
Benzo (a) Pvrene

n.oo/o.oi
tt
ft
ft
3.4-Benzofluoranthene

0.00/0.01
tt
ft
n
Benzo (k) Fluoranthene

0.00/0.01
tt
n
tt
Chrvsene

0.00/0.01
tt
tt
tt
Acenaphthvlene

0.00/0.01
it
tt
tt
Anthracene

0.00/0.01
it
ft
tv
Fluorene

0.00/0.01
ft
it
tt
Phenanthrene

0.00/0.01
it
it
tt
Pyrene

0.00/0.01
it
it
it
Tetrachloroethylene

0.00/0.01
tt
ft
it
Toluene

0.00/0.01
it
ft
tt
Tr ichloroethylene

0.00/0.01
ft
it
it
Vinyl Chloride

0.01/0.03
N
n
ft
Chromium (Totals

0.09/0.23
tt
it
tt
Copper "

0.12/0.28
ft
M
n
Cyanide "

0.04/0.10
It
ft
it
Lead "

0.03/0.06
It
ft
n
Nickel "

0.14/0.33
ft
ft
tt
Zinc "

QjJ19/0.22
It
It
VI
rR

6.0 - 9.0
continuous
Flow
001
monitor onlv
1M estimate
TOC

—/75 ma/1
ft
arab
Oil and Grease

—/15 "
It
11
PH

6.0 - 9.0
It
11








*



-------
TX0055107: The Stroh Brewery Company located in Langview, Texas, operates a brewery
(SIC 2082) producing 350,000 gpd of malt beverages, and an aluminum can manufacturing
plant (SIC 3411) producing 4.65 million cans per day. Plant activities place the
facility in both the Miscellaneous Food and Beverage Processing Category (40 CFR 438)
and the Coil Coating Category (40 CFR 465). Outfall 001 discharges approximately 2
mgd of process wastewater into Grace Creek,, thence into a water quality limited
segment of the Sabine River. Process wastewater from the can plant is pre treated for
emulsified oil removal by gravity separation in acidic conditions, followed by pH
adjustment and dissolved air flotation; oily wastes are landfilled or shipped off site
for reclamation. The pre treated wastewaters, can plant cooling and sanitary waters,
and brewery wastewaters are routed to an activated sludge treatment plant prior to
discharge through Outfall 001. Sludge is thickened and aerobically digested before
land application. Effluent guidelines have been promulgated to cover the can plant
operations (40 CTO 465, Subpart D, the Canmaking Subcategory), but not for the
brewery; therefore the permit limitations are a EPJ determination of BCT and BAT,
based on a concentration and a 1.8 mgd flow for the brewery discharge, and applicable
BAT guidelines and the production rate of 4.65 million cans/day for the can plant
discharge. The permit does not require a BMP plan or biomonitoring.
Effective Date: September 16, 1984	Final Permit
Expiration Date: September 15, 1989	Abstract Date: February 26, 1986
EFFLUENT LIMITS (FINAL)
TX0055107: The Stroh Brewery Company
Pollutants Outfall Avg./Max. Limits*and Units	Monitoring
: : 	 	 :
Flew
: 001 :report


continuous
BOD-5
: :114/200 kg/d
(15/26 mg/1
.**)
3/w 24 hr canp
COD
: :1512/2560
(200/338
~*)
H II
TDS
: :5675/10000 "
(750/1319
**)
tt It
TSS
: :227/398
(30/53
**)
H It
Chromium
t :0.1/0.2
(0.01/0.02 "
** \
t( If
Zinc
:3.6/7.2
(0.48/0.96 "
**)
•I II
Aluminum
: rl.8/3.6
(0.24/0.48 "
**)
II ||
Fluoride
: :47/102
(6.2/13
**)
II It
Ttotal Phosphorous
: :30/61
(4/8
*~)
II II
Fecal Coliform
: :200/400 per 100 ml


" grab
Oil and Grease
: s39/65 kg/d
(5.2/8.6 mg/1
**)
¦I H
pH	t	:6.0 - 9.0	il/d
:
: :


:




















:


~Daily average/daily maximum.
~~Equivalent concentrations based on 2 mgd flow but not included in permit.

-------
TX0064912: Hoffman-La Roche manufactures vitamins and vitamin intermediates
(SIC 2834, 2833) at a plant located in Freeport (Brazoria County), Texas, ttie
facility is in the Pharmaceuticals Manufacturing Category (40 CER 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
residual level. The effluent limitations on both outfalls are from the previous
permit. However, until the start-up of plant activities, limits on 001 are a EPJ
determination of BCT based on concentrations of 20 mg/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 not used in plant processes;
therefore monitoring is not required. The permit does not include requirements for
biomonitoring or a BMP plan.
Effective Date: April 16, 1985	Final Permit
Expiration Date: April 15, 1990	Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
TX0064912: Hoffnran-La Roche
Pollutants
Outfall
Avg./Max. Limits*and Units
Monitoring
•
•


Flew : 001 (1)
monitor oily
5/w instant
BOD-5 :
20/40 lb/d
1/m grab
TSS :
20/40
(i n
pH :
6-9
II M
Flow
001(2) :report
*** instant
BOD-5

81/122 lb/d (30/45 nu/1**)
2/w 24 hr ccmp
TSS

108/190 " (40/70.1 " **)
H n
Oil and Grease

27/41 " a0/15 " **)
" grab
Ammonia as N

17/33 " f6.3/12.2 " **)
" 24 hr ccmp
IOC

407/678 " 1150/250 " **)
H II
Temperature

—/96 F
3/d in situ
PH

6-9
1/d grab
Flow
002
report
l/d(3)estiitete
TOC

—/75 mg/1
" (3) grab
Oil and Grease

—/15 "
" /3) "
PH

6-9
" (3) "




: :

: :

~Daily average/daily maximum
**
Equivalent concentrations based on 0.325 mgd flow but not included in permit.
***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.			

-------
1X0077593: 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 mgd 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 uncantaminated stormwater runoff which
enters the bay untreated. Outfall 001 is pretreated chemically with processes
including neutralization, clarification, flocculation, and ammonia stripping; sludge
is treated biologically with activated sludge, thickened, then dewatered by a
filter press. Hie filter pressed sludge is conveyed by belt filters to a dumpster 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
limits at 002 are from the previous permit. Hie basis for the temperature limit is
not specified. Limits at 003 are based on Region VI stormwater guidance. 24 hour
static bioassays showing 80% survival in 100% effluent are required using Daphnia sp.
or Mysidopsis 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: October 16, 1984	Final Permit
Expiration Date: October 15, 1989	Abstract Date: April 28, 1986
EFFLUENT LIMITS (FINAL)
TX0077593: Syngas Co.
Pollutants Outfall Avq./Max. Limits* and Units
Flow : 001 : report
Monitoring
continuous
BOD-5 t :48/88 kg/d (26/48 mg/l^M
2/w 24 hr camp
TSS : s93/207 " (50/112 " ***)
•• «
TOC
:72/133 " (39/72 " ***)
II «
Aimoiia (as N)
:36/66 " f19/36 " ~~~>
It II
Cyanide, Amenable
*0.54/1.0 " fO.29/0.56) " ***)
1/w "
Nickel
:0.91/1.7 " (0.49/0.91 " ***)
II II
Vanadium
:report
1/m "
Temperature
• "
•
1/d in situ
Bianonitoring
: "
1/g 24 hr octod
pH : :6.0-9.0
continuous
Flow : 002 : report
ii
TOC
:—/75 mtj/1^*
1/w grab
Temperature
:—/43.3 C ~~
continuous
PH
:6.0-9.0
ii
TOC : 003 :—/75 mg/1
l/d****qrab
Oil and Grease
:—/15 mg/1
» **** «
PH
:6.0-9.0
" **** H

i

~Dally average/daily maximum.	~
~~Daily average/instantaneous maximum.	~
~~~Equivalent concentrations based on 0.49 mgd flow but not included in permit.
~*»*When discharging.

-------
TX0091855: CHEMTANK, located in Houston, Texas, operates a bulk liquid storage
terminal (SIC 4226) facility; the terminals are leased for the storage and processing
of various chemical products such as chlorinated organic compounds, phenols, cyanide
and petroleum products. She facility is a new source in the Shore Receptor 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 system which
includes separation, equalization, filtration, aeration, settling and chlorination.
Limits on 001 and 002 are based on EPA Region VI stormwater guidance (CCD, Oil and
Grease) and BPJ of EAT 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
(GOD, 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 -
300/450 mg/1. Quarterly bioassays 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 Mysidopsis 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: toy 3, 1985	Final Permit
Expiration Date: May 2, 1990	Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
TX0091855: CHEMTANK
Pollutants	Outfall Avq. /Max. Limits*and Units	Monitoring
Flow
:001, 002
report
:l/w(l)estimate
COD
:
—/150 mg/1**
: - (1) grab(2)
Oil and Grease
•
—/15 " **
: " (1> " (2)
Total Phenols
•
•
—/0.7 " **
tl/3m(l) " (2)
Total Purgeable Halocarbons***

: " m " (2)
PH
•
•
6.0-9.0
:l/w m " (2)
Flow
: 003
report
tl/d instant.
BOD-5
•
•
14.1/28.3 lb/d
:2/w 24 hr ccmp
TSS
:
16.5/33
2 h ii
COD
•
•
141.4/212
0 M M
•
Oil and Grease
:
10/15 mg/1
: 1/w grab
Total Cyanide
:
0.2/0.4
j M II
Total Phenols
•
•
0.5/0.7
s ll ll
•
Total Purgeable Halocarbons***
**+*
:l/m
Biarcnitoring
•
•
report
:l/g 24 hr ccmp
PH
:
6.0-9.0
:l/d grab
*Daily average/daily maximum.
~*Daily average/instantaneous maximum.
***EPA Test Method 601. 		' 	
****Daily maximum limits are as follows: Methylene chloride, phenol (carbolic acidTT
1,1,1-trichloroethane, acrylonitrile, carbon tetrachloride—50 ug/1; napthalene,
chlorobenzene—100 uq/1; 1,1,2-trichioroethane, chloroform—75 uq/1; toluene--
225 uq/1; benzene—125 uq/1; dichlorobenzene—250 uq/1; ethylbenzene—275 uq/1.
(1)	When discharging.		
(2)	Samples to be obtained within 30 minutes after discharge begins.		

-------
1X0094498: 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 groundwater 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 requirements are not included in the
permit.
Effective Dates October 16, 1984	Final Permit
Expiration Date: October 15, 1989	Abstract Date: February 13, 1986
EFFLUENT LIMITS (FINAL)
TX0094498: Uranium Resources, Inc.,
Kingsville Dcrre Facility
Pollutants
Outfall
Avq./Max. Limits*and Units
Monitoring
Flew
: 001 : report
Hp7l
:l/w 24 hr camp
TSS
:20.0/30.0
:100/200
COD
Zinc
:0.5/1.0
Ra 226 (Dissolved)
3.0/10.0
10.0/30.0
2.0/4.0
6.0 - 9.0
Ra 226 (Total)
Uranium
EH	
grab
:	:	:
i	:	r
: 	:	[
i	:	i
i	:	i
: : :
~Daily average/daily maximum.

-------
UT0000507: Phillips Petroleum Company's Woods Cross refinery is in the Cracking
Subcategory of the Petroleum Refining Category (40 CFR 419, Subpart B) and processes
25,300 bbls/day of feed stock to produce gasoline, distillates, fuel oils, asphalts,
and liquified petroleum gases (SIC 2911). Outfall 001 consists of 0.860 MGD of
process wastewater, miscellaneous washwater, cooling tower blowdown, water treater and
boiler blowdown, and stormwater runoff which is discharged into the State Industrial
Canal and/or the Great Salt Lake. Outfall 002 discharges 0.4 MOD of non-contact
cooling water into Mill Creek. Wastewater treatment includes sedimentation, oil
separation in an Mil Separator and Induced Ml. Flotation unit, and biological
treatment in a six-celled lagoon system. The effluent limitations are based on
secondary treatment standards and the State's EEI of BAT/BCT. Beginning in January
1988, quarterly acute Static renewal toxicity tests, using Ceriodaphnia and fathead
minnows, 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
the tests.
Effective Date: November 1, 1987	Fined Permit
Expiration Date: September 30, 1992	Abstract Date: March 13, 1989
EFFLUENT LIMITS (FINAL)
UT0000507: Phillips Petroleum Company
Pollutants	Outfall Avo./taa*. Limits and Units	Monitoring
Flow
001
monitor only
continuous
BCD 5

220/400 lb/d (25/35 ma/1
1/w grab
TSS

180/280 " (25/35 " *)
If N
COD

1500/3000 "
1/m
Oil and Grease

65/120 " (10/15 ma/1)
1/w
Phenolics Compounds

1.5/3.0 "
n n
Ammonia

120/270 "
n n
Sulfide

1.2/2.6 "
n n
Total Chromium

2.1/5.9 "
n «•
Hexavalent Chromium

0.17/0.39 "
n n
dH

6.5 - 9.0
n n
Flow
002
monitor onlv
l/m instant.
Temperature

27 C maximum
n n
pH

6.5 - 9.0
" grab








































*3Q-<3ay avg/7-jay avg

-------
UT0000531: The Eastmen Christian. Inc. facility in Salt Lake City reclaims diamonds
and tungsten, as well as electroplating machine parts with chrome, nickel, zinc, and
copper (SIC unknown). This plant is in the flpnferrPUS MetfllS Manufacturing Category
(40 CFR 421, Subpart A & C) and the Metal Finishing Category (40 CFR 433, Subpart A).
Process wastewaters are treated by chromium reduction, precipitation, and
neutralization before being combined in a holding tank. From the holding tank,
treated process wastewaters are combined with noncontact cooling water and some
stormwater runoff prior to discharge via Outfall 001 to an unnamed tributary to Greafr
Sail IdJsfi, The effluent guidelines are the basis for the following effluent
limitations: TSS and oil and grease are BPT; cadmium, total chromium, hexavalent
chromium, iron, lead, and zinc are from the previous permit; and the remaining
parameters are based on BAT. A BMP Plan must be submitted within six months and
implemented no later than one year from permit issuance. As an alternative to
monitoring for TTO, the permittee may submit a Toxic Organic Management Plan within
three months of permit issuance.
Effective Date: August 17, 1986	Final Permit
Expiration Date: August 31, 1991	Abstract Date: March 6, 1989
EFFLUENT LIMITS (FINAL)
UT0000531: Eastmen Christian, Inc.
Pollutants	Outfall Aygt/Max, limits and Vnits	Monitoring
Flow : 001
monitor only
continuous
TSS :
0.83/1.6 lb/d (25/35 n»/l *)
2/m
coirm
Oil and Grease
—/10 ma/1
1/m
arab
Ammonia :
0.16/0.37 lb/d
1/y
n
Cadmium :
0.02/0.06

como
Hexavalent Chromium :
0.05/0.1 ma/1
1/m
*
Total Chromium :
0.16/0.25 lb/d
fl
n
Cobalt
0.0002/0.0003 "
l/y
arab
Copper :
0.053/0.088 "
1/m
comD
Cyanide :
0.06/0.11
l/y
qrab
Iron s
0.17/0.33
1/q
coiro

0.04/0.06
ft
ft
Nickel
0.06/0.1
n
*
Silver :
0.022/0.04
1/y
arab
Tunpsten :
0.0037/0.0092 "
l/q

Zinc • :
0.13/0.24
If
«i
TTO :
—/0.2
fl
COIUD **
dH
6.5 - 9.0
1/w
grab





















*30-day ava/7-dav ava	
**Sanples for yolatiles should be taken as grabs.

-------
VA0001015: The Appalachian Power Company operates a steam electric power plant (SIC
4911) in Carbo, and is in the Steam Electric Power Generating Category (40 CFR 423).
Wastewater consists of reclaim pond overflow (001), wastewater treatment plant
effluent (003), cooling tower blowdown (004), low volume waste stream (005), material
storage and construction runoff (007, 014), sewage treatment plant effluent (008), and
cooling tower overflows and drains (009, 010, 011, 012). All outfalls empty into the
Clinch River. Treatment consists of unspecified physical, chemical, and biological
processes. Effluent limitations are based on State water quality standards and
BPT/BftT guidelines. An annual quantitative benthic macroinvertebrate survey q£ tha
receiving stream must be conducted between mid-August and the end of September.
Sampling must represent control, impact, and recovery zones to determine whether there
is a significant impact and if a particular source(s) of toxicity must be identified
and whether toxicity reduction must be accomplished for that source(s). During the
first year, a 21~day chronic toxicity test, using Daphnia magna, must be performed on
outfalls 003, 004, 005, and the receiving stream. The receiving stream evaluation
must consist of toxicity tests on ambient stream samples from the Clinch River and
Dump's Creek representing control stations, zones of impact, and recovery stations.
The goal is to determine which outfalls are chronically toxic and to define the zone
of chronic toxicity instream. Semi-annual analyses for total recoverable zinc and
copper must be conducted on outfalls 003, 004, and 005.
Effective Date: February 28, 1985	Final Permit
Expiration Date: February 28, 1990	Abstract Date: December 21, 1988
EFFLUENT LIMITS (FINAL)
VAQ001015: Appalachian I
Pollutants
5ower Con*
Outfall
>any
Avg./Max, Limits* and Units Monitaiina
•
Flow
001
monitor onlv :l/m measure


while discharging
TSS

30/100 ma/1
1/m grab
Oil and Grease

15/20 "
»t n
dH

6.0 - 9.0
1/w grab
Flow
004	
monitor onlv
continuous
Flow 009.010.011.012 monitor only
I/in estimate
Teraoerature 004.009.010.011.012 not to exceed lowest tenro. of
continuous
•
recirculating cooling water

Free Available Chlorine**
56/140 g/hr 10.2/0.5 ma/1)
1/d grab
TSS

30/100 mp/1
l/n»
Oil and Grease

15/20 "
n n
DH

6.0 - 9.0
1/w grab
Flow
003.005
monitor onlv
7/m measured
TSS

30/100 mg/1 (as of Dec. 1. 1985)
" 24-hr comD
Oil and Grease

15/20 "
1/q grab
DH

6.0 - 9.0
9/m
Flow
007
monitor onlv
" estimate
TSS

—/50 ma/1
¦ grab
DH

6.0 - 9.0
n w
Flow
008
monitor onlv
1 M
BGD5. Suspended Solids

1.36/2.04 kg/d f30/45 ma/1)
l/m grab
Chlorine Residual

shall not exceed 4.0 ma/1 ***
fi/w grab
DH

6.0 - 9.0
n n
Flow
014
monitor onlv
1/m estimate
TSS

—/50 ma/1 finclude 10-yr 24-hr rain)
grab
PH

$.0 - 9.Q
n n
»Avo. Monthly/Max. Daily				
**FAC shall not be discharged from any unit for more than two hours in flnv One flSY.
***No more than 12 analyses shall be outside the range of 1.0 - 2.0 ma/3 for Any month

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VA0001295: Westpoint Pepperell, Inc., Reysville Plant, located in Keysville,
Virginia, manufactures tufted rugs and related bath accessories from cotton and
synthetic yarn (SIC 2272). Operations include tufting, coating, cutting and piece
dyeing, with total production reported as 7123 pounds of carpet per day. The facility
is in the Textile Mills Category (40 CFR 410) and there is a single discharge of 0.162
mgd from Outfall 001 to Ash Camp Creek consisting of process wastewater, nonoontact
cooling water, and boiler blowdown. Wastewaters are treated by screening,
aerated lagoons, chemical precipitation, chlorination, and dechlorination; sludge is
disposed in landfills and sludge lagoons. Limitations are BCT( =EPT)/BAT~based on
EPA effluent guidelines for the Low Water Processing ("general processing") and Carpet
Finishing ("simple manufacturing") Subcategories, using the production rate mentioned
above. Zinc, total chlorine residual, and color are exceptions, based instead on
water quality standards. The permit contains a reopener clause to establish a
Toxics Monitoring Program depending an the State Water Control Board's reevaluatian of
an existing zinc variance from water quality standards in the receiving stream. A BMP
Plan is not included in the permit.
Effective Dates April 26, 1985	Final Permit
Expiration Date: April 26, 1990	Abstract Date: January 7, 1985
EFFLUENT LIMITS (FINAL)
VA0001295: Westpoint Pepperell, Inc.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flow
001
monitor only
continuous
BQD-5

15/30 kg/d (24.4/48.8 mo/lM
1/w 24 hr ccnc
CCD

118/236 " (192/384 " ~)
2/w
TSS

20/40 " (32.6/65.1 " ~)
1/w
Color

220/340 AEMI units
it ii
Chromium, Total

0.06/0.13 kg/d (0.098/0.21 irq/1*)
1/m "
Phenol,

0.06/0.13 " { " " " ~)
II tt
Sulfide

0.13/0.26 " (0.21/0.42 " ~)
li i«
Zinc, Total

—/4.0 mg/1
tt it
Chlorine Residual, " ~~

—/0.1
1/d grab
PH

6.0 - 9.0
if *i




































~Equivalent concentrations based on 0.162 mgd flow, but not included in permit.
~~If chlorinating for color removal.	

-------
VA0001660: 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.
The facility is in the Pulp, Paper and Paper Board Category (40 CFR 430) and there is
a single discharge from (Xitfall 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. Effluent
limitations on TSS and oil and grease are based on EPT/BAT effluent guidelines, and
BOD is limited by water quality standards. A schedule of compliance requires 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 toxic monitoring program is required where monthly sampling for
zinc, copper, trivalent and hexavalent chromium, iron, and phthalate esters is
required. There is no BMP Plan included in the permit.
Effective Date: July 3, 1984	Final Permit
Expiration Date: July 3, 1989	Abstract Date: May 30, 1985
EFFLUENT LIMITS (FINAL)
VA0001660: United States Gypsum Company
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: :
Flow
001
report
continuous
BOD-5

971/2913 ka/d (249/746 m/1*)
1/d 24 hr camp
TSS

1720/5160 " (440/1322 " *)
M II
Oil and Grease

49.1/74 " f12.6/18.9 " *)
1/w grab
Ammonia

—/5 ma/1
» »
PH

6.0 - 8.5
1/d








































































~Equivalent concentrations based on 1.03 mgd, 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. aM 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 (CXitfall 007) and cooling tower blowdown (Outfall Oil) are also discharged to
the South River. The wastewater treatment facilities are comprised of premixing.
neutralisation? equaljgation, cooling, activated Sludge with biological nitrification,
extended aeration, and dual media filtration. Effluent limitations are based on BEJ.
of BCT, EAT, and State water quality Standard?. Annual static acute toxicity tests.
using Daohnia 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 to
be performed during the first two years on Outfall 011, and during the first year on
CXjtfall 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 Plan must
be submitted within six months and implemented within twelve months of the effective
date of the permit.
Effective Date: October 17, 1986	Final Permit
Expiration Date: October 17, 1991	Abstract Date: December 21, 1988
EFFLUENT LIMITS (FINAL)
VA0002160: E.I. duPont de Nemours & Co., Inc. (Page 1 of 2)
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
FlOW
ML
monitor only
continuous
B

64/134	ks/sL
1/d 24-hr cqrp
TSS**
308/870
Total ftnroonia**
12/23
Total Cyanide
Q.95/2.2
IZm	giafe.
Oil and Grease
10/15 ma/1
Tenperature
21_£_
continuous
Dissolved Oxygen (6/1 - 10/31)
6.0/— ma/1 minimum value
lZd	grab
Nitrate Nitrogen
monitor only
1/w 24-hr carp
Total Phosphorus
m.
6.0 - 9.5
continuous
FlOW
1Ql_
monitor only

1/d 24-hr cony
TSS.
Total Cyanide
1/h	siab.
Total Arsenic
2/m 24-hr corrp
Total Chromium
Total copper
Total Lead
Total Mercury
Total NicKel
Total Selenium
Total Zinc
Total Cadmium
Total Silver
Acrolein
Acrvlonitrile
*Ava. Monthly/Max. Daily
"Limitations & monitoring requirements are applicable to the combined discharge from
Outfalls nm an* mi.					

-------
VA0002160: E*Ll duPont 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, god. Synthetic Fiber Category (40 CFR 414).
Internal Outfall 101 discharges effluent from the Wastewater Treatment System and
Internal CXitfall 201 discharges cooling tower blowdown. These two outfalls are
combined and discharged to the South River via Outfall 001. Once-through cooling
water (CXitfall 007) and cooling tower blowdown (Outfall 011) are also discharged to
the South River. The wastewater treatment facilities are comprised of premixina.
neutralization equalisation, cooling activated Sludge with biological nitrification,
extended aeration, and dual media filtration. Effluent limitations are based on BPJ
of ECL. B&L and State water quality standards. Annual static acute toxicity tests,
using Daphnia pulex or Daphnia magna and fathead minnow, are to be conducted to
determine the I£50 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 to
be performed during the first two years on Outfall 011, and during the first year on
Outfall 007. Oi 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 Plan must
be submitted within six months and implemented within twelve months of the effective
date of the permit.
Effective Date: October 17, 1986	Final Permit
Expiration Date: October 17, 1991	Abstract Date: December 21, 1988
EFFLUENT LIMITS (FINAL)
VA0002160: E.I. duPont de Nemours & Co., Inc. (Page 2 of 2)
Pollutants	CXitfall	Avg./Max. Limits* and Units	Monitoring
Flow
: 201 :monitor only
1/d calculated
Total Chromium
: -.2.8/3.3 ka/d
1/w 24-hr comp
Total Zinc
: :14.0/16.7 "
ft ft
Flow
: 007 :monitor onlv
continuous
Temperature
: :31 C
II
PH
: :6.5 - 9.5
1/w arab
Flow
: 011 :monitor onlv
continuous
See the parameters for CXitfall 001 marked (**)

Oil and Grease
s :10/15 ma/1
1/w arab
Total Chromium
: s0.43/0.52 kg/d
" 24-hr como
Total Zinc
: :2.1/2.6
II II
Temperature
: :31 C
continuous
Total Aircnonia as N
: :monitor onlv
1/w 24-hr comp
pH
: :6.0 - 9.5
continuous
• •

• •

• •

• •

• •

• •

• •

• •

*Avq. Monthly/Max. Paily	-
~~Limitations & monitoring requirements are applicable to the combined discharge from
Outfalls 001 and 011.			

-------
VA0003051: 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 lbs/day). In the Low Water Use
Subcategory, the facility produces 3,000 lbs/day foam backing of drapery materials
(SIC 2295) and Belding Hausman Fabrics, a nearby facility, contributes wastewater from
the production of 20,627 lbs/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 EPT/BftT effluent guidelines except pH which is water quality limited.
Bioassay tests (a 48 hour acute daphnia test, and a 96-hour fathead minnow test) are
required to be conducted semi-annually and a report shall be submitted within two
months following initiation of the activity. After two years, toxicity monitoring
requirements may be changed. There is no requirement for a BMP Plan included in the
permit.
Effective Date: January 31, 1984	Final Permit
Expiration Date: January 31, 1989	Abstract Date: March 15, 1985
EFFLUENT LIMITS (FINAL)
VA0003051: Virginia Dyeing and Finishing Corporation
Pollutants	Outfall Avq./Max. Limits and Uhits	Monitoring
Flow : 001
report
continuous
BOD-5 :
44/88 kg/d fl26/252 ira/1*}
1/m 24 hr oano
COD :
444/887 " (1273/2543 " *)
ii ii
TSS :
105/211 " (301/604 " *)
ft t*
Sulfides :
1.1/2.4 " (3.2/6.8 " *)
M «|
Total Phenol :
0.54/1.1 " (1.5/3.2 " *)
tl II
Total Chromium :
0.54/1.1 " (1.5/3.2 - *)
H II
PH :
6.0 - 8.5
1/w grab
:


:


:


:


:


:


:


:


:


:


:


:


* Equivalent concentrations based an 0.092 mgd, but not included in permit.

-------
VA0003433: Hercules. Inc.. is located In Franklin, and is in the Sum Wood
Chemicals Category (40 CFR 454). This facility processes crude tall oil into rosin,
pitch, and fatty acids by fractionation, processes rosin into a paste sizing agent
(Aquapel), and produces organic peroxide (SIC 2861, 2869). Outfall 001 discharges
untreated non-contact cooling water into Will's Gut and Outfall 002 discharges treated
process wastewater to the Nottoway River. The process wastewater flows through two
oil skimming basins to an equalization pond. From here, it is pumped to
neutralization tanks and then to an activated sludge aeration tank. Upon leaving the
aeration tank, the effluent flows through a rectangular clarifier before being
discharged to the receiving stream. Waste sludge is sprav irrigated. Effluent
limitations are based on promulgated BPT guidelines (proposed BCT) that have been
determined to be the State's Efil for BCT/BAT. For a period of two years, the
permittee is required to conduct quarterly static acute toxicity tests, using Daphnia
pulex (48-hr) and fathead minnows (96-hr), to determine the LC50 of Outfall 002.
Should the LC50 be less than 100%, additional toxicity testing may be required. At
the conclusion of two years of testing, the most sensitive of the two species may be
chosen as a single test organism and testing may be reduced to a semi-annual basis. A
GC-MS Scan for priority and non-priority pollutant organics must be conducted during
the first year of the permit. For the first eight weeks, weekly analyses must be
performed for the following parameters at the designated detection levels: total
recoverable lead (1.0 ug/1), total recoverable nickel (25 ug/1), total recoverable
silver (0.2 ug/1), phenol (10.0 ug/1), and total phenols (10.0 ug/1).
Effective Date: September 16, 1985	Final Permit
Expiration Date: September 16, 1990	Abstract Date: December 20, 1988
EFFLUENT LIMITS (FINAL)
VA0003433: Hercules, Inc.
Pollutants	Pitfall	Avg./Max. Limits* and Units	Monitoring




Flow
001
monitor only
1/m measured
Temperature

85 F
" immersion



stabilization
dH

6.0 - 9.0
1/m grab
Flow
002
monitor onlv
continuous
BOD5

558/1050 lbs/d
1/w 24-hr comD
TSS

245/711 "
it n
Total PhosDhorus

15.5/31
n n
dH

6.0 - 9.0
" grab
















































*Avg. Monthlv/Max. Daily

-------
VA0003654: BASF Corporation - Fibers Division, in Williamsburg, produces acrylic
fibers, acrylic apparel spun yarns, and antistatic yarns (SIC 2281, 2299, and 2824).
This facility is in the Organic Chemicals. Plastics, and Synthetic Fiber Category (40
CFR 414). Three separate sewers (chemical, dye, and sanitary) enter the 0.65 MGD
treatment facility. The treatment facility consists of a primary clarifier. two
trickling filters, two rotating biological contactors, and four lagWDSr that are used
for aeration, polishing, and the addition of sulfuric acid for the precipitation of
sulfur dyes and zinc. Treated wastewater is discharged via Outfall 101 to a fire
pond that discharges to an unnamed tributary to Wood Creek through Outfall 001.
Cutfall 002 discharges untreated non-contact cooling water to the James River. Sludqe
is pumped to one of the several sludge lagoons located on the property. The sludge
lagoons are dewatered by gravity drains that return the underflow to one of the
lagoons. Effluent limitations are based on BPJ for BCT and BAT (utilizing a 99th
percentile statistical analysis), and State water quality standards. Semi-annual
Static acute toxicity tests, using My^jfopsiS bahia (48-hr) and Cvprinidon varieoat-iis
(96-hr), are required to determine the LC50 of the effluent at Outfall 001. Should
the LC50 be less than 100%, additional testing may be required. Beginning the second
year after permit issuance and annually, thereafter, a 7-day mysid chronic toxicity
test must be performed, to determine the "No Observed Effect Concentration." A gc-ms
Scan for priority and non-priority pollutant organics is required one year prior to
permit expiration. The effluent is also to be analyzed for the following parameters:
total recoverable antimony, arsenic, beryllium, cadmium, copper, lead, mercury,
nickel, selenium, silver, thallium, and zinc; dissolved hexavalent and trivalent
chromium; free cyanide; and total phenols. Should the results of these tests indicate
toxic amounts, or bioaccumulative pollutants, the permittee will be required to submit
a Toxicity Control Plan and an implementation schedule within 90 days of notification
by the State. The permit also requires a BMP Plan be submitted within six months of
the effective date. The permittee must conduct a study of Wood Creek, Skiffes Creek,
and the James River 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 Division
Pollutants	Outfall Avg./Max. Limits* and Units
Monitoring
Flow
001
monitor onlv
continuous
TSS

213/461 lb/d (6.7/14.4 ira/l)
1/w 24-hr camp
Zinc

monitor onlv
VI ft
Copper

It
1/m
Chromium (Total)

II
1/a
Cvanide

n
n ft
Phenols

n
ft ft
Phthalates

n
ft ft
DH

6.0 - 9.0
l/d arab
Flow
101
monitor onlv
continuous
BOD5

85/152 lb/d (26/47 ma/1)
3/w 24-hr comp
COD

monitor onlv
l/d
TSS

n
" grab
Zinc

5.6/13.3 lb/d (1.7/4.1 ma/1)
" 24-hr conn
Coooer

monitor onlv
1/m
Acrylonitrile

ft
ft ft
Fecal Coliform

200/400 #/100 ml
l/d grab
Flow
002
monitor onlv
1/w estimate
Temperature

43 C
" in-situ
DH

6.0 - 9.0
" grab
*Avg. Monthly/May, naily

-------
VAQ003697: PabCOCK aM 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. Wastewaters originating from
metal pickling operations in the uranium and non-uranium production areas, sanitary
facilities, and from a water treatment plant are discharged to the James River via
Outfall 001. Treatment consists of neutralizing the acids from the pickling
operations, followed by clarification, and sanitary wastes are treated in a package
secondary treatment facility. Following treatment, all wastewaters are routed to a
holding pond where they are chlorinated before being discharged. Effluent limitations
are based on B£T and Stat? water Quality standards. Semi-annual static acute toxicity
tests are to be conducted, 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. A special permit condition requires a two-year program to
evaluate both the hot and cold pickle process internal discharge streams. Parameters
to be tested are: TSS, cadmium, chromium, copper, lead, nickel, zinc, and oil and
grease. One year before the termination of the permit, a complete GC-MS scan for
volatile and extractable organics at Outfall 001 must be performed to determine the
presence of priority pollutant organics and other organics in the effluent. The
permit contains a reopener clause.
Effective Date: March 29, 1985
Expiration Date: March 29, 1990
Abstract Date:
Final Permit
December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0003697: Babcock and Wilcox Conpany - Naval Nuclear Fuel Division
Pollutants	Outfall Avg./Max. Limits* and Units
Monitoring
FlOW
J&L
monitor only
continuous
ISS_
18,2/35,4	ksZd	(40/80 lbs/d
l/w 24-hr cornp
BOD5
18.2/36.4
(40/80
Chromium (Total)
0-1/0.2
(0.2/0.4
Copper
l.Q/1.5
(2.2/3.3
Fluoride
15.0/3Q.Q
(33/66
Oil and Grease
9.1/14
(20/30
grab-
Cadmium (Total)
-/0.04 ma/1
1/rn 24-hr comp
Chlorine fiegjdual
ltQ/1,5
Fecal Coliform
2QQ/4QQ	»/ioo ml
1/m	grab.
eh_
6.0 - 8.5
continuous
Cadmium (Active)
monitor only
7/y 24-hr COUP
Dissolved Hexavalent Chromium
Mercury (Total Recoverable)
Molybdenum	;	
Antimony 	;	
Dissolved Trivalent Arsenic
Beryllium
Active Lead	l_
Nickel (Total Recoverable)
Total Inorganic Selenium
Thallium
Zinc (Total Recoverable)
Free Cvanide
Vanadium
Boron	
*Ava. Monthlv/Max. Daily

-------
VA0004677: Burlington Industries. Inc., located in Glasgow, manufactures, dyes, and
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 Maurv River. Outfall 008 is an internal monitoring
point. Treatment for the industrial process wastewaters consists of screening, an
aerated 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 BPi of g£T
and BAT guideline?, State water quality standards, and the definition of secondary
treatment for the sanitary discharge. Annual static acute toxicity tests are to be
conducted on CXitfall 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
Ground water Monitoring Program.
Effective Date: June 4, 1985	Final Permit
Expiration Date: June 4, 1990	Abstract Date: December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0004677: Burlington Industries, Inc.
Pollutants	CXitfall Avg./Max. Limits* and Units	Monitoring
Flow
001 :monitor onlv
continuous
TSS
:1253/2507 kg/d
2/w 24-hr camp
BOD5
:707/1414
II II
COD
:7334/14.668 "
n n
Chromium (Total)
:5.0/10.0
l/w
Phenols (Total)
•5.0/10.0
" grab
Sulfide
:10.0/20.0
" 24-hr ccmp
Zinc (Total)
/3.0 ma/1
1/m
TON
:monitor onlv
n n
Anmonia - N

n n
Nitrates - N
"
n n
dH
:6.5 - 9.5
l/d grab
Pinw 002.003.005.006.007 monitor onlv
1/m estimate
Temperature
/31 C
2/m in-situ
PH
:6.5 - 9.5
2/m grab
Flow
004 :monitor onlv
l/d measured
BOD5
:30/— na/1 (4.4/— kg/d)
1/m grab
SusDended Solids
:30/— " (4.4/— " )
ii n
Chlorine Residual
: < 4.0 ma/1 at all times **
i/d
dH
:6.5 - 9.5
n n
Flow
008 :monitor onlv
1/m estimate
TSS
s30/100 ma/1
grab
Oil and Grease
:15/20 n
n n
dH
:6.5 - 9.5
n 9i
*Ava. Monthlv/Max. Dailv
**No more than 12 analvses Der month mav be outside the range of 1.0 -
2.0 mo/1.

-------
VA0004804: The Newport News Shipbuilding and Drvdock 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 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 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! E&L and the Guidance Document Shipbuilding Repair. Annual static
flCUte 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 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 organotin 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)
^0004804: Newport News Shipbuilding and Drydock Co. (Page 1 of 2)
Pollutants	Outfall	Avg./taax. Limits and Units
Monitoring
Flow
• •
001.003.010.019.038.050.051 monitor onlv
1/w measured
Temperature
•
—/43 C
•f
I-S
pH
•
:6.0 - 9.0
n
grab
Flow
002.009.016.023^ monitor onlv
1/a measured
Temperature
•
—/43 C
It
I-S
dH
•
:6.0 - 9.0
n
grab
Flow
004.006.007.008.011.012 monitor onlv
n
measured
Temperature
•
/38 C
it
I-S
pH
•
6.0 - 9-0
it
grab
Flow
015.024.029.030:monitor onlv
l/m estimate
Temperature
•
—/38 C
fl
I-S
pH
•
:6.0 - 9.0
it
arab
Flow
017.021.031.036.041.043 monitor onlv
n
estimate
TSS
n
it
8-hr comp
Chromium (Total) s
n
n
n
Copper " :
—/490 ua/1
VI
n
Zinc " r
monitor onlv
n
it
Lead " :
—/335 uo/1
«i
n
Tin " :
monitor onlv
	H
*t
Soluble Zinc :
M
n
n
Soluble Tin •
n
n
n
Oil and Grease s
n
it
arab

-------
VA0004804: The Newport News Shipbuilding Drvdock 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). CXatfalls 018, 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.
(Xitfalls 052 and 053 consist of wastewater from the water deionizer, which is
neutrali2ed 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, EEsL and the Guidance Document j&I Shipbuilding sM Repair. Annual static
acute toxicity tests, using mysid shrimp and sheepshead minnows are required on
Outfalls 017, 018, 021, and 042. An IC50 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 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 organotin paints.
The permit requires the implementation of BMPs to comply with the Water Pollution
Control Plan.
Effective Date: July 1, 1986	Final Permit
Expiration Date: July 1, 1991	Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
^0004804: Newport News Shipbuilding and Drydock Co. (Page 2 of 2)
Pollutants	Outfall ftvg./Ma*. Limits and Units
Monitoring
Nickel (Total) 017.021-031.036.041.043	fflpnitM Wily
;l/m B-hr com
Tributyltin
(see narrative).
ea_
rt.O - 9.Q
lZm	grab
flow
018.022.032.037.044	These outfalls must meet


Control Plan.

Flow
042
monitor onlv
1/m estimate
Temperature

—/40 C
I-S
Oil and Grease

—/15 ma/1
" grab
pH

6.0 - 9.0
ft VI
Flow
048.049
monitor onlv
" estimate
Temperature

—/43 C
I-S
oH

6.0 - 9.0
" grab













-------
^0005215: 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). CXitfall 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 ait flotation (PfiF). D&E
SCiAID removal system. o£ adjustment 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/kAT effluent guidelines from the Metal
Finishing Category (40 CFR 433). CXitfalls 023 and 024 discharge to Paradise Creek and
the remaining outfalls discharge to the Southern Branch 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
Toxics Monitoring Program within 180 days of the effective date of the permit.
Effective Date: October 11, 1985	Final Permit
Expiration Date: October 11, 1990	Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
VA0005215: Norfolk Naval Shipyard (Page 1 of 2)
Pollutants	Outfall	Avo./Max. Limits and Units	Monitoring




Flow
001
monitor only
1/w estimate
Temperature

35/43 C
•1
I-S
dH

en
0
1
9
O
1/m
grab
Flow 003.005.006,
monitor onlv
l/m recorded
Total Organic Carbon

II
n
grab
Oil and Grease

VI
n
n
Fecal Coliform

n
n
n
Cadmium (Total)

—/100 ug/1
M
24-hr como
Chromium "

—/100 "
H
n
Coooer "

—/335
n
n
Mercurv "

—/2
n
ii
Zinc "

—/765
N
M
Lead "

—/100 "
n
VI
Nickel "

monitor only
n
II
Hexavalent Chromium

91
n
n
Dissolved Tributvltin Oxide
" (Dermittee must develoo


»
analytical protocol)

dH

6.0 - 9.0
l/m
grab
Flow
007
monitor onlv
l/m estimate
Fecal Coliform

VI
n
grab
Phosphorus (Total)

II
n
24-hr como
Cadmium (Total)

n
n
- n
Cooper "

it
«
n
Nic eel

n	
H 1
n
Cvanide "

IV
n
if
dH

6.0 - 9.0
it
grab


!



»


-------
EFFLUENT LIMITS (FINAL)
VA0005215: Norfolk Naval Shipyard (Page 2 of 2)
Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
Flow
0Q8.Q1Q.022
monitor only
1/m estimat-?
Temperature
Jh£_
Cooper (Total)
24-hr cony
Hexavalent Chromium
Cyanide (Total)
eH.
6.0 - 9.0
grab
Cadmium (Total)
FJ.0W	
_Q1Q_
rconitor only
24-hr comp
jm.
1/6 record^
Temperature
—/35 C
-fcS_
Copper (Total)
Nickel "
2.Q7/3.38	ma/1
2.38/3.98
1/w 24-hr ron^p
Sine
1-48/2.61
Chromium
1,77/2.77
3/w
Cyanide
0.65/1.20
1/w
Cvanide (Amenable)
0.32/0.86
Hexavalent Chromium
0.05/1.0
3/w
Cadmium (Total)
3SS	
0.26/0.69
31/60
1/w
Oil and Grease
26/52
grab
Iron (Total)
Lead	"	
monitor only
0-43/0.69
lZm
24-hr coup
Methylene Blue Active
Nitrate	
Substances
monitor only
1/w
Phosphorus (Total)
1/m
Total Toxic Oroanics
—/2.13 ma/1
L
ES_
6.0 - 9.0
continuous
Flow
_Q21_
monitor only
1/m estimate
Temperature
JbS_
FlOW
023
estimate
Oil and Grease
(for first six months)
grab
—/3Q ma/1 (beginning seventh month)
m.
6-0 - 9.0
Flow
_GL24_
monitor only
estimate
Pil and grease
~/3Q	mg/1
grab
m.
S.Q - 9.0
Flow
monitor only
estimate
TSS
30/100 ma/1
arab
Oil and Grease
15/20
1

-------
VA0005291: The Allied Corporation, in Hopewell, produces caprolactam 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 sulfate, 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 Category (40 cfr
418). Process wastewaters are conveyed to the Hopewell Regional Wastewater Treatment
Facility, while the remaining wastewaters are discharged untreated to Gravelly Run
(Outfalls 001 and 002) and Poythress Run (Outfall 003). Hie 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 ammonium 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 BBI of BPT.
ESLr BAT and State water Quality standards. An annual chronic 7-day life cycle
toxicity test, using Ceriodaphnia sp. or a 21-day Daphnia 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	Final Permit
Expiration Date: December 1, 1991	Abstract Date: December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0005291: Allied Corporation (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits* and Units	Monitorinq
Flow
: 001
:monitor only
continuous
Total Organic Carbon (Net)
:—/10 mp/1
1/d 24-hr camo
Total Residual Chlorine
•
/0.17 "
II
grab
Phenols (Total)
•
smonitor onlv
1/m
It
Toluene
•
. "
n
II
Ethvlbenzene
•
«
n
II
Tetrachloroethvlene
•
•
"
m
n
II
Trichloroethylene
•
"
it
II
Cvanide (Total)
•
"
n
II
Benzene
•
"
n
n
Lead (Total)
•
"
n
24-hr camp
Nickel (Total)
•
"
n
It
Temperature
•
»
continuous
DH
•
:6.0 - 9.0
II

•
•


•
•

*Ava. Monthly/Max. Daily*

-------
EFFLUENT LIMITS (FINAL)
VA0005291: Allied Corporation (Page 2 of 2)
Pollutants	Outfall Avo./Max. Limits* and Units	Monitoring




Flow
101
monitor onlv
1/d estimate
Anmonia as N

tt
" 24-hr conp
Flow
201.301
tl
1/disch grab
Oil and Grease

—/30 ma/1
ft ft
Flow
002
monitor onlv
continuous
Total Organic Carbon (Net)
—/10 ma/1
1/d 24-hr conp
Total Residual Chlorine

—/0.17 "

Nickel (Total)

monitor onlv
1/m 24-hr conp
Chloroform

It
" grab
Tetrachloroethvlene

tl
It It
Lead (Total)

n
" 24-hr conp
Temperature

vt
continuous
pH

6.0 - 9.0
It
Flow
003
monitor onlv
tl
Total Organic Carbon (Net)
—/10 ma/1
1/d 24-hr camp
Total Residual Chlorine

—/0.17 "
" arab
Cyanide (Total)

monitor onlv
1/m "
Chloroform

It
ft tt
Lead (Total)

tt
" 24-hr camp
Temperature

n
continuous
PH

6.0 - 9.0
It
Flow
103
monitor onlv
1/d recorder
Chromium (Total)

0.24/0.33 ka/d (0.53/0.73 lbs/d )
1/w 24-hr como


0.2/0.2 ma/1

Zinc (Total)

1.23/1.63 ka/d (2.71/3.59 lbs/d )
ft tt


1.0/1.0 mg/1

126 Priority Pollutants^.

monitor onlv **
1/a 24-hr conp
(except chromium and zinc)

























*Ava. Manthlv/Max. Daily—		
"Limitations and monitoring requirements mav be removed for the 126 Priority	
Pollutants, including zinc and chromium, if the permittee certifies that none of
pollutants are contained in chemicals added for cooling tower maintenance.	

-------
VA0005312: The Allied Corporation, in Chesterfield, manufactures synthetic resins and
man-made fibers (Nylon 6; SIC 2821, 2824) and is in the Organic Chemicals. Plastics,
and Synthetic Fiber Category (40 CFR 414). Outfall 001 discharges non-contact cooling
water, stormwater, and excess distillation column overheads and overheads from steam
evaporators (from internal outfall 101). Outfall 002 discharges non-contact cooling
water, stormwater, treated sanitary wastewater (from internal outfall 102), and
contact cooling water (from internal outfall 202). Outfalls 001 and 002 empty into
the James River. Sanitary wastewater is held in a stabilization pond and is
chlorinated. The remaining process wastewaters go untreated, are collected and land
applied in accordance with a Consent Special Order. Effluent limitations are based on
BEsi of BEL. S£T/ and gAT limitations, and State water quality standards. A 21-day
Daohnia chronic toxicity test is to be conducted on Outfalls 001 and 002 within six
months of the effective date of the permit. The test shall determine the "No Observed
Effect Concentration" of each outfall for reproduction, growth, and survival of
Daphnia. Should the State Water Control Board determine that an instream toxicity
problem exists, additional testing may be required. The permittee is to develop a ftMP
plan within six months and implement it within twelve months of the effective date of
the permit.
Effective Date: Septerrber 30, 1986	Final Permit
Expiration Date: September 30, 1991	Abstract Date: Decentoer 19, 1988
EFFLUENT LIMITS (FINAL)
VA0005312: Allied Corporation
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow
*001.002
monitor only
continuous
Total Organic Carbon (Net)
5.0/iQ.Q	rngZL
l/d 24-hr coro
Total Residual Chlorine
Temperature
-/Oi 35
110 F (001) 100 F (002)
grab
continuous
Anmonia - N
monitor only
l/m 24-hr comp
Phosphorus
Benzene
grab	
1.1.l-Trichloroethane
Tetrachloroethvlene
BH-
6-0 - 9-0
l/±
flow
101.202
monitor only
continuous
BOD5
1/w 24-hr comp
2SS_
1.1.l-Trichloroethane
l/m	9£3fe	
n	vt
Tetrachloroethylene
Benzene	
Flow
ML
monitor only
continuous
BQCJL
45/67	ma/1
1/d 24-hr comp
!££_
6Q/9Q
Total Residual Chlorine
minimum of 1.5 ma/1
**
BtL
6.0 - 9.0
Vd grab
I/d	SISt	
*Ava. Monthly/Max. Daily
»*Anv two consecutive results <1.0 ma/1 are to be reported inroediatelv.—NO HIP re than
14 of all total residual chlorine analyses shall be outside the range of 1.0 m/1 tO
1.5 mq/1 for anv calendar year.

-------
VAQ026557: Park 500 Division of Philip Morris. Inc.. located in Chester, Virginia,
is engaged in the reclamation of tobacco stems 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, arit chamber, coarse
SCieen. and aeration basin and treatment is by primary and secondary clarification.
chlorination 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 BEiI. 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 chronic 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
Observed Effect Concentration (NOEC) will be determined. Monthly grab samples from
Outfall 001 are to be analyzed for chloroform and dichlorobromomethane. Should the
results of tests indicate that toxic amounts or bioaccumulative pollutants are being
discharged, the permittee must submit a toxicity control Plan and implementation
schedule within 90 days.
Effective Date: August 31, 1987	Final Permit
Expiration Date: August 31, 1992	Abstract Date: October 5, 1988
EFFLUENT LIMITS (FINAL)
VA0026557: Park 500 Division of Philip Morris, Inc.
Pollutants	Qrtfall Avg./Max. Limits* and Units	Monitoring
Plow : 001 :report
continuous
BOD-5 : :273/545 ka/d (32.7/65.3 ma/1**)
5/w 24 hr conp
TSS t :205/409 " (24.6/49.0 " **)
fl II
Chlorine. Total Residual: :1.5 - 2.5*** mg/1
" arab
pH : :6.0 - 9.0
" arab
Biomonitorina : :NDEC > 1% IWZ (1% effluent)
1/v
• •

• •

• •

• •

• •

• •



* Monthly Average/Dailv Maximum

**Eauivalent concentrations based on 2.2 mad flow, but not included in
the permit.
***No more than 12 analyses can be outside the ranae of 1.5 - 2.5 ma/1
m one
calendar month; anv single test result not within range of 1.0 - 4.0 ma/1
mist be reported immediately; no single analysis shall exceed 4.0 ma/1.	

-------
VA0050822: 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 q£ Twitty's Creek through Outfall
001. Sanitary and slasher area wastewater receive treatment from an Imhoff tank, a
tripling 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 conformance with the Roanoke River Basin 303(e) Plan.
Annual static acute toxicity tests are to be conducted, 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.
Effective Date: June 30, 1986	Final Permit
Expiration Date: June 30, 1991	Abstract Date: December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0050822: J.P. Stevens and Company, Inc.
Pollutants	Outfall Avg./Max. Limits* and Units
Monitoring
Flow
m.
monitor only
continuous
T£S_
12.7/25.4 ka/d (28/56 lbs/d)
1/w 24-hr comp
6QQL
6.4/12.8
(14/28
_L
QSSL
25.4/50.8
(56/112
_L
Total Residual Chlorine
—/0.13
roa/l
**
lZd	aiak.
Dissolved Oxvaen
5.Q m/l	(Daily minimum)
EfiL
6-0 - 9.0
Copper (Total Recoverable)
Zinz	"
monitor only (Detection Limit 5 ua/1)
(Detection Limit 50 ug/1)
1/m 24-hr comp
Cvanide (Total)
***
(Detec*-1 on Limit 5 ug/1)
~Ava. Monthlv/Max. Daily
**A11 analyses taken prior to dechlorination and after chlorine contact time Shall
be greater than or equal to 1.0 ma/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 mav be deleted.	

-------
WA0000078: The Long view 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 sludge, and secondary clarification. Waste sludge
is incinerated. Effluent limitations are based on ECI effluent guidelines and proven
treatment system capabilities. Quarterly 9$-hr acute toxicity 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 SPOC 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	Final Permit
Expiration Date: September 30, 1991	Abstract Date: May 22, 1989
EFFLUENT LIMITS (FINAL)
WA0000078: Longview Fiber Company
•

44V1U.I.VJ. iilU
Flow ! 001
monitor onlv
continuous
BCD 5 s
9000/36.800 lb/d
1/d 24-hr comn
TSS
35.600/70.200 "
n n
pH :
5.4 - 9.0
continuous
Temperature :
monitor only
n
Production :
n
i/d
iifci-WAG
Flow
E TKtjAiMtJvr fiAivr ipnor no
•
unction with 001 effluent)
monitor onlv
continuous
BCD5 : !
38/90 lb/d (30/45 ira/1)
1/m arab
TSS : !
38/90 " (30/45 " )
n n
Chlorine Residual : !
sranoe of 0.1 - 5.0 mg/1 i5/w "
Fecal Coliform : !
200/400 1/100 ml
l/m "
pH : !
6.0 - 9.0
1/d
Oil and Grease : s
10/30 ma/1 (Until 10/01/87)
1/w
• «
¦ <
10/15 " (After 10/01/87)
n n
EH—
• «
to DISCHARGE WMITftTIW —!

n ii
!
No measurable increase (0.3 C) shall be permitted which results in a water 	
temperature exceeding 20 C. nor an increase arising from the discharge in excess
of "ft where "t" » (34/fr + 9) and T ¦ resulting water temperature.		
*Avo. Daily/Max. Daily

-------
WA0000230: Pendleton Woolen Mills, in Washougal, is in the Wwl Finishing Subcategory
of the Textile Mills Category and produces 19,500 lbs/day of wool fiber. Wool fiber
processing includes such operations as dyeing, mixing, carding, 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 condensate and
stormwater runoff to an unnamed tributary to Gibbons Creek. Effluent limitations are
based on the effluent guidelines. Acute 96-hr toxicity tests> with salmonids, are
required on a monthly basis for one year and semi-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 test must be performed. The permit contains a reopener
clause.
Effective Date: June 30, 1985	Fined Permit
Expiration Date: June 30, 1990	Abstract Date: May 8, 1989
EFFLUENT LIMITS (FINAL)
WA0000230: Pendleton Woolen Mills
Pollutants	Outfall	Avg./Max. Limits* and Units	Monitoring




Flow
001
1.0/1.25 M(D
1/d metered—
BCD

194/387 lbs.
l/w 9.4-hr comD
CCD

1408/2817 "
3/w
TSS

304/608
VI VI
Total Chromium

1.2/2.4 "
VI It
Phenol

1.2/2.4 "
1/w
Sulfide

2.4/4.8 "
n n
dH

6.0 - 9.0
continuous
Oil and Grease

10/15 ma/1
l/w 24-hr corriD
Temoerature

21/— C
27W 9rab
Acute Toxicity

Mortality < 20% in 100% effluent
1/m 24-hr COTD



7/y
Priority Pollutants

monitor onlv
1/y
Temoerature
004
—/18 C
1/m arab
Unionized Ammonia

0.016/0.032 ma/1
1/w
Zinc (Total Recoverable)

0.05/0.1 "
n n
Oil and Grease

no visible sheen
1 /A visual
oH

6.0 - 9.0
1/w arab
Oil and Grease
005.006
no visible sheen (monitor Oct. - Mar.)l/m visual	
dH

6.0 - 9.0 (monitor Oct, - March}
" grab




















~Daily Ava./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 £6r
lit 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 center line of the diffuser, 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 SFOC Plan is to be updated and submitted for approval
within six months of permit issuance.
Effective Date: June 25, 1984	Final Permit
Expiration Date: June 25, 1989	Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0000264: Boise Cascade Corporation
Pollutants	Outfall Avq,Alax. kimitS* and Units	Monitoring
MILL A



Flow
001
monitor onlv
continuous
Temperature

n
It
Production

it
dailv average
BCD5

2900/5600 lb/d
3/w 24-hr comn
TSS

4000/7500
It ft
nH

5.0 - 9.0
continuous




MILL B



Flow

monitor onlv
continuous
Temperature

it
It
Production

n
dailv average
BCD 5

3600/7000 lb/d
3/w 24-hr camp
TSS

5000/9350
N It
cffl

5.0 - 9.0
continuous
! !

Temnerature Receiving Stream Not to exceed 20 C





























»Ava. DailyAlax. Daily

-------
WA0000281: Kalama Chemical Inc. in Kalama, Washington, manufactures organic chemicals
based on the air oxidation of toluene (SIC 2865). The facility is in the Organic
Chemicals and Plastics and Synthetics Category (40 CFR 414) and average daily
production is as follows: benzaldehyde - 25,000 lbs; benzoic acid (industrial and
technical) - 300,000 lbs and 70,000 lbs; benzyl alcohol - 15,000 lbs; K-flex
plasticizers - 30,000 lbs; nonyl phenol - 50,000 lbs; and phenol - 130,000 lbs.
Discharge to the Columbia River consists of nancantact cooling water (Outfall 001),
process wastewater and stormwater runoff from process areas (Outfall 002), and
stormwater runoff from ncnprocess 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 activated sludge treatment
plant. The treated effluent combines with up to 20 million gallons of nonocntact
cooling water before discharge. Effluent limits at Outfall 001 are based on water
quality standards. Limitations at Outfall 002 are based on proposed BftT/BCT effluent
guidelines in the Oxidation Subcategory (low water use) except ammonia and total
phosphorus where limits were added by BPJ because these parameters add to the
eutrophication of the receiving stream. Since effluent limits were not being achieved
at the time of permit issuance, a schedule of compi * anr*=> requires compliance with all
limits no later than January 1, 1986. A single static salmonld bioassay where 80% or
greater survival is considered passing is required, and based on the results of the
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 groundwater
contamination.
Effective Date: March 1, 1985
Expiration Date: March 1, 1990
Abstract Date:
Final Permit
April 30, 1985
EFFLUENT LIMITS (FINAL)
WA0000281: Kalama Chemical Inc. (Page 1 of 2)
Pollutants
Flow
Outfall
001
18/20
Avg./Max. Limits and Units
Monitoring
:continuous
Temperature :
—/30 C*
(i
PH :
o\
m
0
1
vo
b
II
Flew : 002**
0.12/0.15 nod
it
BOD-5 :
58/146
ma/1
1/d 24 hr oanp
CCD :
report
M
i*
TSS :
120/353
mg/1
II II
PH :
6.0 - 9.0
II
grab
Ammonia (as N) :
30/50
mg/1
1/w 24 hr carp
Total Phosphorus :
5/8
it
ii
Cyanide :
180/410
uo/1
4/m
cenp
Total Phenols :
report
l/d
M
Phenol :
—/50
uq/1
ll
grab
2,4,6-Trichlorophenol :
100/175
It
4/m
ll
2-Chlorophenol :
50/75
II
ll
tl
2,4-Dichlorophenol :
100/200
n
it
ll
2,4-Dimethylphenol :
—/50
II
ll
ll
2-Nitrophenol :
75/100
tl
ll
II
4-Nitrophenol :
325/500
II
tl
ll
2,4-Dinitrophenol :
100/150
II
H
II
Pentachlorophenol :
50/100
II
ll
II
~Temperature of Columbia River shall not exceed 20 C; temperature increase above
ambient shall not exceed 0.30 C. River monitoring is required.		
~~Monitoring frequency for priority pollutants at Outfall 002 may be reduced to twice
per year after a review of the first 3 months of data. During the first 3 months

-------
EFFLUENT LIMITS (FINAL)
WA0000281: Kalama Chemical Inc. (Page 2 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flow :
002** (continued)

•
•


Acenaphthene t
s—/50
ug/1
*4/m
qrab
1,2,4-Trichlorobenzene t
:125/225
n

H
tl
1,2-Dichlorobenzene t
s125/250
II
•
•
ii
tl
Isophorone :
:—/50
II
•
•
fi
tl
Bis (2-ethylhexyl) Phthalate
s150/350
II
:
H
II
Di-n-butyl Phthalate s
:150/300
II
:
M
tt
Diethyl Phthalate :
:125/275
M
•
~
if
It
Dimethyl Phthalate :
:175/375
II
•
•
ti
tt
Aoenaphthylene t
t—/50
II
•
•
ti
tt
Fluorene :
:—/50
(1
:
•1
tt
Phenanthrene :
:—/50
II
:
H
tt
Benzene t
:75/125
It
t
ii
II
Carbon Tetrachloride t
/50
«»
:
H
N
1,2-Dichloroethane :
:100/150
II
:
H
II
1,1,1-Trichloroethane :
t—/50
If
:
ff
If
1,1-Dichloroethane s
s125/225
II
t
ii
It
1,1,2-Trichloroethane :
150/75
II
:
ii
tl
Chloroethane t
:—/50
II
•
•
H
tt
Chloroform :
:50/75
It
s
ti
tl
1,1-Dichloroethylene :
s75/125
II
•
•
ii
It
EthyLbenzene t
:150/275
II
•
•
it
II
Methylene Chloride :
:—/50
uq/1
5'
l/m
qrab
Methyl Chloride s
:—/50
II
:
ft
tt
Methyl Bromide :
:—/50
II
t
ft
It
Dichlorobroncmethane :
t—/50
If
t
If
II
Toluene t
:125/225
tf
:
tf
ti
Tri chloroethylene :
X50/75
If
:
tl
li
Antimony »
1370/780
II
t
II
tt
Cadmium :
:40/70
II
:
It
tt
Chrcmium :
:90/190
ft
t
t«
if
Lead t
:40/70
II
:
it
H
Mercury >
:50/90
If
:
li
ii
Copper :
:70/150
II
:
M
tt
Zinc t
:100/210
II
•
•
tl
ti
Flew :
003 : report

:l/d estimate
TSS t
:~/50
mq/l
:
2/m
qrab
Oil and Grease s
:—/15
n
t
it
it
pH s
:6.0 - 9.0

•
•
ft
It
BOD-5 t
:—/45
mcr/1
•
•
ft
ft
COD s
: report

•
•
tt
tt
Fecal Coliform :
f II

:
ii
it
Phenol x
:—/50
uq/1
:
II
li
Total Phenols t
ireport

t
•1
H
Copper :
:—/150
uq/1
t
tt
11
~~Manitorinq frequency for priority pollutants at (Xitfall 002 may be reduced to twice
per year after a review of the first 3 months of data. During the first 3 months
sampling shall be 4 consecutive days per month alternating sampling days each month.

-------
WA0000299: ALCCft. in Vancouver, operates a primary aluminum smelter and associated
facilities consisting of five potlines, 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 &£ial£ Category (40 CFR 421, Subpart
B). Outfall 001 discharges lagoon-treated process wastewater from primary aluminum
production and aluminum forming production and Outfall 002 discharges sanitary
effluent after it receives conventional secondary treatment and chlor ination. Both
outfalls empty into the Columbia River. Effluent limitations for Outfall 001 are
based on B&2 and BAT effluent guidelines, and the limitations for Outfall 002 are a
BPJ determination of BCT, using the g£T 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 conducted on 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 runoff 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 reopened according to the results.
Effective Date: June 27, 1984	Final Permit
Expiration Date: June 27, 1989	Abstract Date: May 12, 1989
EFFLUENT LIMITS (FINAL)
WA0000299: ALCOA - Vancouver Works
Pollutants	Outfall Ave./Max. Limits* and Units	Monitoring
• <
Flow : 001
monitor onlv
continuous
Temoerature (Receiving Stream)
No measurable increase (0.5 F)
n
Production (tons/dav)

monitor onlv
dailv average
Benzo (a) Dvrene

0.02/0.05 lb/d
1/d 24-hr como
Fluoride

100.0/200.0 "
n n
Antimony

2.0/3.0
it n
Nickel

2.4/3.4
n n
Cyanide

0.15/0.4
vi n
Aluminum

66.0/148.0 "
n n
Chromium

0.8/1.5 "
R II
Zinc

1.8/3.9
If VI
TSS

930.0/1860.0 "
n n
Oil and Grease

70.0/150.0 "
5/w arab
dH

7.0 - 9.0
rnntinuous
Acute Toxicity

Survival greater than 80% (96-hr)
7/y
Flow
002
monitor onlv
1 M continuous
BCD 5

40/80 lb/d (25/45 ma/1)
1/w 24-hr como
TSS

50/70 " (30/45 ¦ )
n tv
Fecal Coliform

200/400 */100 ml
" nrab
Residual Chlorine

0.5 ma/1 (minimum) 0.2 ma/1 (max.)
1/H








*Dailv Avg./bailv Max.

-------
WA0000540: The Commonwealth Aluminum Company, in Gold end ale, operates a primary
aluminum smelter (SIC 3334), using the Hall-Heroult process, producing 0.921 million
lb/day by direct chill casting, 0.921 million lb/day from electrolytic reduction, and
0.658 million lb/day of anode/briquette production. This facility is in the
Nonferrous Metals Manufacturing Category (40 CFR 421, 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
sedindentation prior to discharge. Effluent limitations are based on BAT/BCT effluent
guidelines and KPJ. Semi-annual 96-hr acute toxicity 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 60 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	Final Permit
Expiration Date: June 26, 1990	Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0000540: Commonwealth Aluminum Company
Pollutants Qjtfall Avg./faax. Limits* and Units Monifcorino




Flow
001
monitor onlv
continuous
Temperature

n
It
Production

n
dailv average
Benzo (a) pvrene

0.1/0.2 lb/d
1/d 24-hr comn
Fluoride

210/485
It If
Antimonv

5.6/12.6 "
II It
Nickel

2.4/3.6
IV n
Aluminum

40.0/90.0 "
n n
TSS

500/1500 "
»• tt
Oil and Grease

200/500
grab
dH

7.0 - 9.0
continuous
S5TONDAR* ROOF SCRUBBING TREATMENT SYSTEM PRIOR TO MIXING WITH OUTFALL 001
Fluoride : :25.0/50.0 lb/d
1/d 24-hr comp
TSS : :50.0/100.0 "
n n
ANfDF CONTORT COOLING WATER PRIOR TO MIXING WITH OUTFALL 001

Benzo (a) pvrene
:0.002/0.005 lb/d
l/w 24-hr comp
Antimonv
*0.12/0.27
n n
Nickel
*0.05/0.08
n it
Aluminum
:0.37/0.84
n n
Fluoride
:3.63/8.18
It N
SANTTTARV WASTEWATER PRIOR TO MIXING WITH OUTFALL 001

Flow

monitor onlv
continuous
BCD5

25/45 ma/1
l/w 24-hr ccmp
TSS

30/45
n n
Fecal Coliform

200/400 #/100 ml
" grab
Residual Chlorine

0.5/5.0 ma/1
1/d








-ftyg, Paily/Max. PaiHI

-------
WA0000621: Scott Paper Company in Everett, Washington, operates a sulfite pulp and
paper mill (2611) in the Pulp, Paper, and Paperboard Category (40 CFR 430).
Production rates for 1981 are reported as 518 tpd of sulfite pulp, 32 tpd of
groundwood pulp, and 41 tpd of nonintegrated tissue paper. Three regulated discharges
consisting of both process wastewater and rainwater enter Everett Haii±or (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 flocculant 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. His permit
limitations are based an EPT/BftT effluent guidelines using a EPJ determination of BCT
being equal to BPT 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 salmanid survival rate of at least 80% in a 96-hour
bioassay of 65% effluent concentration. Testing shall be conducted monthly in
accordance with the Department of Ecology Acute Toxicity Test Method (1974), or an
approved equivalent method.
Effective Date: June 24, 1985	Final Permit
Expiration Date: June 24, 1990	Abstract Date: April 21, 1986
EFFLUENT LIMITS (FINAL)
WA0000621: Scott Paper Canpany
Pollutants	Outfall Avq./Max. Limits* and Units	Monitoring
	 : : :
Flew :001,003,:monitor only
continuous
BOD-5 :008** :7640/32200 kg/d
1/d 24 hr ocmp
TSS
: 11500/21400 "
M ii
Dissolved Oxygen***
:monitor
1/8 hours grab
Temperature
:
continuous
Production, tpd sulfite pulp :report
monthly avq.
PH : :5.0 - 9.0****
continuous
: :

•
•


:


:


:


~Daily average/daily iraximum
**Sum of the three as determined from monitoring each outfall.	
~**Fran 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.		

-------
WA0000680: Aluminum Company of America/ located 10 miles south of Wenatehee,
Washington, on the west bank of the Columbia River, is a primary aluminum smelting
facility (SIC 3334) in the Nanferrous Metals Manufacturing Category (40 CFR 421). The
smelter uses center-worked pre-baked reduction cells to produce 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. The facility
discharges 7.84 mgd from a single outfall to the Columbia River, consisting of
nanoontact 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 are based
on EPJ and BAT guidelines (40 CFR 421, Subpart B, Primary Aluminum Smelting
Subcategory). TSS, oil and grease, pH, and fecal ooliform 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 of 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 SPOC plan,
sanitary treatment plant limitations, a stormwater runoff study, and a semi-annual
salmonid bioassay with 80% survival in 100% effluent for a 96-hour period. A BMP plan
is not included.
Effective Date: June 24, 1985
Expiration Date: June 24, 1990
Abstract Date:
Final Permit
February 6, 1986
EFFLUENT LIMITS (FINAL)
WA0000680: Aluminum Company of America
Pollutants	Outfall I
Flow
: 001
report

{continuous
Production (tpd) :
II

•daiXv avq
TSS :
250/500 lb/d
(3.2/6.4 mg/l**)!l/d 24 hr catc
Benzo(a)pyrene :
0.02/0.04
(negligible
" **):l/w
Fluoride :
85/150
a.09/1.9
" **m/d
Antimony :
1.1/2.4
(0.014/0.031
» **)} » ••
Nickel :
0.5/0.7
(0.006/0.009
•• ^ • " «
Aluminum :
21/46
(0.27/0.59
•• **)• " »
Oil and Grease :
50/250
(0.64/3.2
" **)'. " (5/w) grab
Temperature :
Ambient not to exceed 20 C, nor
an :continuous
•
•
increase in excess of "t"***
• "
•
pH :
7.0 - 9.0

: "
Benzo (a) pyrene* * * *
: (1)
0.003/0.005 lb/d

sl/d 8 hr oairo
Antimony**** :
0.14/0.32

:l/w "
Nickel**** :
0.06/0.09

•	ii H
•
Aluminum**** :
0.45/1.01

• (( ti
Fluoride**** t
4.4/9.8

I H ft
•
Flow
: (2)
report

:continuous
BQD-5 :
25/45 mg/1

tl/w 24 hr oomp
TSS :
30/45

| H It
Fecal Coliform :
200/400 per 100 ml
:l/w grab
Residual Chlorine :
0.5/2.0 mg/1

:l/d(5/w) "
but not included in permit. ***t=(34/T+9); T=resultinq water temperature
»»**Anode contact cooling water discharge has been stopped. ALCOA no longer uses any
water to cool anodes. 	 	
d) ALCOA
Been disc
has switched to all dry scrubbing. Exhaust gas scrubbing using vater has
discontinued T/ima addition, coagulation, and sedimentation are no longer being
used, lhere is no recycling. Stoimwater runoff and nanoontact cooling voter is
discharged alow with sanitary.	

-------
WA0000809: Weyerhaeuser Company of Cosmopolis, Washington, is in the Palp, Paper, and
Paperboard Category (40 CFR 430). The facility manufactures approximately 503
tons/day of dissolving grade sulfite pulp (SIC 2611) for commercial sale. Process
wastewater (23 mgd) is discharged from Outfall 001 and nonocntact cooling water (0.8
rogd) is discharged from Outfall 002. The most contaminated process wastewater is
routed to an activated sludge secondary treatment plant. The treatment plant effluent
is combined with the remaining wastewater and piped through a series of four lagoons,
three of which are aerated, before entering Grays Harbor Estuary on the outgoing tide
Noncontact cooling water receives lagoon settling followed by discharge to the
Chehalis River. BOD-5, TSS and pH limits are based on BAT and EPT=BCT (as per BP J)
effluent guidelines, lhe fecal coliform limit is based on water quality standards,
lagoon effluent at 002 shall meet water quality criteria as specified in the permit,
including turbidity < 5 MTU 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 Date: February 13, 1985	Final Permit
Expiration Date: February 13, 1990	Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
WA0000809: Weyerhaeuser Company
Pollutants	Outfall Avg./Max. T.fmfi-fl* and Units	Monitoring
Flow
: :
:001, 002:monitor only

continuous
BOD-5 (1)
: :24900/47900***lb/d
1124/239 mg/1**)
1/d 24 hr ccmp
TSS
: :38000/70700
(190/353 " **)
ii if
Fecal Coliform
: :—/1000 per 100 ml

5/wf 2) grab
Acidity
: t monitor

1/d 24 hr camp
Settleable Solids
: :

1/w grab
Temperature
: :

continuous
Pulp Production
: sreport

daily
PH
: :5.0-9.0

continuous
: :

: :

: :

• •
• •

: :

: :

: :

: :

~Daily average/daily maximum.
**Bquivaleait_ concentrations based on 24 mgd flow but not Included in permit.
***For river flow less than 2000 cfs, daily maximum limit is 35000 lb/d.
(1) Daily maximum BOD-5 at Pitfall 002 is 500 lb/d.
(2) Monthly grabs at 002.

-------
WA0000825: 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 ground wood-chemi-mechanical (CMP) pulp, with newsprint
production totalling 235 tpd. This facility is in the Pulp. Paper, and Paperboarri
Category and discharges an average of 3.5 MGD of treated process wastewater to the
Spokane River via Outfall 001. Wastewater treatment consists of screening, vacuum
filtration, activated Sludge, 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	Final Permit
Expiration Date: June 25, 1989	Abstract Date: May 22, 1989
EFFLUENT LIMITS (FINAL)
WA0000825: Inland Empire Paper Company
Pollutants
Outfall
Avo./frax. Limits* and Units
Monitoring
Flow
001
3.5/4.5 MGD
continuous
BCD 5

10.1 (1) /19.2 (2) lb/ton
5/w 24-hr comn
TSS

16.4 (3) /30.6 (4)
n n
dH

5.0 - 9.0
continuous
Temperature

monitor onlv
n
Production

«
l/d
















































(1) Not to exceed 2374 lb/day


(2) Not to exceed 4536 lb/day


(3) Not to exceed 3854 lb/day


14) Not to exceed 7191 lb/dav



-------
WA0000931: Kaiser Aluminum and Chemical Corporation, located in Taocma, Washington,
operates a primary aluminum smelter which produces aluminum metal from alumina (SIC
3334). The plant has three potlines using the horizontal stud soderberg process and
one potline using the center work prebake process; production is reported as 421,000
pounds per day. The facility is in the Nanferrous Metals Category (40 CFR 421,
Subpart B). Cooling water, boiler make-up, stormwater and wastewater from the spent
cathode digging area discharge at an average rate of 2.1 mgd from Outfall 001 to the
Hylebos Waterway, and treatment is by chemical oxidation. Effluent limits in the
permit are based on HPT/BAT effluent guidelines. Discharge limits for aluminum,
nickel, antimony, and benzo(a)pyrene are based on fifty percent of the plant
production used in the rod mill. There is no BMP Plan included in the permit, but a
solid waste control plan and a SFOC plan must be submitted for approval within six
months of the issue date of the permit. A treatment syBtem operating plan, submitted
within 180 days of the issuance of the permit, must include: (1) a baseline operating
condition describing procedures used to meet limitations at production levels used to
derive effluent limits; and (2) a plan describing operating procedures needed to
maintain design treatment efficiency when production levels are below baseline levels
used to establish discharge limitations. Annual bioassays using salmonid test fishes
must allow 100 percent survival in 65 percent concentration of treated effluent.
Effective Dates August 1, 1984	Final Permit
Expiration Date: August 1, 1989	Abstract Date: April 22, 1985
EFFLUENT LIMITS (FINAL)
WA0QQ0931: Kaiser Aluminum and Chemical Corporation
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring

:

:
Flew
: 001
report
:continuous
TSS
•
«
200/400 lb/d
:l/d 24 hr carp
Fluoride
:
100/200
2 ii ii
Oil and Grease
:
—/10 mg/1
: " grab
OH
:
6.0 - 9.0
:continuous
Pot repair and Pot soaking areas:

:
Benzo(a)pyrene
:
0.0/0.0 lb/d
:l/m 24 hr ccmp
Antimony
•
•
0.0/0.0
j It Ii
Nickel
:
0.0/0.0
2 n it
Aluminum
:
0.0/0.0
#	II H
•
Fluoride
:
0.0/0.0
:l/d
Cyanide
:
—/0.05 mg/1
: " grab
Rod casting and contact cooling areas:
:
Benzo(a)pyrene
:
—/0.0002 lb/d
:l/m 24 hr ccmp
Antimony
:
0.02/0.04
^ ii i*
Nickel
:
0.008/0.012 "
^ ii ti
Aluminum
:
0.06/0.13
j II H
Fluoride
•
•
0.44/0.77
, II «
•

•
•

:

:

:
*Tt> be monitored (including flow) at the source, before dilution.

-------
WA0001040: Boise Cascade Corporation manufactures newsprint (SIC 2621), at their
Steilacoom facility, using the thermo-mechanical pulping process. This plant is in
the Pulp, Paper, Paoerboard Category (40 CFR 430, Subpart M), produces 585 tpd,
and discharges into Puaet Sound. Outfall 001 consists of treated process and sanitary
wastewater, 002 is the filter plant backwash, and 003 is the clean water from the
clearwell, hill tank overflow, and potable overflow to Asylum Creek. Wastewater
treatment was not specified. Effluent limitations are based on a determination
that BQT is equivalent to SET. Semi-annual 96-hr acute toxicity tests are required,
using a salmonid in 65% effluent. Survival must be 80%. Testing must be conducted
for three consecutive months if the processes or effluent composition changes. The
mixing zone boundaries are defined as one foot below the surface, one foot above the
bottom, a lateral distance of 180 feet from the diffuser, and a longitudinal distance
of 200 feet. A SPOC Plan must be developed and maintained.
Effective Date: June 29, 1984	Final Permit
Expiration Date: June 29, 1989	Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0001040: Boise Cascade Corporation
Pollutants	Outfall	Ava./Max. Limits* and Units




Flow
001
monitor onlv
continuous
Tenperature

fl
1/d arab
Production

If
dailv average
BCD 5

6500/12.500 lb/d
5/w 24-hr comn
TSS

9900/18.500
» II
pH

6.0 - 9.0
continuous




TSS
002
20/30 ma/1
1/d 24-hr comp




SANITARY PLANT DISCHARGE PRIOR TO MIXING AT OUTFALL 001

BCD 5 and TSS

not to exceed 30 mo/1
5/w 24-hr conp
Residual Chlorine

0.5 mo/1 minimum
3/w orab
Fecal Col i form

200 1/100 ml minimum
1/m




































*Ava. Dailv/toax. Daily

-------
WA0001091: Georgia-Pacific Corp., located in Bellingham, Washington, is in the Pulp,
Paper, and Paperboard Category (40 CFR 430). Hie primary pulp arid paper mill products
are 620 tpd of sulfite pulp and 250 tpd of tissue paper (SIC 2631). By-products and
chemicals produced include ethyl alcohol, concentrated lignin products, sulfuric acid,
chlorine, and caustic soda. The permit regulates a flow of approximately 40 mgd from
Outfall 009: Mill process wastewaters receive primary clarification and secondary
biological treatment prior to discharge through the submerged outfall diffusar in
Bellingham Bay. Hie basis for BCT limitations is a BPJ determination that BPT equals
BCT for B0D5 and TSS. Mercury BAT limitations are based on a chlorine production rate
of 235 tpd, and unit limitations of 0.2 lbs mercury per 1000 tons chlorine as a daily
average and 0.46 Ibe mercury per 100 tens chlorine as a daily maximum. The discharge
is not to cause temperature increases outside of the facility's dilution zone
boundaries in excess of those allowed by applicable water quality standards (Chapters
173-201 VIAC). A wastewater treatment system operation plan, an updated solid waste
control plan, and a SPCC plan were required by 12/27/85. The facility is responsible
for maintaining an impervious asphalt covering over a mercury (0.17% concentration)
contaminated sludge deposit site. Discharge samples from Outfall 009 are required to
show a salmcnid survival rate of at least 80% in a 96-hour bioassay of 65% effluent
concentration. Testing is to be performed semi-annually. A BMP plan is not included
in the permit.
Effective Date: June 27, 1985	Final Permit
Expiration Date: June 27, 1990	Abstract Date: February 13, 1986
EFFLUENT LIMITS (FINAL)
WA0001091: Georgia-Pacific Corp.
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
: :

Flew
: 009
report

continuous
BOD-5
:
9800/18800 kg/d
(64/124 m/1**)
1/d 24 hr canp
TSS
t
15300/28500
(101/188 " **\
II It
Production(tpd),sulfite pulp
report

monthly avg
Production f tpd), chemi-mech. pulp
H

M
Mercury
:
0.023/0.05 kg/d

1/d 24 hr ccmp
Temperature
:
report

continuous
PH
t
5.0 - 9.0

It
: i

: :

: :

t :

: :

: :

: t

: :

: :

: :

t i

: t

~Composite sample refrigerated during collection.
~~Equivalent concentrations based on 40 mgd flow but not included in penult.

-------
WA0002062: The Puget Sound Naval Shipyard, in Bremerton, is engaged in shipbuilding
and ship repair (SIC 3731) placing this facility in the shipbuilding Repair
Category (40 CFR 470). Seven outfalls are regulated and are described as follows:
003 - 0.432 mgd of noncontact air compressor cooling water; 004 - 0.432 mgd of
seawater used for noncontact cooling water; 008 - 0.180 mgd of air compressor
noncontact cooling water; 012 - 0.254 mgd of air compressor noncontact cooling water;
018 - 3.80 mgd from Drydock #4 Wet Well, which collects drainage water from drydock
numbers one through five; 019 - 5.80 mgd from Drydock #6 Wet Well, which collects
drainage water from drydock number six; and 021 is the outfall for the proposed steam
treatment plant discharge. All outfalls empty into Sinclair Inlet. Wastewaters
generated from the various activities, are routed to the central treatment system,
consisting of gii/water separationr fX neutralization, chemical
coagulation/flocculation. gravity filtration and final eH adjustment. Solids are
thickened. dewatered and landfilled off-site. Effluent limitations for Outfall 021
are based on the effluent guidelines for the Steam Electric Power Generating Category
(40 CFR 423) and the limitations for the other outfalls are based on BP J. The
stormwater runoff from the new steam plant facility must be monitored from the
effective date of the permit through the first year of operation. The permittee must
determine the NOEC from quarterly 7-dav chronic toxicity tests, using Ceriodaphnia.
salmonids, and Selenastrum in 100% effluent from Outfall 021. If the results of one
year of testing indicate no toxicity, the testing frequency may be reduced to semi-
annually. A BMP Plan must be developed and implemented within six months of permit
issuance. A mixing zone has been designated and is defined as that area encompassed
within a radius of 150 feet from the end of the outfall and from the water surface to
the bottom.
Effective Date: September 12, 1986	Final Permit
Expiration Date: September 11, 1991	Abstract Date: May 25, 1989
EFFLUENT LIMITS (FINAL)
WA0002062: Puget Sound Naval Shipyard
Pollutants	Outfall Ayg./faxt limits and Units	Monitoring
Flow
003
: 0.432/— MGD
1/m estimate
Temperature
'-~/90 F
VI
grab
Flow
004
:0.432/-- MJD
n
estimate
Tenperature
/80 F
91
grab
Flow
008
: 0.180/— MGD
n
estimate
Temperature
s —/ 82 F
91
grab
Flow
012
: 0.254/— MGD
•t
estimate
Tenperature
1-/11 F
u

Flow
018
: 3.80/— Md>
fi
estimate
Oil and Grease
:10/15 ma/1
vt
grab
dH
:6.5 - 8.5
IV
n
Flow
019
:5.80/— MOD
VI
estimate
Oil and Grease
s10/15 na/1
n
grab
dH
:6.5 - 8.5
n
n
Flow
021
: 0.109/— MGD
continuous
Temperature
:70/90 F (winter)
1/d
grab

:75/90 F (summer)
VI
n
TSS
:30/100 na/1 (27.27/90.91 lb/d)
3/w 24-hr coran
Oil and Grease
:10/15 " (9.09/13.64 " )
1/d
grab
Total Residual Chlorine
:~/0.20 "
n
VI
Free Available Chlorine
sO.2/0.5 "
N
v«
Chromium (Total)
10.2/0.2 "
1/w
n
Zinc
si.0/1.0 "
VI
VI

•
> '


-------
WA0003000: Weyerhaeuser Corporation - Everett Kraft Mill# located in Everett,
Washington, produces bleached market pulp using a kraft pulping process (SIC 2611) in
the Pulp, Paper, and Paperboard Category (40 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
tidal flow, receiving treatment in an aerated stabilization lagoon. Three outfalls
are discharged without treatment to the Snohomish River: 002—stormwater runoff and
condensate (0.4 mgd); 004—fresh water filter plant backwash and river water bypass
(11 mgd); 005—surface water runoff (0.3 mgd). Information an other outfalls is not
given. Limitations are based on BAT and a BPJ determination of BCT (=BPT) effluent
guidelines for Subpart 6, Market Bleached Kraft Subcategory; limits are calculated
using an annual average production rate of 409 tpd of air dried market bleached pulp.
By 12/25/85, the facility was to submit a SPCC 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 salmanid test fishes
in 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	Final Permit
Expiration Date: June 25, 1990	Abstract Date: March 4, 1986
EFFLUENT LIMITS (FINAL)
WA0003000: Weyerhaeuser Corporation - Everett Kraft Mill
Pollutants	Outfall Avg./Max. Limits*and Units
Monitoring

:
•
•


Flew
001,004**:monitor only

continuous
TSS
:
s13400/24900
lb/d (54/100 mg/1****)
1/d 24 hr camp
BOD-5
: 001
: 6600/12600
" (42/80 " ****)
it tl
Temperature
:
:--/84 F

continuous
PH
:
:5.0 - 9.0***

tt

:
:


• •
• •

: :

• •
• •


:
:



:
•
•



:
:



:
:


:
:


~**It>tal discharge from 001 and filter plant backwash fran 004.
~~~Excursions for pH limits under continuous monitoring are not allcxred (i.e.,
40 CFR 401.17 does not apply).	
~~~~Equivalent concentrations based on 30 mod (TSS) and 19 mad (BOD-51 flows but
but not Included in permit.	

-------
WA0021954: The Department of 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 secondary clarifiers. trickling
filters# and chlorination. Solids are anaerobicallv digested and landfilled. The
average monthly flow, which empties into Puaet Sound, is 4.1 mgd, however the design
capacity is 7.6 mgd. Outfall 002 discharges effluent from the DuPont Stormwater
Treatment facility, which consists of dissolved air flotation and ail skimming to
Mack ay Marsh. Outfalls 003, 004, and 005 discharge stormwater runoff to Hammers
Marsh. Oily the discharge from 003 receives treatment foil 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 standards. Semi-
annual static chronic toxicity tests are required with six dilutions ranging from a
control to the highest concentration that produces no adverse salinity effects. The
tests must use one of three species of echinoderms and one of two species of bivalve.
Those test organisms showing no adverse response may be dropped from the testing
regimen. A NOBC should be determined for those exhibiting an adverse effect. Should
the results indicate acute or chronic toxicity, a Toxicity Reduction Evaluation may be
required.
Effective Date: January 28, 1987	Final Permit
Expiration Date: January 27, 1992	Abstract Date: May 25, 1989
EFFLUENT LIMITS (FINAL)
WA0021954: Dept. of Defense - Fort Lewis
Pollutants
ftitfall
Ava./Max. Limits* and Units
Monitoring
Flow
m.
7.6/- MGD
BCD 5
	kg/d (**30/45	m/j)
continuous
1/d 24-hr cgjp
TSS
Fecal Coliform

200/4QQ	t/ioo ml
(**30/45

arah
ES-
6.0 - 8.5
Residual Chlorine
monitor only
Copper (Total)
l/<3
Nickel
Chromium
FlOW
002.003.004.005
1/m estimated
Oil and grease
iQ/15	ros/1
21m	arab
dL
6.0 - 8.5
1/w visual
*Avg. Monthlv/Ava. Weekly for Outfall 001? Ava. Dailv/Max. Daily for QQ2, Q03. QQ4
and QQ5t	—		
**Monthlv average BCD5 and TSS concentrations shall not exceed 30 ma/1 or 15% of the
influent concentrations, whichever is more stringent.	

-------
WA0025721: The Dawn Mining Company proposes to pump out 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
drainage), 002 (central drainage), and 003 (east drainage). The treatment system is
labeled 004 and this flows into the west drainage prior to its convergence with Blue
Creek. Effluent limitations are based on effluent limitations for the Mining and
Dressing Category (40 CFR 440, Subpart C) and water quality criteria. Oiarterly 96-hr
acute toxicity tests must yield 80% survival of salmonids in 100% effluent. Also,
quarterly 7-daY Chronic toxicity issia, using Ceriodaphnia in treatments ranging from
a control to 100% effluent, must be performed to determine the NOEE.
Effective Date: October 30, 1986	Final Permit
Expiration Date: October 29, 1991	Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0025721: Dawn Mining Company
Pollutants	Outfall Avo./Max. Limits* and Units	MWlitQCinq
Flow
001.002.003.004 monitor only

**
CCD
• a
100/200 rog/1

1/m 24-hr comD
TSS
•
20/30
ft
ft
Ra 226 (Dissolved)
•
3.0/10.0 pCi/1
It
n
Ra 226 (Total)
•
10.0/30.0
It
n
Uranium "
•
2.0/4.0 ma/1
ft
tt
Zinc "
»
0.5/1.0
It
tt
Manganese "
•
3.0/10.0 "
tt
it
Aluminum (Total Recoverable)
monitor onlv
l/<3
n
Sodium (Total)
•
ft
ft
tt
Sulfate
•
ft
ft
tt
Nitrate
*
ft
It
it
Hsrrlnpss
•
ft
It
it
dH
•
6.0 - 9.0
rrmtinuous **
Temperature
•
monitor onlv
sl/m
grab
Conductivity
•
ft
continuous **
•
1-HR AVG
4-DAY AVG

Cooper (Total Recoverable)
0.096 mg/1
1/m
qrab
•
0.055 ma/1
It
96-hr comD
radminm (Total Recoverable)
0.030 ma/1
II
grab
•
0.005 ma/1
ft
96-hr comD
•


*Ayg. Daily/Max. Daily	—			-—
~~Measurements for Outfall 004 shall be continuous during discharge. Measurements IOC
Outfalls 001. 002. and 003 shall be weekly and sampled instantaneously. 	...	

-------
WA0030899: Marine Power and Equipment Co.. Inc.. in Seattle, is a shipbuilding,
repair, and conversion facility (SIC 3731) in the Shipbuilding ansl Repair Category (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, syncrolift 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 River; 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 direct
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 reopener clause.
Effective Date: August 12, 1987	Final Permit
Expiration Date: August 10, 1992	Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
WA0030899: Marine Power and Equipment Co., Inc. (Page 1 of 2)
Pollutants	Outfall Avg./tiax. Limits and Units	Monitoring

Flow
•
001
: 36.000/381.000 cubic ft/dock raising:l/m estimate
Turbiditv
•
•

•.—/10 NTU (1)
: " coitid
Oil and Grease
•
•

:10/15 ma/1
, n n
•
SttCROLIFT
Flow
•
•
002
:416.000/665.600 cubic ft/dock raisina:l/m estimate
T\irbiditv
•

t— /10 NTU (1)
: " arab
Oil and Grease
•
*

*10/15 ma/1
, n n
*
BALLAST WATER
Oil and Grease	
•

•10/15 ma/1
:each use/arab
BILGE WATER
Oil and Grease
•

! 10/15 ma/;L
teach use/grah
Turbiditv
•
•

«— /10 NTU m
.ft «l It
dH
•
»

s6.0 - 9.0
a 19 VI It
fryN-rnwrarr (doling water
Temnerature
•
•

/21 C (2)
sl/m arab

•
•

t
•

•

•
•
•

•
•

•
•
•
t-n in tmi above harkaround. unless baekaround is above 50 MIU: at this
doint. the allowable increase is 20 percent.
•
12)When ambient water temperature
! exceeds 21 dearees Celsius.
under natural conditions
no fcenperature increase will be allowed which will raise the receiving water
—teiroecatuce mote than 0.3 C.

-------
EFFLUENT LIMITS (FINAL)
WA0030899: Marine Power and Equipment Co., Inc.
(Page 2 of 2)


Pollutants
«
CXjtfall
•
Avg./Max.
Limits and Units
•
a
Monitorina
HIGH PRESSURE WASH WATER
Copper (Total)
•
1.5/2.4 ma/1
(3)
each use/arab
Zinc "
•
2.8/3.3
(3)
n
n n
Nickel "
i
2.0/3.2
(3)
it
it n
Lead "
iO.76/1.2 "
(3)
vt
n n
STORMWATER DRAINS
Flow
003
4/24 GPM
l/m estimate
Oil and Grease

10/15 ma/1
It
arab
TSS

—/45
II
It
dH

6.0 - 9.0
it
It
Temperature

—/21 C
(2)
•t
It
Flow
004
2/9 GPM
l/m estimate
Oil and Grease

10/15 ma/1
n
arab
TSS

—/45
it
II
oH

6.0 - 9.0
it
n
Temperature

—/21 C
(2)
n
it
Flow
005
4/1000 GPM
it
estimate
Oil and Grease

10/15 ma/1
n
arab
TSS

—/45
n
It
pH

6.0 - 9.0
it
II
Temperature

—/21 C
(2)
n
It
Flow
006
10/1000 GPM
n
estimate
Oil and Grease

10/15 ma/1
n
arab
TSS

—/45
n
II
pH

6.0 - 9.0
n
It
Temperature

—/21 C
12)
n
II
Flow
007
7/2000 GPM
l/m estimate
Oil and Grease

10/15 ma/1
It
arab
TSS

—/45
n
It
dH

6.0 - 9.0
n
II
Temperature

—/21 C
(2)
it
It
Flow
008
42/2000 GPM
l/m estimate
Oil and Grease

10/15 ma/1
II
arab
TSS

—/45
n
n
pH

6.0 - 9.0
n
n
Temperature

—/21 C
12)
n
tt
Flow
009
14/1000 GPM
n
estimate
Oil and Grease

10/15 ma/1
19
arab
TSS

—/45 "
It
N
pH

6.0 - 9.0
It
II
Temperature

—/21 C
(2)
It
II
Flow
010
9/47 GPM
II
estimate
Oil and Grease

10/15 ma/1
It
grab
TSS

—/45
n
II
oH

6.0 - 9.0
n
n
Temperature

~/21 C
12)
n
tt




(1)Limited	to 10 NTU above background, unless background is above 50 NTU: at this—,—
—point, the allowable increase is 20 percent.		 ;		
(2)When	ambient water temperature exceeds 21 degrees Celsius under qafriral conditions
no temperature increase will be allowed which will raise the receiving water	
	temperature more than 0-3 C.	_	
(3)Each	vessel mist be sampled, unless the paint system has heen documented to be a	
—nonsignificant metal source. Nonsignificant means the highest concentration Shall
—be no more than half the allowable average effluent limit.			

-------
WA0037265: Occidental Chemical Corporation of Tkcoma, Washington, is in the
Inorganic Chemicals Manufacturing Category (40 CFR 415). The facility is 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
hydroxide, sodium hypochlorite, calcium chloride, muriatic acid, and ammonia. A singl
discharge from Outfall 002, the only outfall addressed in the permit, to the Hylebos
Waterway includes process, cooling, and storm waters for a maximum flow of 24.5 mgd.
Chlorine and caustic soda are produced by the electrolysis of brine in the type of eel
mentioned above. Die cell room wastewaters containing metal pollutants are recycled t
a salt pile and then through a brine purification system to the cells again in a close
loop. Chlorine waters are treated with steam stripping or, if necessary, the addition
of SO2. Lead contaminated asbestos designated as dangerous waste is drummed for shipm
to a secure landfill. Brine muds are sent to a city landfill; if, however, they fall
under state regulations for 10% salt, they are sent to a secure landfill. Limitations
for copper, lead, nickel, and TRC are based on BAT effluent guidelines [40 CFR
415.63(b)] using a production rate of 495 kkg of chlorine per day. Limits for pH and
TSS, using the same production rate, are based on BCT (=BPT,40 CFR 415.62(b)) as
determined by BP J; BCT guidelines have not yet been promulgated. The ammonia
limitations are also BPJ, though based an BAT guidelines for the Fertilizer
Manufacturing Category (40 CFR 418.23) using a production rate of 73 kkg of ammonia
per day. Hie flow limit is based on a 10-year storm event, and a pH excursion is
based on water guality criteria as determined by the WDOE. A bioassay is to be added
when the WDOE provides saltwater bioassay monitoring techniques. A temperature survey
was to be conducted during the summer of 1985 ("worst case" conditions) for
verification that the temperature limit will not violate water quality standards. A
single priority pollutant scan to include air scrubber water at the calcium chloride
facility and process water at the muriatic acid facility is required. The permit is
subject to reopening after promulgation of applicable BCT guidelines, and a SPCC plan
was to be submitted by 5/1/85.
Effective Date: March 1, 1985	Final Permit
Expiration Date: March 1, 1990	Abstract Date: March 25, 1986
EFFLUENT LIMITS (FINAL)
WAQ037265: Occidental Chemical Corporation
Pollutants	Outfall Aver. /Max. Limits *and Units	Monitoring
: : :
Flow
: 002
:24,500,000 gallons

1/d estimate
Temperature
>
:—/94 F


continuous
TSS (net)
•
•
:158/317 kg/d
a.7/3.4
mg/1**)
1/m 24 hr oomo
Copper, Total ( " )
:
:2.42/5.94 "
(0.026/0.064
•• **)
H tl
Lead, " ( " )
:
tl.19/2.92 -
(0.013/0.03
» **)
tl II
Nickel, " ( " )
:
:1.83/4.80 "
10.02/0.05
» **)
II II
Total Residual Chlorine (net)
*3.91/6.44 "
(0.04/0.07
» **)
4/d grab
Ammonia (as N)
:
:5.68/8.18 "
(0.06/0.09

1/m 24 hr coud
PH
:
:6.0 - 9.0


continuous
: : :
: : :
i * :
: : :
~Daily Average/Daily Maximum
~~Equivalent concentrations based an 24.5 mgd flow but not included in permit.

-------
WI0001309: The Kohler Company, which is located in Kohler, manufactures cast iron and
vitreous china bathware, brass plumbing fixtures, and internal combustion engines (SIC
3261, 3431, 3432, 3519). This facility is in the {Je£al Molding and Casting Category
(40 CFR 464), the Porcelain Enameling Category (40 CFR 466) and the ffetfll finishing
Category (40 CFR 433). An average of 1.4 mgd of process wastewater, noncontact
cooling water, and stormwater runoff is routed through two settling lagoons prior to
being discharged to the Sheboygan River via Outfall 001. There are seven internal
monitoring 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 wastewater and
air scrubber-dust control wastes; 301 (A and B) discharges 170,000 gpd from the
pottery process; 401 consists of 600 gpd of porcelain enameling wastewater and
groundcoat washwater; 501 is 110,000 gpd of enamel smelting frit quench water; 601
consists of 6000 gpd from the die cast building wastewater; and 701 discharges 5000
gpd of engine building process wastewater. Effluent limitations for Outfall 001 are
based on State water quality standards and BPJ. Limitations for the internal
monitoring points are based on the following categorical effluent guidelines and BPJ:
101, 601, and 701 - Metal Finishing; 201 - Metal Molding and Casting; 401 - Porcelain
Ehameling; 301 and 501 - BPJ. Two abbreviated chronic toxicity tests are required
within eight months of permit issuance and once every four months, thereafter. The
tests must use fathead minnows and Ceriodaphnia in treatments consisting of a control,
the IWC (57.8%), 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 be required should the effluent prove to be toxic.
Effective Date: To Be Issued	Draft Permit
Expiration Date: December 31, 1992	Abstract Date: April 27, 1989
EFFLUENT LIMITS (FINAL)
WI0001309: Kohler Conpany (Page 1 of 3)
Pollutants	Outfall Avo./Max. Limits and Units	Monitoring




Flow
001
>
rH
6
u
o
4J
•H
c
Total Daily
Antimony (Totall

444/1300 ua/1
1/m
grab
Beryllium "

1.3/— «
n
n
Cadmium "

6.4/22.0 ¦
ft
n
Coooer "

71.8/84.0 "
ft
n
Lead "

27.7/—
N
n
Silver "

2.0/19.6
n
n
CvanWe fAmenahlia to rhlorination 110.0/44.0 "
n
n
5
4J
£

-------
EFFLUENT LIMITS (FINAL)
WI0001309: Kohler Company (Page 2 of 3)
Pollutants	Qiifall Aygt^laxt Limits SUV? Units	Monitoring
Lead (Total)
101
0.43/0.69 ma/1
3/w 24-hr comn
Nickel "

2.38/3.98
«r
If N
Silver "

0.24/0.43
n
1/m "
Zinc

1.48/2.61
n
3/w "
Cvanide "

0.65/1.20
n
1/m
Total Toxic Oraanics

—/2.13
n
arah
Oil and Grease

26/52
n
3/w
TSS

31/60
n
" 24-hr conp
pH

6.0 - 10.5
1/d continuous
Flow
201A
monitor onlv
Total Dailv
Copper (Total)

0.016/0.029
ka/d
1/w 24-hr coup
Lead "

0.026/0.053
ft
ft ft
Zinc "

0.037/0.98
ft
ft ft
Total Phenols

0.03/0.086
ft
1/m
Oil and Grease

0.99/2.99
ft
1/w arab
TSS

1.5/3.81
n
" 24-hr corrp
oH

7.0 - 10.0
1/d continuous
Flow
20LB
monitor onlv
Total Dailv
Copper (Total)

0.0086/0.016
ka/d
1/w 24-hr comp
Lead

0.015/0.029
ft
ft ft
Zinc "

0.02/0.054
n
VI M
Total Phenols

0.016/0.048
N
1/m
Oil and Grease

0.54/1.68
ft
1/w arab
TSS

0.82/2.09
ft
" 24-hr conp
dH

7.0 - 10.0
1/d continuous
Flow
201C
monitor onlv
Total Dailv
Coooer (Total)

0.005/0.009
ka/d
1/w 24-hr coirp
Lead "

0.012/0.024
ft
ft ft
Zinc "

0.017/0.045
ft
ft fl
Total Phenols

0.009/0.027
ft
1/m
Oil and Grffas®

0.31/0.92
ft
1/w arab
TSS

0.46/1.16
ft
" 24-hr conp
pH

7.0 - 10.0
1/d continuous
Flow *
>* 301B
monitor only
Total Dailv
Chromium ffVital)

0.12/0.42 ma/1
1/w 24-hr coirp
Lead "

0.12/0.15
ft
ft fl
Nickel "

0.75/1.41
ft
n n
Zinc "

0.41/1.33
ft
n it
Aluminum "

1.8/4.55
ft
ft n
Iron "

0.51/1.23
If
n n
TSS

monitor onlv
n it
r»H

7.5 - 10

Flow
401
monitor onlv
Total Dailv
Chromium (Total)

0.0027/0.0065
ka/d
2/w 24-hr conp
I .pad "

0.0019/0.0023
R
fl II
•


* ' ¦
**Outfall 3Q1A mist be monitored for the same parameters and at the same frequency as
Oitfall 301B. however no limitations have been placed on 301A.		

-------
EFFLUENT LIMITS (FINAL)
WI0001309: Kohler Company (Page 3 of 3)
Pollutants	Ql&all Ava./Max. Limits and Units	N
-------
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 Super ior Bay. Wastewaters
are treated in two settling ponds, and neutralized with caustic soda prior to
discharge via CXatfall 002. The effluent limitations for BCD are based on the proposed
EES 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 toxicity 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 Instream Waste
Concentration. Upon completion, the chronic tests will use a control, the IWC, and be
conducted quarterly. At least two species must be used for each test. The permittee
is required to perform a Toxicity Reduction Evaluation.
Effective Date: September 9, 1988	Final Permit
Expiration Date: June 30, 1993	Abstract Date: April 27, 1989
EFFLUENT LIMITS (FINAL)
WI0002798: Superior Fiber Products, Inc.
Pollutants	Outfall Avg./HaXt Limits and Vnits	Monitoriny
Flow
002
monitor onlv
1/d continuous
BCD5

1359/2603 ka/d
" 24-hr conp
TSS

340/680
91 II
Temperature

—/32 C
" 
-------
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. ao£ 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 treated 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 groundwater; 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 Mohawk sin). 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, BCD5, 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 mg/1 (T ¦ 40.1-
45.0; pH = 8.51-9.0). BCD5 limits are dependent on river flow and temperature between
May 1 and October 31, and range from 1500 lb/d (T > 80 F; flow < 800 cfs) to
18,152 lb/d (T < 50 F; flow < 800 cfs; or T > 80 F; flow 2 2801 cfs). The permittee
may discharge BCD5 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
chronic toxicity tests, 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. Otarterly acute toxicity tests, using Ceriodaphnia. Daphnifl magna or TL euIsx,
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 monitoring program is included in the permit.
Effective Date; Septeirber 16, 1988	Fined Permit
Expiration Date: June 30, 1993	Abstract Date: April 24, 1989
EFFLUENT LIMITS (FINAL)
WI0002810: Nekoosa Packaging Corporation (Page 1 of 2)
Pollutants	Outfall Avo./Max. Limits and Units	Monitoring




Flow
001 *
monitor onlv
continuous
BCD 5

10.579/21.158 lb/d
?/h renresent.
TSS

13.376/26.752 "
n "
dH

6.0 - 9.0
" arab
Flow
003
monitor onlv
continuous
BCD 5

10.579/21.158 lb/d
" 24-hr coitid
TSS

13.376/26.752 "
fl w
dH

6.0 - 9.0
" continuous
Temperature

monitor onlv
n n
Ammonia (Until 12/31/90)

n
l/m 24-hr com
(As of 01/01/91)

Dailv may. determined from matrix
II «
Copper (Total)

n
It «
Cadmium "

n
It I
Lead "

" (Effective until 12/31/90)
ft It


-/13.14 ua?l fAs of 0l/01/91)
n «
~Discharge is limited to short-term situations caused bv unavoidable mechanical
breakdowns.	.					

-------
EFFLUENT LIMITS (FINAL)
WI0002810: Nekoosa Packaging Corporation (Page 2 of 2)
PQllUtantS	CXitfall	Ava./Max. Limits and Units
Monitoring
Zinc (Total)

monitor onlv
1/m 24-hr coup
4.6-Din i tr o-o-cresol

II
ft vi
P-chloro-m-cresol

" (Effective until 12/31/90)
n vi
(As of 01/01/91)

No detection at 10 ua/1
vi n
Hardness (Total)

monitor onlv
VI VI
Effluent Toxicitv

n
see narrative
Total Kieldahl Nitroaen

" (monitor Mav - October)
1/m 24-hr conm
Nitrate + Nitrite

vt { w n vv j
II tl
Total Phosphorus

n i n n n ^
n n
dH
:6.0 - 9.0
vt ft
Flow
Influent** monitor only
Total Dailv
TSS

74/367 ka/d (30/100 ma/1)
1/d 24-hr conp
Total Copper ***

4/4 " (1.0/1.0 " )
vi n
Total Iron ***

4/4 " (1.0/1.0 " )
vi n
Oil and Grease

37/73 " (15/20 " )
" arab
dH

6.0 - 9.0
vt n
Flow
004
monitor only
Total Dailv
Temoerature

—/140 F
1/d continuous
Flow (Hydraulic Seepaae)
005
monitor onlv
1/m estimated
Flow
009
VI
1/a
Dissolved BCD5

n
" arab
Dissolved CCD

n
vv ti
Dissolved Oraanic Nitroaen
n
vt ti
Dissolved Ammonia :
n
vv n
Dissolved Nitrate + Nitrite
n
n vi
Dissolved Sodium :
ft
n n
Dissolved Alkalinity :
n
Vt VI
Total Dissolved Solids :
n
n vt
Specific Conductivity :
n
vt vt
dH :
n
vt n
REQUIREMENTS FOR GROUNDWATER MONITORING WELTS
Depth to Groundwater

monitor only
1/m arab
Groundwater Elevation

VI
Vt VI
Dissolved BCD5

(1)
Vt VI
Dissolved CCD

VI
n n
Dissolved Oraanic Nitroaen
Vf
ft n
Dissolved Ammonia :
VI
n n
Dissolved Nitrate + Nitrite
2.0 ma/1 (Preventive Action Limit)
VI It
Dissolved Sodium

(1)
VI vt
Dissolved Alkalinitv

ft
vt n
Total Dissolved Solids

250.0 ma/1 (Preventive Action Limit)
It VI
Specific Conductivity

(1)
ti n
dH

vv
vt n
Color

7.5 color units (PAL)
n vt
























to the wastewater treatment system.
(1) Limits will be calculated after the State evaluates existing data.

-------
WI0003620s Nekoosa Papers. Inc. operates a wastewater treatment facility that treats
effluent from both the Nekoosa and 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. £0& Paperboard Category (40 CFR 430) and manufacture writing grade papers. The
company has nine outfalls, eight of which discharge to the Wisconsin Eiygt, 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 laqPOHS where nutrients are
added, an activated filudafi SX££SID, three secondary fflarifieCS* a ifiam B2Q&
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 BCD5 are temperature
and river dependent and are also listed in a table. Qiarterly abbreviated chronic
toxicity tests are required for two years and annually beginning one year prior to
expiration. The tests must use fathead minnows and Ceriodaohnia 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 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 be required should the
effluent prove to be toxic.
Effective Date: Septentoer 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	Qjtfall Avo./toax. Limits and Units	Monitorinq
Flow 001.002.007.008.009 monitor onlv
•AM rontinuous
BCD 5

7172/13.808 ka/A
• " 24-hr como
TSS

12.232/22.764 "
# 91 It
Tenperature

monitor onlv
• " rontinuous
pH

5.0 - 9.0
# « n
Total Kieldahl Nitroaen

monitor onlv
:l/m 24-hr comD
Nitrite and Nitrate

It
f h n
Total Phosphorus

fl



9


•

-------
WI0003620: Nekoosa Papers. Inc. operates a wastewater treatment facility that treats
effluent from both the Nekoosa and 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. an& 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 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 systam, 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 aualitv-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 BCD5 are temperature
and river dependent and are also listed in a table. Quarterly abbreviated chronic
toxicity tests are required for two years and annually beginning one year prior to
expiration. The tests must use fathead minnows and Ceriodaohnia 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 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 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 2 of 2)
Pollutants	OifcfaLl Avg./Max. Limits and Units	Monitoring
Ammonia 001.002.007.008.009
•
fUnHl 12/31/90):
smonitor onlv
:l/m 24-hr coup
(As of 01/01/91):
:Listed in table (paae 7 of permit)
. n «i
Thallium (Until 12/31/90)
:monitor onlv
, n it
•
(As of 01/01/91):
:36.3/141 ua/1
. w n
2.3.7.8-TCDD :
imonitor onlv
tl/a
2.3.7.8-1CDF :
"
.It It
Flow : 004
!monitor onlv
:l/d continuous^
Tfemoerature :
:—/49 C
m n n
TSS !
:—/30 ma/1
:l/w arab
pH :
:6.0 - 9.0
# II II
•
•
•

-------
WI0037991: Consolidated Papers Inc.. in Wisconsin Rapids, operates the Water fraality
Center (WQC) which is a biological wastewater treatment facility that treats pulp and
paper mill process wastewater from the Biron, Kraft, and Wisconsin Rapids Divisions.
These three facilities, which fall under the Pulp. Paper. Paperboard Category (40
CFR 430), manufacture pulp, enamel, printing papers, and paperboard (SIC 2611, 2621,
2631) from waste paper. Wastewater from the Pfizer, Inc. Precipitated Calcium
Carbonate Plant is also treated. Outfall 001 is the main discharge from the WQC and
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 noncontact cooling
water from the Kraft division. Outfalls 011, 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, extend
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# wastgl
-------
EFFLUENT LIMITS (FINAL)
WI0037991: Consolidated Papers, Inc. (Page 2 of 2)
Pollutants	Qitfall	Ava./Max. Limits and Uhits	Monitoring




Flow
010
monitor onlv
1/d estimate
Termer ature

—/48.9 C
" arab
dH

6.0 - 9.0
ft ft
Flow 011.012.013
monitor onlv
" continuous
Temperature

»/48.9 C
ft ft
dH

monitor onlv
" arab
Flow
014
n
* Total Daily
BCD5

—/ll. 340 ka/d
* comD
TSS

monitor onlv
* »
Flow
015
It
1/d continuous
Temperature

—/40.6 C
" arab
dH

6.0 - 9.0
ft ft
Flow
016
monitor onlv
* Total Daily
BCD 5

—/10.200 ka/d
* comD
TSS

monitor onlv
* »
Flow
017
ft
1/w estimated
Temperature

—/35 C
" arab
dH

monitor onlv
n n
Flow
018
ft
1/d continuous
Temoerature

—/48.9 C
" arab
pH

6.0 - 9.0
ft ft
















































~Monitoring 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 steam 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
allowed only when the storm event exceeds a 10-yr, 24-hr storm event. The flow from
Outfall 001 originates from four internal outfalls: 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.
CXitfalls 301, 401, and 501 are treated separately in the neutralization-precipitation-
sedimentation facility, which consists of solids-contact clarifiers and a dual mslia
filter with vacuum filters for sludge handling. Effluent limitations are based on the
categorical BPT/BAT effluent guidelines.
Effective Date: To be issued	Final Permit
Expiration Date: March 31, 1993	Abstract Date: April 21, 1989
EFFLUENT LIMITS (FINAL)
WI0043583: Wisconsin Electric Power Company - Pleasant Prairie Plant
Pollutants	Qjtfaii Avg./toax, kiinits and Units	Monitoring
Flow
101
monitor only
1/d continuous
Temperature

n
fl tt
Intake Temperature

n
If II
Free Available Chlorine *
0.2/0.5 ma/1
1/w grab
pH

6.0 - 9.0
n ft
Chromium **

0.2/0.2 ma/1
" 24-hr comD
Zinc

1.0/1.0
n H
Copper

monitor only
M ft
Hardness

n
it n
Other Prioritv Pollutants
No Detectable Amounts when used "
Flow
301
monitor onlv
Total Dailv
TSS

74/367 ko/d (30/100 ira/1)	
1/w 24-hr corns
Oil and Grease
*37/73 " <15/20 " )
grab
PH

6.0 - 9.0
n n
Flow
401
monitor onlv
Tnt-sl Dailv
TSS

—/183 kg/d (—/50 nc/1)
1/w 24-hr cone
Oil and Grease

—/55 " (~/7C) " )
" grab
pH

6.0 - 9.0
VI vi
Flow
501
monitor onlv
Total Dailv
TSS

74/367 ko/d (30/100 ma/1)
1 /A 24-hr coiro
Total CoDoer ***

4/4 " (1.0/1.0 " )
It VI
Total Iron ***

4/4 " (1.0/1.0 " >
vv n
Oil and Grease

37/73 " <15/20 " )
" grab
PH

6.0 - 9.0
va n
*Not to be discharged more than two hours per dav.					—
**If there is no addition of cooling tower maintenance chemicals containing chromium
in other than trace amounts, monitoring will not be required, however, effluent	
	limitations will remain in effect.				
***Monitoring only required when metal cleaning wastes are being treated and	
discharged.		

-------
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 pressure
filtration. The combined plant discharge is via CXitfall 003, however, the limitations
and monitoring requirements apply to the separate internal monitoring points
designated as Outfall 103 for the treated process wastewater and CXitfall 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;
pH < 7). Acute toxicity tests are to be performed on a combined sample from Outfalls
103 and 203, using a control and 100% effluent. Two tests must be performed within
180 days of commencing discharge to Halfway Creek, and three species must be used. If
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 may 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 Reduction
Evaluation may be required.
Effective Date: June 30, 1988	Final Permit
Expiration Date: December 31, 1992	Abstract Date: April 25, 1989
EFFLUENT LIMITS (FINAL)
WI0054500: Metallics, Inc. (Page 1 of 2)


Pollutants
Outfall
»
Avg.Max. Limits and Units
» «
Monitoring
Flow 	
003
monitor onlv
Total Daily
LTMTTS EFFECTIVE UNTIL AUGUST 31.
1989


Flow
103
monitor onlv
Total Daily
Temperature

«l
1/d
arab
pH

6.0 - 9.0
1/d continuous
TSS

31.0/60.0 ma/1
*
24-hr camp
Antimonv (Total)

monitor only
l/m
n
Beryllium "

n
ll
n
Ca3mium

—/46.9 ua/1
1/Y
IV
Chromium (Total)

1.71/2.77 ma/1
2/y
n
Hexavalent Chromium

monitor onlv
1/m
vv
Conner (Total}

VI
*
n
T 9

329.0/690.0 uo/1
2/y
n
Nickel "

2.38/3.98 ma/1
n
n
Silver "

monitor onlv
l/m
n
Zinc "
i—/948.0 uo/1
1/y
n
Cyanide "

monitor onlv
l/m
grab
Oil and Rrpasp

26.0/52.0 ma/1
2/y
19
Fluor ide

monitor onlv
l/m 24rJ3r_ffgnp
Ammonia

n
*
n
Tnfal Hardness

400.0 ma/1 minimum
*
VI
TtmHa Oraanics
t
—/2.13 ma/1
1/y
grab

»


~Monitoring to be performed every other production dav.

-------
EFFLUENT LIMITS (FINAL)
WI0054500: Metallics, Inc. (Page 2 of 2)
Pollutants	Ontfflll Ava./Max. Limits and Units
Monitoring
uxi'ixio ciru-iivii no ur be
Flow
103
.. 170J
monitor onlv
Total Dailv
Temperature

If
1/d arab
dH

6.0 - 9.0
1/d continuous
TSS

31.0/60.0 ma/1
* 24-hr coitlP
Antimony (Total)

—/1.625 ma/1

Beryllium "

13.7/291 ua/1
7/m
Cadmium

—/46.9 ua/1
1/y "
Chromium (Total)

1.71/2.77 ma/1
2/v
Hexavalent Chromium

—/40.0 ua/1
1/m "
Copper (Total)

—/164.0 "
* "
Lead

329.0/690.0 ua/1
2/v
Nickel "

2.38/3.98 ma/1
n it
Silver

17.5/55.0 ua/1
2/m
Zinc "

—/948.0 ua/1
1/v
Cyanide "

12.4/55.0 "
2/m arab
Oil and Grease

26.0/52.0 ma/1
2/y
Fluoride

—/10.0
~ 24-hr como
Ammonia (May - Oct.)

21.9/**
* "
(Nov. - April)

101.0/"
* "
Total Hardness

400.0 ma/1 minimum
* "
Total Toxic Oraanics

—/2.13 ma/1
1/y arab
Flow
203
monitor onlv
Total Daily—
RECEIVING WATER MONITORII
Copper (Total)
*3 RECUIR]
monitor onlv 2/v not specified
Nickel "

it n it
Lead "

n » «
Chromium "

W n it
Cadmium "

it ii tt
SEDIMENT MONITORING REQUIREMENTS
Copper (Total)

monitor onlv 1/v not specified
Nickel

n n n
Lea3

n n it
Chromium "

n n it
Cadmium "

n n it
Aluminum "

n n n
Particle Size

• n it


•



B



•



•
•



•



" 		

~Monitoring to be performed every other production dav.
~~Daily maximum limits shall be determined from matrix contained in permit and
mentioned above>			—

-------
WV0000116: Guyan Machinery Company, is located in Logan, West Virginia, and is
engaged in the manufacture and repair of mining equipment and supplies (SIC 3441,
3535). A guidelines category is not available for this industry. Hie plant has two
discharges to the Guyandotte River, each with daily maximum flows of 1.5 gpm. Outfall
001 includes noncantact cooling water and process wastewater from a high pressure
cleaning area. Outfall 002 consists of noncantact cooling water. Wastewaters are
routed to a sump where settling occurs before entering an oil/water separator followed
by discharge. Noncantact cooling water enters the river without treatment, The
permit limitations are based on water quality starv^-nrta (Chapter 1, Section 3 of
Administrative 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: July 27, 1984	Final Permit
Expiration Date: July 26, 1989	Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
WV0000116: Guyan Machinery Ccrpany
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring


Flew : 001 :—/0.0015 mqd
1/m measure
TSS • :—/15 ma/1
" qrab
Oil and Grease i :—/60 "
tl M
Detergent : :monitor
ft If
1,1,1-Trichloroethane : : nan-detectable
It It
Toluene : : non-detectable
II II
pH : :6.0-9.0
II II
: :

Flow : 002 :monitor only
1/y measure
Temperature : :—/87 F
" i.s.*
: :

: t

: :

: :

: :

: :

: :

: :

i i

: :

: :



: :

: : :
*i.s.=immarsion stabilization.

-------
WV0000779: Kaiser Aluminum and Chemicals Corp. located in Ravenswood, West Virginia,
produces aluminum from ore and forms aluminum sheet and plate (SIC 3334, 3353) in the
Aluminum Forming Category (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 nonoantact cooling water, process
wastewater, and stormwater runoff, although the bases for the limitations are BAT
guidelines found in Subparts A, Polling 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 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, Nanferrous
Metals Manufacturing Category as per BPJ (104), and water quality standards using a
WV Wasteload Allocation Process (204). Outfalls 003 and 005 are unoontaminated
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 bioroonl taring shall be conducted at 004 by determining the static 96 hour
median DC50. If the LC50 is greater than 80%, the biomonitoring frequency may be
changed to once per year.
Effective Date: February 11, 1985	Final Permit
Expiration Date: February 10, 1990	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
WV0000779: Kaiser Aluminum and Chemicals Corp. (Page 1 of 2)
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
: :

TSS
: 001
:34/54
lb/d
2/m 24 hr ccmp
Oil and Grease
:
:—/13
n
»
* grab
Cyanide***
t
I—/0.19
M
" 24 hr ccmp
TSS
: 002
:97.2/257.9
•i
ii ii
Oil and Grease
:
*59.8/125.8
«i
grab
Chromium***
:
:0.7/2.3
m
" 24 hr ccmp
Cyanide***
i
:0.5/1.5
M
M H
Zinc***
:
:2.3/7.6
II
II M
Aluminum
j
:12.8/33.3
II
II H
TSS
: 004
»369/580
II
II
II
Oil and Grease
t
*— /145
II
II
grab
Fluoride
t
*96/126
II
II
24 hr ccmp
Cyanide
t
:46/92
•1
II
ii
Antimony
t 104
*0.18/0.41
H
II
II
Nickel
:
:0.08/0.12
II
II
II
Aluminum
:
*0.57/1.28
II
II
tl
Fluoride
:
:4.18/7.32
•1
II
II
Benzo(a)pyrene
:
:—/0.002
II
II
II
Flow
: 204
t—/0.364
npd
l/m
measure
BOD-5
t
:30/60
TO/1
1/m 8 hr camp

-------
WV0000779: Kaiser Aluminum and Chemicals Corp. located in Ravenswood, West Virginia,
produces aluminum from ore and forms aluminum sheet and plate (SIC 3334, 3353) in the
Aluminum Forming Category (40 CFH 467). Plant discharges are to the Ohio River at
Outfalls 001, 002, and 004. Noncontact cooling water, process wastewater, and
storrrwater 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 storrrwater runoff, although the bases for the limitations are BAT
guidelines found in Subparts A, Rolling With Neat Oils Subcategory, and B, Rolling
With Bnulsions Subcategory. 004 consists of process wastewater, blocking well
effluent (installed to correct groundwater contamination due to cyanide arei 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 EPJ (104), and water quality standards using a
WV Wasteload Allocation Process (204). Outfalls 003 and 005 are uncontaminated
Btormwater 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. IXie to the recent promulgation of applicable
guidelines, the permittee has until 2/11/87 in which to comply with limits at 104.
Semi-annual bicmonitoring shall be conducted at 004 by determining the static 96 hour
median LC50. If the LC50 is greater than 80%, the bicmonitoring frequency may be
changed to once per year.
Effective Date: February 11, 1985	Final Permit
Expiration Date: February 10, 1990	Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
WV0000779: Kaiser Aluminum and Chemicals Corp. (Page 2 of 2)
Outfall Avq./Max. Limits and Units
Pollutants
Monitoring
TSS
: 204
30/60 mcr/1
tl/m 8 hr ccno
TKN
•
•
18/36
2 it tt
Fecal Coliform
•
•
200/400 per 100 ml
: " grab
Flow
:001,002,
monitor only
:2/m* measure

:004,104

:
PH
1001,002,
6.0-9.0
:** grab

>004,204

:

:

•
•

•
•

•
•

:

t
: : :
: : :
: : :
**2/m-001, 004; l/d-002: l/m-204.
***M3nitoring not required if (1) First sample of each calendar year has less than
0.07 mq/1 cyanide, 0.084 mg/1 chromium, 0.33 mg/1 zinc; (2) Permittee certifies"
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 (BN) 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, nonoontact cooling
water, boiler blowdown, stonnwater 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 iB 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 003, 004, and
007. Biomonitaring 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, T0C, 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: June 5, 1985	Final Permit
Expiration Date: June 4, 1990	Abstract Date: June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0000787: American Cyanamid Co. (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flew t
001 :—/8.0 mod
continuous
BOD-5 :
:2400/4800 lb/d
1/w 24 hr camp
TSS »
:2250/4000
ii •(
COD :
t13000/26000 "
M M
T0C :
monitor
II II
Anmonia fas N) :
: 1500/3000 lb/d
II •«
Fecal Coliform :
: 200/400 per 100 ml
" grab
TOC :
:1.0/2.0 mg/1
II M
Color :
:—/200 APHA
" 24 hr camp
Odor :
:48/120 threshold
1/m grab
Chloride :
»18000/26000 lb/d
1/w 24 hr cctod
Sulfate :
:60000/65000 •
II H
Total Zinc :
:1.5/3.0 mg/1
•i ii
Total Mercury :
:0.025/0.05 lb/d
ii ti
Total Phenolic Material :
:6/12
,f qrab
Benzene :
:—/40 ug/1
H H

-------
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, nonoantact 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 EPJ 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. Biomanitorinq 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 biomanitoring 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 BCD-5, COD, TOC, TSS, and NH3-N; sludge analysis (shake test) at
the fly ash parxi. The permittee shall continue to implement a previously submitted
BMP plan.
Effective Date:
Expiration Dates
June 5, 1985
June 4, 1990
Abstract Date:
Final Permit
June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0000787: American Cyanamid Co. (Page 2 of 2)
Pollutants
Outfall
Toluene
001 :125/225 uq/1
:l/w qrab
48 hr. Bioassay
: report
:i/q
Chloroform
:25/50 uq/1
:l/w qrab
PH
:6.0-9.0
:continuous
Flow,TOC,TSS,Total Iron
003,004~:manitor
•
PH
:6.0-9.0
• **

006 :no surface discharge permitted :
Flow : 007 : monitor
:l/q estimate
m « : -
S " rp-ah***
~Limits apply to each outfall individually. **Monitored upon occurrence; sample
types are estitrates (flew) and composites (TOC, TSS, iron, pH).
~~~Sample taken durinq discharge. ~~~~The permittee must collect six qrab 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 selenium.
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.
{1} TSS. TOC, total iron, total nanqanese, total zinc, total aluminum, total arsenic,
copper, mercury, lead, selenium, pH.				

-------
WV0000868: Die Monsanto Company, located in Nitro, West Virginia, is engaged In the
production of organic chemicals, rubber chemicals, paper chemicals, and animal feed
supplements (SIC 2869, 2879, 2861) in the Organic Chemicals and Plastic and Synthetic
Fibers Category (40 CER 414). Four regulated discharges to the Kanawha River are
described as follows: Outfall 001 - process wastewater, cooling waters, stormwater
runoff, and sanitary wastewater; Outfalls 003, 004, and 005 - stooowater drained from
open fields and the parking area. Waste streams to Outfall 001 are routed through a
treatment plant consisting of sedimentation, neutralization, activated sludge,
chemical conditioning, anaerobic digestion, aeration, and clarification. Sludge from
the activated sludge process unit receives incineration. Outfalls 003, 004, and 005,
however, enter the river without treatment. Due to the absence of applicable
promulgated HPT/BAT guidelines, the permit limitations are based on EPJ using as
guidance the proposed BPT/BAT guidelines for the Organic Chemicals Category (FR v.48,
no. 55, pp 11828-11867, March 21, 1983), wasteload allocation reports, and the
previous permit. The permit requires the submitted of a proposal to reduce toxicity
at 001. In addition, the facility is required to submit the results of a feasibility
study/coet analysis for providing backup pump capabilities at the El lift station to
eliminate by-passing during storm event power outages via two unregulated emergency
discharges, Outfalls 006 and 007, by 7/11/86. Bioassay requirements include quarterly
48-hour static toxicity tests, using fathead minnows and Daphnia (Magna or Pulex) for
a minimum of four quarters, or until it can be determined which species is more
sensitive as indicated by the lowest EJC50 or LC50 value; the more sensitive species
shall be used thereafter, The permit is to be reopened after promulgation of
applicable guidelines. No BMP plan is included.
Effective Date: April 11, 1986	Final Permit
Expiration Date: March 10, 1991	Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
WV0000868: Monsanto Company
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring

:
:
•
•

Flew
tOOl
:monitor only
:continuous
BOD-5
:
:1505/2978 lb/d
:2/w 24 hr ccmp
TSS
:
:1300/1950 "
: "
It
Total Organic Carbon
:
*3706/5550 •
*l/w
«
TKN
:
:monitor only
:l/m
H
QC/MS sanple*
:
:N/A
:l/g
grab
PH
:
:6.0-9.0
:2/w
H
Flow
:003,004,monitor only
:l/m estimate
Total Organic Carbon
:005
:
t**
grab
TSS
:
:
j**
ti
PH
:
:
j**
H

:
:
:


:
:
:


:
:
:


:
:
:


:
:
:


:
:
:


:
:
:

*For volatile orqanics.
»*When discharge occurs.

-------
WV0001261: Kellwood Company, located on Route 1 in Spencer, West Virginia, produces
knit fabric cuter wear (SIC 2253) in the Textile Mills Category (40 CFR 410).
Facility operations result in a single discharge from Outfall 001 consisting of
process and sanitary wastewater. An aerated lagoon receives the wastewaters for
treatment prior to discharge to Spring Creek. Nitrogen, fecal coliform, dissolved
oxygen, and phenol limitations are based on water guality standards. Total chromium
limits are based on 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 in
process operations. OOD, BOD-5, TSS, sulfides, and pH are based on HPT ("BAT)
effluent guidelines for Subpart E, Knit Fabric Finishing Subcategory, "Simple
Manufacturing" Subdivision, using a production factor of 3.4 lb/day. Die facility has
improved LC50 results since September, 1982, through the substitution of a scouring
agent and biomcnitoring. Pour 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	Final Permit
Expiration Date: November 14, 1989	Abstract Date: January 22, 1986
EFFLUENT LIMITS (FINAL)
WV0001261: Kellwood Canpany
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
Flow
001 :—/0.088 mad
il/m
estimate
BOD-5
»8.5/17 lb/d
I II
24 hr camp
COD
:102/204
f **
ii
TSS
:37/74 " : "
Sulfide
sO.34/0.60
f M
ii
Total Chromium
t0.002/0.003 "
f M
ii
Phenols
t—/0.005
f **
M
Ammonia Nitrogen (NH3-N)
si.13/2.26
f N
ft
Fecal Coliform
t200/400 per 100 ml MPN
9 **
grab
Dissolved Oxygen
»> 6 mg/1
f 11
it
PH
*6.0 - 9.0
. N
ii

: i

: t

: :

: :

: :

: :



: :

: :

: t

: i

: :

: i

-------
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 Refining
Category (40 CFR 419), Subpart A - Topping Subcategory. There are three outfalls
which discharge to Wolf Run of Tannery Run of the Ohio River. Outfall 001 (328 GPM)
discharges treated process and contaminated stormwater wastewaters, Outfall 002
(250 GPM) discharges combined wastewaters consisting of untreated non-contact cooling
water and unoantaminated 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 not discussed in the permit and
supporting documentation.) For Outfall 001, permit limitations for B0D5, COD, TSS,
Oil and Grease, Ammonia (as N), Sulfide, and the minimum daily limit for total chrome
are based on EPT with BPT=BAT from the effluent guidelines. Limits for the phenolic
compounds, total chrome (monthly average limit) and hexavalent chrome are BAT limits
based an 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 quality criteria and temperature and pH
limits at Outfalls 002 and 003 are based an WV Administrative Regulations for Water
Quality. Since there is no BAT limit for zinc, the permit limitation is based on
existing permit mass limitations. Biomanitoring requirements include minimum of four
semi-annual 48-hour static toxicity tests (in replicate) using the species Daphnia
Pulex. The facility must study and report on the sources of arsenic, zinc and
chloride in its discharge. Ihe permit sets forth an implementation schedule for
Oitfall 001 incorporating calculations determining the additional loadings associated
with contaminated storm runoff each month. The result of the calculations is 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	Fined Permit
Expiration Date: November 8, 1989	Abstract Date: June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0001805: Quaker State Oil Refining Corporation (Page 1 of 2)
Pollutants
Outfall
Monitoring
Flow Flow** : 001
xN/A
0.576 M3D

:continuous
B0D5**** :
198
lbe/day
185
lbs/day
:2/w
24hr ccmp
COD**** :
:493
»
953
II
f 11
ii
TSS**** :
z 83
It
130
M
8 11
li
Oil and Grease :
:30
II
58
II
t 11
grab***
Ammonia (as N) *
:10.4
II
22.9
II
• tt
24hr canp
Sulfide :
s0.56
l<
1.23
II
f M
it
Total Chromium**** :
:1.2
II
2.82
II
:l/g
ii
Hexavalent Chromium**** :
:0.1
II
0.22
M
t "
II
Phenolic Caropounds**** *
*0.63
II
1.39
II
:2/w
24hr carp
Total Zinc :
il.5
It
2.0
II
2 11
II
~Monthly average/daily maximum.
**F1cm of raw process wastewater is to be continuously recorded beginning
May 10, 1985.	
*~*3 grab samples shall be taken (faring the 24 hours of each reporting date at
spaced intervals of time with a minimum of 2 hours between samples, each sample
is to be analyzed, and the average of 3 samples used for the daily average number.
~~~~Beginning May 10, 1985, these limits shall be adjusted based on the additional
wasteload represented by contaminated stonnwater 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). Die facility is in the Petroleum Refining
Category (40 CFR 419), Subpart A - Topping Subcategory. Itiere are three outfalls
which discharge to Wolf Run of Tannery Run of the Ohio River. Outfall 001 (328 GPM)
discharges treated process and contaminated stormwater wastewaters, Outfall 002
(250 GPM) discharges combined wastewaters consisting of untreated non-contact cooling
water and uncantaminated 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 not discussed in the permit and
supporting documentation.) For Outfall 001, permit limitations for B0D5, CCD, TSS,
Oil and Grease, Ammonia (as N), Sulfide, and the minimum daily limit for total chrome
are based on BPT with BPT=BAT from the effluent guidelines. Limits for the phenolic
compounds, total chrome (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 an water guality criteria and temperature and pH
limits at Outfalls 002 and 003 are based on WV Administrative Regulations for Water
Quality. Since there is no BAT limit for zinc, the permit limitation is based on
existing permit mass limitations. Biomonitoring requirements include minimum of four
semi-annual 48-hour static toxicity tests (in replicate) using the species Daphnia
Pulex. The facility must study and report on the sources of arsenic, zinc and
chloride in its discharge. The permit sets forth an implementation schedule for
Outfall 001 incorporating calculations determining the additional loadings associated
with contaminated storm runoff each month. Hie result of the calculations is 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	Final Permit
Expiration Dates November 8, 1989	Abstract Dates June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0001805: Quaker State Oil Refining Corporation (Page 2 of 2)
Pollutants	Outfall Avq. /Max. Limits and Units	Monitoring
Total Arsenic
s 001 imonitor
0.05 mg/1 :2/w 24hr ccmp
Chloride s
ti
100
i» *i
Bioassay :

minimum 4, 48-
•
•

hour static
•
•

semi-annual
Hardness
s
N/A
monitor mg/1 Ca003 sl/m grab
PH
:
6.0-9.0
1/d grab
Flow
: 002
N/A
monitor MED
1/m estimate
Temperature
s
monitor
monitor F
1/w i-s*****
PH
s
6.0-9.0
1/m grab
Flew
s 003
N/A
monitor M3D
1/m estimate
Temperature******
•
•
N/A
monitor F
1/w i-s*****
PH
•
•
6.0-9.0

s


•
•


s


*****i-s (iimersion-stabilizatian).	
~~~~~~temperature is to be measured above (upstream) of the discharge, directly
	at the discharge and below (downstream) of the discharge.	

-------
WV0002542: 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 ncncontact 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. Hie basis for the nickel and zinc limits
are BAT 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. The pH and temperature limits an 002 are water guality
based. The permit requires a BMP plan to be completed within one year after the
issuance of the final NPDES BMP Guidance Document. Biamanitoring requirements are not
included.
Effective Date: January 4, 1984	Final Permit
Expiration Date: January 3, 1989	Abstract Date: May 12, 1986
EFFLUENT LIMITS (FINAL)
WV0002542: Allied Chemical Corp.
Pollutants	Outfall Aver./Max. Limits and Units	Monitoring
: :
Flew s 002 :—/22.6 mqd
1/w measure
Temperature : :—/110 F
1/m i.s.*
XM : :6.0-9.0
continuous
Flew : 003 :—/0.20 mqd
1/w measure
TSS : :36/86 lb/d
•• 24 hr camp
Fluoride, Total :
22/44
II II
Nickel, " :
0.5/1.5 "
1/m
Zinc, " :
1.7/5.5 "
II ii
PH :
6.0-9.0
l/d grab
:


:
:

























: :

: :
:
$ : :
: :

: :

: :

~Immersion stabilization.

-------
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 noncoritact 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. Hie facility shall
discharge to a POTW when one is available. The bases for the permit limitations are
as follows: 001 — EPJ using statistical analyses of wasteload data (mass. & oanc.
limits for TSS, TOC, chlorides, carbon tetrachloride, chloroform, methylene chloride);
previous permit (mercury); 002 — EPJ (TSS); 101 — EPJ (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) = (oanc. limit, mg/l)(0.015 mgd)(8.345 lb/mg/l-mgd); 311 — EPJ (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. "Ehe wastewater shall be
characterized by GC/MS Analysis. A BMP plan is to be implemented no later than
8/19/86.
Effective Date: February 19, 1985	Final Permit
Expiration Date: February 18, 1990	Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
WV0004405: L. C. P. Chemicals of West Virginia, Inc. (Page 1 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
Flew
: 001
monitor only

4
4
1/w measure
BOD-5 :
«i


:l/m 24 hr ocnro
TSS :
5309/6757
lb/d
75.9/96.6 rog/1
: 1/w "
Total Residual Chlorine i
17/34
tt

: " grab
Chlorides :
—/200876
ll


tl/m 24 hr ocnro
Temperature :
monitor
1/w i-s
Mercury, Total :
—/0.25
lb/d


" 24 hr ccttd
Hexavalent Chromium :
monitor
M II
Carbon Tetrachloride :
—/ll. 2
lb/d


" grab
Chloroform :
—/185
ll


ll ll
Methylene Chloride :
—/202
ll


ll it
PH
:001, 301
6.0-9.0
ii it
Flew
: 101
—/0.1 mqd
" Treasure
Total Residual Chlorine :
0.95/1.6
lb/d

: " grab
Mercury, Total :
0.05/0.115
II

: " 24 hr oanro
Flow
: 201
—/0.015
mqd

: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 C8iio River. Outfall 001 consists of
process and sanitary wastewaters, and nonoantact 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 FCTW when one is available. The bases for the permit limitations are
as follows: 001 — BPJ using statistical analyses of wasteload data (mass. & conc.
limits for TSS, IRC, chlorides, carbon tetrachloride, chloroform, methylene chloride);
previous permit (mercury); 002 — BPJ (TSS); 101 — BPJ (flow), BAT guidelines for the
inorganic chemicals industry (IRC, Mercury) based an 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) = (conc. limit, mg/l)(0.015 mgd)(8.345 lb/mg/l-mgd); 311 — BPJ (flow, max.
chloroform), proposed effluent guidelines for the organic chemicals and plastics
industry (BOD-5, TSS, carbon tetrachloride, methylene chloride, avg. chloroform). Hie
pH limits at the outfalls are based an water quality stanrianis. 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.
Effective Date: February 19, 1985	Final Permit
Expiration Date: February 18, 1990	Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
WV0004405: L. C. P. Chemicals of West Virginia, Inc. (Page 2 of 2)
Pollutants	Outfall Avg./Max. Limits and Units	Monitoring
BOD-5
: 201
3.8/7.6 Ib/d
30/60 mg/1
:l/g 8 hr ccrnp
TSS
:
3.8/7.6 "
30/60 "
i n »
•
TKN
:
2.3/4.6 "
18/36 M
. It H
Fecal Coliform
:
200/400 per 100 ml

: " grab
PH
:201, 002
6.0-9.0

, t» H
•
TSS, Chlorides
: 301
monitor

:l/w 24 hr coup
Flow
: 311
—/25 cram

: " measure
BOD-5
:
40/100 mg/1

: " 24 hr ocmp
TSS
:
47/137

• it n
Carbon Tetrachloride
:
—/50 ug/1

: " grab
Chloroform
:
50/200

a II •»
Methylene Chloride
:
~/50

. II *1
Flow
: 002
monitor

:l/g estimate
TSS
:
—/60 mg/1

: " grab*
~When discharging

-------
WV0004626: Quaker State Oil Refining Corp. is located two miles south of Newell, West
Virginia, and is in the Petroleum Refining Category (40 CER 419). The facility
manufactures finished oil products (SIC 2911) from Pennsylvania crude oil which
include lube oils, waxes, gasoline, and distillate fuels. The oils are blended and
packaged an site. The plant has two discharges to the Ohio River: Outfall 001 is
process wastewater and contaminated stormwater runoff, and Outfall 002 is cooling
tower blowdown. Treatment of 001 is not specified; 002, however, enters the river
untreated. The permit limitations for 001 are based an BPT/BAT effluent guidelines
for Subpart 0, Lube Subcategory (40 CFR 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 BPJ determination. The
permit 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 representative
sampling point and continuously 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. Biomonitaring requirements include Bemi-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
vising 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: December 20, 1984
Expiration Date: December 19, 1989
EFFLUENT LIMITS (FINAL)
WV0004626: Quaker State Oil Refining Corp.
Pollutants	Outfall Avq./Max. Limits and Units
Flow
: 001
:—/0.163 mqd scontinuous
BOD-5
•
•
:158/310 lb/d
2/w 24 hr cxd
COD
:
:1241/2388
H II
TSd
•
•
:150/235
» H
Oil and Grease
•
•
:52/99
" grab
NH3 as N
:
s71/156
" 24 hr ccrro
Sulfide
:
:0.91/2.04 " : "
Total Chromium
•
•
»1.4/4.1
1/Y
Hexavalent Chromium
•
•
:0.12/0.26
tt M
Phenolic Compounds
:
:1.1/2.3
2/w
TOC
m
•
:monitor
1/m
Total Arsenic
•
•
: "
2/w
Fecal Colifonrt
:
:200/400 per 100 ml :l/m grab
PH
:
:6.0-9.0 :l/d
Flow
i 002*
: monitor
continuous
Oil and Grease
•
•
:—/10 mg/1
1/w grab
TSS
:
:30/45
" 24 hr ocra>
TOC, Total Copper,
:
:monitor
II II
Total Zinc, Phenolic Compounds
:

PH
:
:6.0-9.0
1/d grab
	t 	:		r	
* Interim limits apply 12/20/84 until the permittee installs and/or constructs a
representative sampling point and continuously recording flow measuring device for
the actual cooling tower blowdown to the river. At such a time, the final limits
will apply (as specified above), effective through 12/19/89.
Final Permit
Abstract Date: May 12, 1986

-------
WV0005169; Mahay Chemical Coco., of New Martinsville, West Virginia, is in the
Organic Chemicals/ Plastics and Synthetic Fibers Category (40 CFR 414). The facility
manufacturers polyurethane intermediates and precursers (including polyethers),
toluene diisocyanates, polymeric isocyanates, 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 wastewater, cooling tower
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 oentrifuqed and incinerated. In the
absence of promulgated effluent guidelines, the permit limits are BRJ based on the
following: (1) previous permit whose limits are more strircjent than proposed
guidelines to prevent backsliding (ammonia, phenols, oil and grease, color, BQD-5,
TSS, chlorides); (2) proposed EPT/BCT guidelines (pH); (3) water quality criteria
(fecal coliform); (4) analysis of stormwater runoff data (TOC); (5) actual plant
performance data (toxic pollutants). The chlorides limits may be increased to
avg./max. values of 25000/368000 lb/d when marketing conditions for by-product HCI are
depressed. A BMP plan is required, as are quarterly bioassays to include 48-hour
static toxicity tests using Pimephales and Daphnia (pulex or magna), in duplicate; 80%
survival (in an unspecified effluent concentration) as an average of both tests
indicates lew toxicity.
Effective Date: April 18, 1985	Final Permit
Expiration Date: April 17, 1990	Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
WV0005169: Mobay Chemical Corp.
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flew
: 001
—/5.0
ngd
: continuous
BCD-5 :
1360/2095
lb/d
:l/w 24 hr carp
TSS :
2030/3045
II
•	n
•
ll
Aimonia-Nitrocien :
1250/1875
II
• "
•
ii
Oil and Grease :
800/960
tt
: " 3grabs/24hr
Phenols :
5.4/10.9
II
: " 24 hr carp
Chlorides :
150000/225000
II
i M
ii
Color :
200/300 Pt. Co. Units
• "
•
it
TOC :
monitor

i "
M
Phenol :
—/5.5
lb/d
:l/m
qrab
2-Nitrophenol :
—/6.6
II
f 11
it
1,2-Dichlorobenzene :
—/46.7
II
S M
ll
Benzene :
—/19.7
41
t "
ll
Toluene :
—/69.7
II
t "
ll
2,4-Dinitrotoluene ;
—/62.3
II
•	H
•
ii
2,6-Dinitrotoluene :
—/16.8
It
f "
M
Nitrobenzene ;
—/85.4
M
• **
•
II
Fecal Coliform :
200/400 per 100 ml
:l/w
II
Chlorobenzene :
—/9.3
lb/d
:l/m
II
Chrcmium, Total :
—/10.8
H
:l/w 24 hr cano
Lead, Total :
—/15.7
H
f w
tt
Zinc, Total :
—/9.3
H
• ll
»
•1
PH !
6.0-9.0

:continuous
Flow
: 002
monitor only

{estimate*
TOC :
—/31.0
mg/1
jgrab*

pH :
6.0-9.0

•	»i *
•


:


•
•

*When discharging.

-------
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 oooling
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 BPJ for BAT arxi
water quality standards. The facility has applied for a revision of water quality
standards for chlorides, hexavalent chromium, toted cyanide, ammonia, and fluoride. A
previously granted variance was rescinded due to an over-chlorination problem causing
adverse Impacts on the benthic community observed in June, 1980. As a result, hioassav
requirements were added to the permit for (Xitfall 001. Dechlorination has led to good
recovery: Nearly 100% survived 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	Final Permit
Expiration Date: December 2, 1989	Abstract Date: February 6, 1986
EFFLUENT LIMITS (FINAL)
WV0005533» 3M Company
Pollutants	Outfall Avq./Max. Limits and Units	Monitoring
Flow
001
:—/1.06
mgd
(continuous
BOD-5

:188/375
lb/d
:l/w 24 hr cane
GOD

:399/744
H
t M
tl
TSS

:188/375
ft
• «
If
Aluminum, Total Plant*

*—/30.4
M
f 11
n
Aluminum*

rreport

• «i
ti
Ammonia (Summer)

:—/0.56
mg/1
• H
tl
(Winter)

CM
H
"»s.
1
•
r
l«
I it
•i
Chloride

:—/100
•1
• *l
li
Fluoride

j—/I
II
t "
H
Cyanide, Total

»—/5
ug/1
i "
•1
Cyanide, Amenable

treport

s "
n
Hexavalent Chromium

t—/50
ug/1
t ii
•i
Fecal Coliform

:200/400 cts per 100 ml
:l/m
grab
Nitrates

:report

:l/w 24 hr canc
PH

:6.0 - 9.0

1 H
grab
Flow
002
(report

:2/m measured
TSS

:—/60
mq/1
t 11
24 hr ocmo
Chloride

«— /100
II
S M
tl
Aluminum*

:report

:l/w
»
PH

*6.0 - 9.0

t M
grab
*3btal plant value is ecrual to the sum of the values for 001 and 002;
values

obtained for each outlet are to be reported?

-------
WV0023281: Wheeling Pittsburgh Steel Carp, of Follansbee, West Virginia, is in the
Iran and Steel Manufacturing Category (40 CFR 420) producing sinter for use in iron
blast furnaces (SIC 3312). A single discharge enters the Ohio River from Outfall 001
consisting of nonoontact cooling water, clearwell overflow, surface runoff, and
process wastewater (wet scrubber blowdtown) from internal Outfall 101. Only process
wastewater is treated, receiving neutralization and clarification before combining
with 001. Because 001 contains large amounts of nonoontact cooling water and
clearwell overflow, technology-based mass limits are not imposed. Limits on 101,
however, cure based on BPT (^BCD/BAT 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 monitoring 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 samples. Biomonitoring requirements are not inducted. Hoe permit
does contain a EMP plan.
Effective Date:
Expiration Date:
March 29,
March 28,
1985
1990
Abstract Date:
Final Permit
June 5, 1986
EFFLUENT LIMITS (FINAL)
WV0023281: Wheeling Pittsburgh Steel Corp.
Pollutants	Outfall Avg./Max. Limits and Units
Monitoring
Flow
001
monitor only
1/m estimate
TSS, Oil and Grease,
grab
Total Lead, Total Zinc
EH
6.0-9.0
Flow
101
/163 qpttT
4/m» measure
TSS
86/259 lb/d
" * 24 hr
oorop
**
Oil and Grease
17752"
4/m* grab
4/m* 24 hr
Total Lead
0.52/1.6
comp
**
TOtal Zinc
0.77/2.3
4/m* 24 hr
carp
**
EH
monitor
4/m* grab
*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 fran the permit issuance date, the permittee shall achieve
compliance with the monitoring reguiranents (sample type) at 001.
24-hour oamp. samples shall be taken as grab sanples.
In the interim.

-------
WY0000442; 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 Subcategory 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 API 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 toxicity tests with
Ceriodaphnia 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 Toxicity Reduction Evaluation
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 modified.
Effective Date: January 18, 1988	Final Permit
Expiration Date: December 31, 1992	Abstract Date: November 2, 1988
EFFLUENT LIMITS (FINAL)
WY0000442: Frontier Oil and Refining Company
Pollutants

Avo./Max. Limits*and Units
Monitoring
Flow
:003.
¦ 		 - - - - 	
004:monitor onlv
icontinuous
pH
•
:6.0 - 9.0 :l/d orab
COD
•
:2225/4307 lbs/d
sl/m como
Anmonia as N
•
:153/336
:l/w
Sulfide
•
:1.5/3.3
:2/m
Bpr>5
•
:320/576
:l/w
TSS
•
:256/401
#	n n
•	¦ m m wm
Oil and Grease
•
:93/176 " (10 ma/1** instant)
: " grab
Phenols
•
:2.1/4.3
:2/m com
Total Chromium
•
:2.4/7.0
sl/m "
Hexavalent Chromium
•
:0.24/0.55
. If IT
Temoerature
0
:monitor only

teute.Toxicity
•
i< 20% mortalitv of Ceriodaphnia
:l/g static
•
•
: 140 nri ana ratneaa minnow iso nri : renewa
•
• •
•
S . . _ i	
~Dailv averaae/dailv maximum.
Total discharge from 003 & 004 not to exceed _
**This limitation shall go Into effect

-------
WY0001546: Star Valley Cheese Co-op operates a cheese processing plant (SIC 2026)
in Ihayne, Wyoming, and is in the Dairy Products Processing Category (40 CTO 405).
Outfall 001 is process wastewater, and CXitfall 002 is an untreated waste stream
consisting of noncontact cooling water. Both outfalls are discharged to the Bast 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. Hie permit limits are BPJ based on a
State of Wyoming determination that BCTgEPT effluent guidelines, using the following
production rates: 5900 lb/d of butter, 5200 lb/d of mozarella and provalane cheese,
and 21100 lb/d of ricotta cheese. Biomanitoring 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	Final Permit
Expiration Date: December 31, 1990	Abstract Date: March 4, 1986
EFFLUENT LIMITS (FINAL)
WY0001546: Star Valley Cheese Co-op
Pollutants
Outfall
Avq./Max. Limits*and Units
Monitoring
Flow
:001, 002
monitor only
scontinuous
E*L
6.0 - 9.0
:2/w grab
BCD-5
001
11.7/29.4 kg7d
17.7/43.9
ccmp
TSS
BCD-5
TSS
002
11.7/29.4
17.7/43.9
»Daily average/daily maximum. Total discharge frcm 001 & 002 not to exceed
the above limits. 	

-------
WY0003115: Pacificorp 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 CXitfalls 001 through 006, and the two bottom ash settling ponds which
receive waste fron 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 011 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 Platte
River- Effluent limitations are based on 3Q£! Wyoming's in-stream water quality
standards. Beginning in the fourth quarter of 1988, quarterly chronic static renewal
toxicity tests are required, using CeriOflaphnia 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 species is 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 Toxicity
Reduction Evaluation may be required. The TRE 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, 1986	Final Permit
Expiration Date: July 31, 1993	Abstract Date: November 3, 1988
EFFLUENT LIMITS (FINAL)
WY0003115: Pacificorp
Pollutants
Oitfall
&g^tejk_liau.tg*and units
Monitoring
FiPW..
001 - 00b:monitor onlv
:continuous
Teirperature
•
!North Platte River P Hildebrand is
:l/d

•
inever to exceed 25.6 C
•
Total Residual Chlorine
•
si.84 kg/d (Dailv Max) (0.1 mo/1**)
s ***see helnu
Flow
s007.008
:monitor onlv
:continuous
DH
•
s6.0 - 9.0
:l/w grab
TSS
•
s 30/100 ncr/1
# It II

•
:—/1.0 "
sl/m "
Total Iron
•
s—/1.0 "
, «i n
Oil and Grease
•
/10
scant, visual
Fecal Coliform
•
:1000/2000/4000**** f*/100 mis)
:l/m arab
Flow (when discharaing)
! 011
:monitor onlv
s instant.
dH
•
•
»
sl/d grab
TSS
•

, IV It
•
Oil and Grease
•
«
, n it
KX&.
m	i30/45/90**** ma/1
;l/nu
~Monthly average/daily maximum.
** Wot to exceed 0.1 to/1,at anytiipg.
»** Monitoring mist beyin no later than four minutes after chlorination and be
	repeated at four minute intervals until chlorine residual reaches zero.	
*»** monthly avo/weeklv avq/dailv max	—	

-------
WYOO25950: Pathfinder Mines Corp. - Big Eaale 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
settling paid. Discharges from the settling pond are from Outfall 001 to Crooks Creek
via an unnamed drainage ditch. Permit limitations are based on B&X 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 CCD 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	Final Permit
Expiration Date: June 30, 1993	Abstract Date: October 3, 1988
EFFLUENT LIMITS (FINAL)
W5f0025950: Pathfinder Mines Corp. - Big Eagle Mine
Pollutants
Outfall
Avg./Max. Limlts*and Units
Monitoring
Plow
001*** .report
1/w instant.
TSS
:20/30 ma/1
" grab
fYD
:100/200
not reouired
Total Zinc
:0.5/1.0 "
1/q grab
Dissolved Radium 226
s3/10 nC/1
1/m grab
Total Radium 226
:10/30
not reouired
Total Uranium (as U)
:2/4 ma/1
1/m grab
Oil and Grease
!< 10 "
n » **
pH
:6.0 - 9.0
1/a
Biamonitorino
:< 20% mortality of Ceriodaphnia or


s fathead minnow larvae
1 /q




•


•


•


t


t


•


•

~Monthly averaae/Dailv maximm
**ln addition, the sancle shall be monitored visually.
~~~Discharge increases caused bv precipitation in excess of a 10 year. 9.4-hour or	
larger event (2.3") or snowmelt of equivalent volume are not subi** to the above
limits

-------
W5f0032590: 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 inside 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 irrigated 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 water quality 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 MOD 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 + flow volume of 001 + flow volume of 002 in MGD) X (Y).
Effective Date: March 20, 1986	Final Permit
Expiration Date: January 31, 1991	Abstract Date: March 6, 1989
EFFLUENT LIMITS (FINAL)
V&0032590: Union Pacific Railroad Company
Pollutants
Outfall
ftygt/Maxt limits and Pnits
Monitoring
Flow (Laramie R. @ Bovd Bridge)
monitor only
l/w instant.
Flow (QQ1 and 002)
Arsenic (Total Recoverable
0.04 mo/I (Y Value)
continuous
2/m	gonp
Trivalent inorganic)
Copper (Total Recoverable)
Q.021 mg/1 (Y Value)
l/w prab
Zinc
0.047
Phenol

Pentachlorophenol
0,0032
eh_
$,Q - 9.0
Beryllium (Total Recoverable)
monitor only
lix.
Cadmium
Chromium
flex. Chromium
Iron
Lead.
Mercury
Nickel
Selenium
Silver
ftcenaphthene
Benzene
2.4-Pimethylphenol
Polvnuelear Aromatic Hydrocarbons
Ammonia
Oil and Grease
Phosphorus	

-------
Wmwomammi

-------
ABSTRACTS OF INDUSTRIAL NPDES 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 NT 4286
-Treatment by
NH 21172 TX 8907 WY 32590
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
Activated Sludge (treatment by)
AL
2801
AL
22314
00
1147
AK
680
AL
302
AL
3247
GA
329
IA
2089
IL
3140
AL
22314
GA
329
GA
1619
IL
2453
IL
24074
KY
3514
GA
2160
GA
3778
IA
191
KY
3701
KY
73237
IA
868
IA
3620
IL
744
IL
1244
IA
5479
IA
49492
IA
59901
IL
1350
IL
1414
IL
1767
MD
94
MD
1155
MD
1121
IL
2453
IL
2861
IL
34622
MS
1783
NJ
4391
NY
1732
IN
108
IN
2861
IN
3573
OH
965
PA
8800
SC
914
IN
3581
KY
2119
KY
3484
SC
1848
SC
2798
SC
37826
KY
3514
KY
3701
KY
64645
SC
38555
TN
1899
TX
91855
IA
3191
IA
3689
IA
3905
WA
809
WV
787
WV
868
IA
5851
IA
51942
IA
51993
WV
5533
WY
1546


MD
345
MD
2658
MS
213






MS
574
MS
1783
MS
3042
-Unspecified
aeration


NC
4952
NC
6548
NJ
4006
AK
396
AK
38652
AR
37770
OH
9261
OK
2429
OK
34321
00
1121
IN
45284
KY
2119
OR
141
OR
566
OR
1074
KY
2780
MD
55182
NC
72648
OR
2402
PA
8800
PA
8885
OR
1074
PA
8800
SC
1015
PR
21407
SC
914
SC
1333
IN
442
WI
2810


SC
1872
SC
2151
SC
3441






SC
26506
SC
33022
SC
37770
Aerobic Digestion (of wastewater]
SC
38121
SC
38148
SC
42188
GA
1791
IA
191
IL
1244
IN
2330
IN
2461
IN
2640
IL
1350
IL
3140
IL
4219
TX
86
TX
2933
TX
3531
NY
1732
PR 21407
SC
302
TX
3948
TX
5576
TX
7021
SC
914
WV 868


TX
7862
TX
8907
TX
52825






TX
55107
TX
77593
VA
1660
Aerospace Industry


VA
2160
VA
3433
VA
4677
CA
4111




WA
78
WA
230
WA
281






WA
621
WA
680
WA
809
Agricultural Antibiotics

WA
825
WI
3620
WV
787
(production of)



WV
868
WV
5169


NJ
4952




1

-------
Keyword Index
Agricultural Chemicals (production of)
-Fertilizers
IN 329 IN 2861
Air Control Equipment (production of)
CT 1007
Aircraft
-Manufacture
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)
LA 41718 MD 311
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 (production 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 KX 3484
WA 281
Anodizing
IL 1724
MD 93521 VIA 299
Antacids (production of)
MS 2020
Antibiotics (production of)
IN 3581 PA 8419
Aluminum (smelting of)

API Separator (for gravity
oil
OR 60 OR 1708
WA 299
removal)



WA 540 WA 931

00 1147
AK 841
GA
4332


IL 1244
IL 1414
IL
2861
Aluminum Canmaking

IL 4219
IN 108
IA
41718
NJ 29327

MD 345
MD 981
NC
24350


MT 477
ND 248
PA
12637
Aluminum Extrusions

UT 507
VT£ 442


GA 124







Argon Gas
(production
Of)

Aluminum Ingot (production of)
IA 3280


MD 2429







Ash Pond Discharge


Aluminum Products

GA 24104
IA 3611
IN
116
IN 3573 MD 93521
WA 299
MS 2925
ND 370
OH
9261
WA 931

SC 1333
SC 3255
IN
2640
Asphalt (production of)
IL 1244
Automatic Washers (production of)
OH 965
2

-------
Keyword Index
Automobile 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
MD
1121
MS
574
SC
3255
TX
2933
TX
3654




VT (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
167
ID
1163
ID
25259
IL
1244
IL
1350
IL
1384
IL
1724
IL
1767
IL
1830
IL
2453
IL
2861
IL
3115
IL
3794
IL
4219
IL
34622
IN
116
IN
205
IN
639
IN
665
IN
2666
IN
2887
IN
3581
KY
2119
KY
3484
KY
3603
KY
3701
KY
3778
IA
761
IA
841
IA
914
IA
3191
IA
3280
LA
3824
IA
4464
IA
5291
IA
5606
IA
5851
MA
1414
MA
1554
MA
2151
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
MD
345
MD
981
MD
1155
MD
1261
MD
1279
MD
2429
MD
2658
MD
54321
MD
55182
ME
639
ME
1406
ME
22985
MD
1881
MD
4782
MD
4863
MD
93521
MS
2232
MS
2925
MS
2941
MT
477
NC
1460
NC
3450
NC
4260
NC
4243
NC
23710
NC
35661
NC
58297
ND
248
ND
24368
NE
19
NE
60
NE
507
NE
701
NE
26565
NH
396
NH
1023
NH
1279
NH
1341
NH
21148
NH
21229
NJ
540
NJ
3166
NJ
4286
NJ
4308
NJ
5100
NM
28100
OH
926
OH
965
CXI
5142
OH
6327
OK
191
OK
34321
OR
1597
OR
1635
OR
1708
PA
8800
PA
9202
PA
10987
PA
44920
PR
23451
SC
1368
SC
1872
SC
1848
SC
2453
SC
3255
SC
3441
TN
442
TN
1465
TN
2461
TN
27677
TX
3573
TX
7021
TX
7862
TX
8907
UT
531
ur
507
VA
1015
VA
1160
VA
2160
VA
3051
VA
3433
VA
3654
VA
4677
VA
5215
VA
5291
VA
5312
WA
264
WA
281
WA
299
3

-------
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
FL 2771
FL
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
IA
868
IA
914
IA
4740
IA
5291
MA
3361
MD
2429
MD
4782
MS
3042
MT"
248
Mr
477
MT
26336
ND
248
NE
701
NJ
5746
OK
191
OR
221
OR
1597
OR 2402
FR
23451
IN
442
TN
1465
TX
3573
IX
7862
ITT
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 CFR 122.62)	:
TX 4839
•
Best Demonstrated Technology	:
PA 11100
4
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
Bioassay
-Used to set limits or to deter-
mine toxicity or lack 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
IA
892
IA
4464
MS
2232
NC
4952
NJ
2666
NJ
4120
NJ
30406
RI
1180
SC
1848
IN
1473
TX
3654
TX
91855
WA
680
WA
3000
WA
37263
WV
868
WV
4405
WV
5169
WV
5533




-Bicmonitoring 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
LA
3115
IA
3441
IA
3751
IA
54828
IA
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

-------
Keyword Index
-Bianonitoring 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
RE
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
IN 2640
IN
3425
IN
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

Bicmonitoring-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
IA
761
IA
841
IA 914
Bicmonitoring-Acute (Continued)
IA
2771
IA
3280
IA
3689
LA
3824
IA
5479
IA
51993
IA
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
Bicroonitoring-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
IA
5606
IA
41718
OH
965
OR
566
OR
1074
OR
1112
SC
1490
IX
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 00 1147 ID 1163

-------
Keyword Index
Biological Treatment	(unspecified)
(Continued)
IL 24074	IA 914	IA 3115
NJ 2666	NJ 4286	NY 72061
OR 60	OR 1589	PA 8800
PA 9300	UT 507	VA 1015
WA 1091
Bicmonitoring (see Bioassay)
Blended Fuels Program
NY 72061
Blcwdown
-Boiler




AL
1970
CA
5096
cr
2101
FL
1040
FL
34690
FL
37869
GA
2160
IA
3611
IL
744
IL
1244
IL
1384
IL
1414
IL
1767
IL
1830
IL
2453
IL
2861
IL
34622
IN
329
IN
1414
IN
1929
IN
2666
IN
2861
IN
2887
KY
2780
KY
3484
KY
3514
KY
3603
IA
3191
MD
981
ME
22985
MD
370
MD
4863
MD
93521
NC
4243
NC
58297
NE
60
NE
507
NJ
787
OR
2021857
PA
11100
SC
1830
IN
1619
IN
27715
IN
29378
TX
3573
IX
7021
TX
9105
UT
507
VA
3051
VA
50822


-Cooling Tcwer



AL
1970
CA
5096
CO
1121
FL
1040
FL
37869
GA
507
GA
2071
GA
2160
GA
4120
IA
191
IL
1244
IL
1767
IL
2453
IL
2861
IL
34622
IN
108
IN
116
IN
2887
KY
3484
KY
3603
KY
3701
KY
64645
IA
761
MD
94
MD
345
MD
2658
MD
54321
MS
2925
MS
28258
NC
58297
NE
60
NE
507
NE
701
OK
2429
OR
1112
OR
141
OR
30589
OR
2021857
IN
1619
IN
2640
IN
29378
TX
3531
-Cooling Tcwer (Continued)
TX 7021 TX 8761 TX 9105
UT 507 VA 1015 VA 2160
VA 5291 VA 50822
-Deionizer
IL 34622
-Softener
IL 34622 OH 9261 IN 1414
IN 1619 IN 1929
-Unspecified
CA 5134
Blue Book, EPA (Water Quality
EMP Plan (required in permit)
AK
396
AK
23248
AK
38652
AK
43206
AL
2801
AL
3247
AL
22314
AL
46370
AZ
2144
00
248
00
1147
FL
2593
FL
2771
FL
34690
FL
37338
FL
37869
FL
37923
GA
124
IA
191
ID
809
IL
2267
IN
2666
IN
3581
IN
45284
KY
1431
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
IA
761
IA
54828
IA
59846
MA
22225
MD
311
MD
1279
MD
4863
NC
58297
NE
60
NE
507
NE
647
NE
26565
NJ
540
NJ
787
NJ
3166
NJ
3867
NJ
4120
NJ
4286
NJ
5100
NJ
5240
OH
6327
OR
515
OR
1112
OR
1589
OR
2542
RI
21539
SC
302
SC
914
SC
1015
SC
1180
SC
1333
SC
1368
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
37770
SC
37826
SC
38121
SC
38148
SC
38555
SC
40517
SC
42188
IN
27715
UT
531
VA
2160
VA
3654
VA
5215
VA
5312
VA
26557
WA
281
WA
931
WA
2062
WA
30899
6

-------
Keyword Index
EMP's (Best Management Practices
— facilities and practices in
use)
AL 213 AL 3891 CO 35394
FL 2488 FL 37869 GA 2071
LA 60	MD 4863 MS 2941
OR 2542 WV 23281
B0Du (Ultimate BOD; used in
wasteload allocations)
MS 2941
BOD 5 (without nitrification
suppression)
BRJ (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
CO
591
CO
1121
CO
32158
CO
36897
CT
515
cr
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
IL
2691
IL
24074
IL
34622
IN
116
IN
655
IN
1350
IN
1414
IN
1929
IN
2887
KY
1431
KY
2119
KY
2780
K£
3484
KY
3514
KY
3603
KY
3701
KY
3786
KI
64645
IA
761
IA
841
IA
868
IA
2771
IA
3689
IA
3751
IA
3905
IA
5291
IA
5606
IA
5851
IA
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
BRJ (Best Professional Judgement,
used to set limits) (Continued)
ME 2216
ME
22985
MO
281
M0 370
MO
1881
MD
2411
M0 2534
MO
4782
MO
4863
MS 1775
MS
1970
MS
2232
M3 2941
M5
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
NT 4286
NJ
4308
NJ
4391
NJ 4952
NJ
5100
NJ
5240
NJ 5746
NJ
29327
NY
1732
NY 7269
GH
493
CH
523
OH 965
GH
5142
CH
6327
GH 9261
OK
191
OK
1031
OK 1643
OK
2429
OK
34321
CR 515
CR
2542
OR
30589
CR 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
IN
442
IN
1457
IN 1465
n*
27715
TX
3531
IX 4227
IX
4839
TX
5576
TX 7021
TX
8761
TX
55107
IX 64912
OT
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
WI
1041
WI
1309
WV 787
WV
4405
WV
4626
WY 1546




FT (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

-------
Keyword Index
EFT (Best Practicable Technology)
(Continued)
HI
281
IA
3522
ID
1163
ID
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
IA
3751
IA
3905
IA
4740
MD
94
MD
1261
MD
2429
MD
55182
MD
1881
MD
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
IN
27677
TX
3948
TX
7862
UT
531
VA
1015
VA
1660
VA
3433
VA
4677
VA
5215
VA
5291
VA
5312
HA
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 MD 1261 MD 1279
MS 26140
Buffer Zone
FL 37869
Butadiene (production of)
IA 914 TX 3531 TX 4227
Bypass Emergency Outfall
00 32158 MS 28258 PA 9300
WV 868
Cadmium Sulfide Pigments
(production of)
MD 1279
Caprolactam (production of)
GA 2160 VA 5291
Carbofuran
NY 345
Carbon Adsorption Treatment
(Granular Activated Carbon)
AL 213
00
36897
IN
2861
IN 3573
KY
3484
IA
5487
MA 442
MD
2411
MS
27995
NC 24350
NJ
5100
NJ
30406
NY 345
NY
7048
SC
37826
SC 40517
IN
2461
TX
52825
WV 5169
WY
32590


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 KY 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
oo
32158
OO
35394
CT
515
CT
1007
CT
3671
ID
167
ID
25259
IL
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
LA
3905
MD
311
MD
981
MD
1252
MD
2429
MD
2658
ME
2861
MD
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
LA
868
LA
914
IA
3191
LA
3824
LA
5291
IA
5851
MA
1554
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
MD
1279
MD
55182
ME
1406
MD
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
1180
SC
1872
SC
4286
SC
24554
IN
1457
IN
1465
TN
1899
IN
2640
-Not Specified (Continued)
IN 27715 TX 7439 TX 77593
TX 94498 VA 1015 WA 540
WA 621 VIA 2062 WA 5450
-Polyelectrolytes
AK 23248 KY 2119
Qiemical Blending Facility
NJ 787
Chemical Oxidation
-Cyanide (see Cyanide Treatment)
IL 33863
-Efcenols (see Fhenols, 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 LA 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
Kf
3778
IA
3191
IA
3280
IA
3689
IA
5479
IA
5487
MD
1155
MD
2429
MD
2658
MD
3247
MD
1121
MS
1783
NC
3450
NC
3522
NC
6548
NC
35661
NC
58297
ND
370
NE
701
NH
1325
9

-------
Keyword
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
IN
1899
TX
86
TX
4839
TX
6271
TX
7439
TX
8907
TX
52825
TX
91855
VA
1295
VA
3697
VA
4677
VA
5312
VA
50822
WA
299
WV
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
Chlorosul famic Acid
(production of)
IN 329
Chrcanate 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
MD
93521
MS
671
NE 507
NE
1210
PA
11371
SC 1473
SC
1872
SC
2780
SC 4286
SC
24554
TN
1473
TX 2933
OT
531
Circuit Boards (production of)
IN 655 NH 21148 PA 44920
Index
Clarification
AK
38652
AL
1597
IL
24074
CT
2101
GA
1201
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
IA
2771
LA
3689
LA
51993
IA
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
VIA
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
370 MS 2925 MS 28258
ND 370 OH 9261
Cobalt Catalyst (production of)
VA 5291
Coke
-Production of
AL 29378 MD 370 IL 1244
Oolumbium (smelting/refining)
OR 1112
10

-------
Keyword Index
Ccmminution (preliminary treatment
of wastewater or sludge by
grinding)
-Wastewater
AL 1970 GA 49336 ND 370
NE 701 SC 302
Compliance Schedule (also see EMP
Plan and Construction, of New
reatment Facilities)


AK
1015
AL
213
AR
1147
CA
4111
CA
5134
FL
2488
FL
37869
IL
2691
IN
2666
IN
45284
KY
3603
KY
3778
IA
R92
LA
3191
MD
1155
MD
2429
MN
392
MS
3212
NE
647
NE
26565
NH
1279
NJ
3867
NJ
787
NJ
4120
NJ
4308
NJ
4952
NY
345
OH
523
CXI
965
OH
9261
PA
11371
RI
1139
RI
1180
SC
1848
IN
2640
UT
507
VA
1660
WA
281
WV
4626
Dncentration (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
CA
81787
CO
1121
CO
32158
CO
35394
CO
36897
CT
1007
CT
1457
CT
2101
CT
2437
DE
51
OS
.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
2887
IN
3573
IN
54267
KY
2780
KY
3778
KY
3786
KY
64645
IA
60
IA
841
IA
914
IA
2771
LA
3191
IA
3751
IA
3824
IA
3905
IA
4464
IA
5479
11
Concentration (discharge limits)
(Continued)
IA
5851
IA
51993
IA
54828
IA
59901
MA
442
MA
1554
MA
1571
MA
2151
MA
3077
MA
4600
MA
103128
MA
26735
MD
94
MD
311
MD
1155
MD
2429
MD
2658
MD
3247
MD
54321
MD
55182
ME
1406
ME
22985
MD
2411
MD
3236
MD
93521
MS
2232
MS
2925
MS
26140
MS
28258
MT
477
mt
26336
NC
892
NC
3450
NC
4243
NC
4260
NC
35661
NC
42501
NC
51161
NC
58297
ND
370
NE
19
NE
60
NE
507
NE
1210
NH
469
NH
1023
NH
1279
NH
1325
NH
1341
NH
21148
NH
21229
NJ
787
NJ
957
NJ
3166
NJ
3867
NJ
4391
NJ
5746
NJ
29327
NM
28100
OH
493
OH
523
OH
6327
OH
9261
OK
191
OK
1031
OK
1643
OK
2429
OK
34321
OR
141
OR
566
OR
1112
OR
1635
OR
1708
OR
30589
OR
2021857
PA
1790
PA
9300
PA
11100
PA
11894
PA
44920
RI
1139
SC
1015
SC
1368
SC
1490
SC
1830
SC
1848
SC
1856
SC
2151
SC
2780
SC
4286
SC
37826
SC
40517
SD
299
IN
264
IN
1457
TN
1619
IN
1473
ON
2640
IN
27715
TX
86
TX
2933
TX
3573
TX
4227
TX
4839
TX
7021
TX
7862
TX
8761
TX
9105
TX
55107
TX
64912
VA
1015
VA
1660
VA
2160
VA
3697
VA
4677
VA
4804
VA
5215
VA
5291
VA
5312
VA
26557
VA
50822
WA
281
WA
299
WA
931
WA
1040
WA
2062
WI
1309
WI
54500
WV
4405
WY
3115
WY
32590


Concentration Derived Mass Limits
DE 51 IL 744 IL 3794

-------
Keyword Index
Concentration Derived Mass Limits
(Continued)
IL 4219 IN 655 KS 1887
Ki 3778 MA 1414 MA 26646
MD 370 MS 2232 MS 2925
PA 11371 SC 1848 TX 4839
Construction (of new treatment
facilities to meet permit
limits)
CA
4111
GA
26735
IN
2861
Cycles of Concentration
MD
345
MS
1970
NE
26565
intake flew to blcwdown
NJ
4308
OH
965
PA
11371
power plant)
PA
11894
SC
37826


FL 37869
Consent Decree
CO 591 MD 1261
Contact Cooling Water
IL 744
MD 94
NE 1210
SC 1848
WA 299
IL 3115
MD 345
NJ 957
VA 5291
OR 1112
MA 442
NE 647
NJ 4286
VA 5312
Contract Hauling
-of wastewater
IN 1929 NJ 787
Controlled Release
(of wastewater)
CA 4111 IN 1350
SC 38121
Cooling (of wastewater)
IA 51942 SC 40517
TX 8907 VA 2160
NJ 5240
IN 1899
Cooling Tower
(see Blowdown - Cooling Tower)
Com Products (production of)
IA 3620 IL 3417 IN 27
-Milling or finishing of
NC 35661 SC 2151 VA 50822
Cumulative Discharge Limits
ND 24368
Cyanide (treatment of)
-Destruction
AR 1449 CT 2437 GA 1619
GA 26735 MA 1414 MA 1554
NE 507 NJ 3867
-Oxidation
CA 4111
MA 26646
IL 1742
PA 11371
MA 1554
SC 4286
12
Cyclohexane (production of)
TX 8907
Cyclohexanol (production of)
VA 5291
Cyclohexanone (production of)
VA 5291
Daphnia Magna Bioassay
AL 22314 VA 2160	WV 787
WV 1261 WV 1805	WV 4626
WV 5169
Dechlorination (of wastewater)
AR 1147 FL 37869	IL 24074
KY 3484 IA 3689	IA 5487
MD 1155 NC 35661	OK 2429
IN 2461 VA 1295
Demineralization (of process or
wastewater, also see reverse
osmosis)
00 32158 TX 3573
Detergents (production of)
SC 37826
Detoxification
AL 1597
Development Document (used to set
limits)
AR 36544 IA 60	NE 507
TX 8761

-------
Keyword Index
Diffuser/Sutsnerged 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 CA 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,
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
Dissolved Air Flotation
(DAF, also see Air Flotation)
AK 841 AK 23248 IL 1244
IL 2861 IN 108 LA 914
IA 51942 IA 51993 MD 345
NC 4260 NC 6548 SC 38555
TX 4839 VA 5215 WA 21954
Dissolved Oxygen Monitoring Program
(required in permit)
GA 1619
Distillers Dried Grain & Solubles
KY 64645
EMR's (Discharge Monitoring
Reports, used in setting
limits)
MS 2232 NJ 5240	13
Distillation
IL 1244	IL 33863	KY 3484
Distillation	Recovery
NY 72061
Drinking Water Standards (used to
set limits)
CA 81787	KY 3484	IA 60
MD 1155
Drydock
-Floating
RI 21539
Dumping Zone
AK 37303
Effluent Guidelines (used in
setting permit limits)
AK 1015	AK 26662	AK 37303
AK 38652	AL 108	AL 302
AL 2801	AL 3115	AL 3247
AL 29378	AL 46370	AR 1449
CA 4839	CA 5134	00 248
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	IL 2453	IL 2861
IL 3794	IL 4219	IN 108
IN 116	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
IA 761	IA 868	IA 3115
IA 3191	IA 3751	IA 3824
IA 5606	IA 5851	IA 51993
MA 442	MA 1414	MA 1554
MA 1571	MA 2151	MA 3077
MA 3361	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
M0
2534
M0
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
TX
2933
TX
3573
TX
7862
TX
8907
TX
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
WV
4626
WY
3115
WY
25950


Effluent Standards, State (also
see General Permit Requirements)
-Industrial Waste
00 591 00 32158 00 41351
-Industrial
CT 2437
IL 1244
IL 2861
IL 3794
KY 2119
NM 28100
TX 52825
Waste (Continued)
DE 51
IL 2453
IL 3115
IL 4219
KY 3514
OH 9261
FL 37338
IL 2691
IL 3417
IL 24074
KY 3603
TX 5576
-Sanitary Waste
CO 33537
EIS (Environmental Impact
Statement)
FL 37869
Electric Appliances (manufacture of)
MD 1155
Electrical Cable
IL 744
Electrical Components (production of)
MD 4863
Electrical Motors and Controls
(production of)
MO 2411 SC 4286
Electrochemical Treatment
(unspecified)
Electrocoagulation
00 35394
Electrodes (production of)
SC 38555
Electroflocculation
00 35394
Electronic Equipment
CD 36897
Electroplating Wastewater
GA 26735 IN 1929 MD 2411
MD 4863 MS 671 ME 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
NJ 4120 NJ 4391 NJ 5240
NJ 29327 OK 1031 OK 34321
TX 7021 TX 9105 TX 91855
VA 1295 WV 787 WV 1261
Equalization (of wastewater flew)
AK
38652
AL
1597
AR
36554
AR
37770
CA
81787
cr
1007
DE
665
FL
37869
GA
1619
GA
3778
GA
26735
IA
191
IL
2356
IL
3140
IL 4219
IL
34622
IN
108
IN
329
IN
2861
IN
3573
KY
2119
KY
3514
KY
3701
KY
3778
KY
64645
IA
841
IA
3689
IA
5487
IA
51942
IA. 51993
MA
3361
MD
981
ME
2861
MS
2020
MS
2941
MS
31704
MT
477
NC
892
NC
3450
NC
4260
NC
35661
NE
507
NE
701
NJ
3166
NJ
4006
NJ
4120
NJ
4286
NJ
4391
OH
965
OK
2429
OR
141
PA
11100
PA
12637
SC
302
SC
1180
SC
1490
SC
1848
SC
2151
SC
2798
SC
3255
SC
3441
SC
38121
TX
3531
IX
5576
TX
7862
TX
8907
TX
52825
VA
2160
VA
3433
VA
50822
WA
230
WY
1546
Estuary (discharge to)
FL 37869
Ethanol (production of)
KY 64645
Ethylene (production of)
IA 191 KY 3484 TX 3531
Ethylene Dichloride (production of)
KY 3484 TX 4227
Evaporation (for treatment of
wastewater, also see Ponds,
Evaporation)
AZ 2144 IN 1929
Extended Aeration (Activated
Sludge Treatment)
-Process Waste
GA 1619
IL 34622
MS 191
NC 3450
NC 5266
SC 1490
SC 4286
GA 1791
IA 51993
MS 2941
NC 3522
OH 6327
SC 2453
VA 2160
IL 1244
ME 2216
MS 31704
NC 4243
OK 34321
SC 3255
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 CWA, industry included in
plan)
AL 841 NJ 5746
Farmland Application
ID 809
Fatty Acids (production of)
IA 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
WA 1040
Filter Press
CT 2101 DE 665
IN 3573 KY 3778
NC 4260 ND 370
PA 11894 SC 1856
SC 38121 WI 54500
Filtration
-Backwash water
KY 3484 KY 3514
-Diatcnvaceous 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
IA 3191 NY 7048
VA 2160 WI 3583
-Non-specified
AL 213 CA 81787
00 35394 00 36897
SC 3441
GA 4120
MD 1279
OH 9261
SC 3441
KY 3603
IL 24074
PA 11894
00 1121
CT 3671
Non-specified (Continued)

FL 2771
FL
37869
GA
329
IL 24074
IN
108
KY
3484
KY 64645
IA
3905
MA
26735
MD 1252
MD
2429
MD
2658
MD 54321
ME
22985
ND
370
OH 523
OH
3051
OH
9261
PA 11100
SC
1848
SC
1856
SC 1872
SC
2151
SC
2453
IN 2461
TX
8907
TX
52825
TX 91855




¦Polishing




GA 26735




•Pressure




OK 2429




¦Rapid Sand




00 32158
GA
4332
IL
1830
IL 3794
IN
205
IN
329
IN 3573
IA
771
IA
3689
MD 1155
NC
24350
NE
701
NH 21172
PA
9202
PA
10987
PA 12637
PA
44920
SC
37826
TX 5576




¦Slew Sand




IL 1830
IL
3794
PA
44920
-Straw
CA 55115
-Trickling
IA 2089 VA 3654 VA 50822
WA 21954
-Vacuum
IL 1414
IL
3794
IL
33863
IL 34622
IN
329
IN
45284
MD 981
OR
566
WA
825
:	WI 43583
•
:	First Flush (of storm water,
:	requiring treatment)
;	AL 841 TX 5576
•
:	Fish Tainting Testing
MT 35	SC 3812
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
IA 5291
OH 965
GA 329
IL 33863
IA 3824
NH 469
PA 8885
GA 1201
IA 3191
IA 3905
NY 7269
SC 42188
Flue Gas Desulfurizaton
FL 37869 TX 86
Fluoride Treatment (also see Lime
and Settle Treatment)
CA 4111 WA 299
Fluorocartoons (production of)
NJ 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 (production of)
FL 2771
Gasoline (production of, also see
Petroleum Refining Category in
Effluent Guidelines Index,
40 CER 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 BRJ, but not a
General Permit, also see
Effluent Standards State)
ME 22985 TX 4227
Glycerine Refining Process
NJ 957
Glycols (production of)
KY 2119
Gold (mining of)
AK 43206
Gravity Separation
AK 396 OK 2429 TX 55107
WA 2062
Greige Cloth (non-finished cloth)
GA 3778 SC 2453 SC 3255
Grinding
AK 680
IA 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 (sanelting/refining)
OR 1112
Hall Process (Aluminum Smelting)
WA 299 VJA 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
Hollcware (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)
KY 2780 KY 3484 KY 3603
OR 1597 W7 4405
Hydrocyclane (used for size
classification)
MD 1279
Hydrofluoric Acid (production of)
KY 3603
Hydrogen, Liquid (production of)
LA 3280
Ice Cream (production of)
NJ 4308
Ilmenite (FeTiO , heavy iron-black
mineral used as ore for titanium)
NJ 5746
Imhoff Tank
LA 761 VA 50822
Incineration (of process wastes or
wastewater)
AL 1597 CT 3671 IN 2861
M0 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 MD 2534
NE 507 TX 5576 WA 281
Indirect Discharger (also see
POIW and Pretreatment)
AL 841 CA 55115 CA 57177
VA 5291
Industrial Gases (production of)
IA 3280
Industrial Organic Chemicals
PA 8419
Influent Monitoring (required in
permit)
00 33537
Injection Wells (see underground
injection)
In-Plant Pollution Control
SC 2151
Intake Structure 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 FL 37338 OR 30929
Integrated Facility (see Multi-
Category Plant)
Internal Outfall (limits imposed
on an internal treatment process
flcwing 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
IN
2887
IN 639
IN
2861
KY
3484
KY 3603
IA
761
IA
2771
IA 3115
IA
3751
IA
5606
IA 5851
MA
442
MD
94
MD 981
MD
1252
MD
2429
MD 2658
MD
54321
ME
639
ME 22985
MS
2232
MS
2925
MS 27995
MS
28258
MS
31704
NM 28100
OH
493
OH
6327
OH 9261
PA
11100
SC
1015
SC 1333
SC
3255
SC
38121
SC 38555
SC
42188
ON
1465
TX 3531
TX
52825
VA
2160
VA 3654
VA
4677
VA
5215
VA 5291
VA
5312
WI
1309
WI 37991
WI
43583
WV
867
Ion Exchange




AL 2666
AZ
2144
CA
81787
IA 3689
IA
59901
MA
1554
ME 1406
MS
574
SC
1848
IN 1473
TX
3531
TX
94498
Iron Redox System (for heavy met<
reduction)




TX 8761




Irrigation Systems
(production of)
NE 26565
:	-Spray Irrigation
:	IL 3115 MD 3247 OR 2402
:	VA 3433 WiT 32590
:	Jewelry (production of)
:	MA 4600
:	Joint Permit
CA 5134
19

-------
Keyword Index
Joint Treatment
CA 5134
K-flex Plasticizers (production
of)
VIA 281
Kraft (pulping process,
production of pulp)
AL 841
AL 2801
GA
1201
GA 49336
ID 1163
MS
213
MT 35
OR 221
OR
515
OR 1074
SC 1015
SC
42188
WA 78
WI 3620
WI
37991
Lagoon (also see Ponds)
-Aerated, Aerobic, or Non-specified
AK
841
AL
841
AL 2666
AL
3115
AL
22314
00
1147
00
32158
FL
2593
GA
329
GA
1201
GA
3778
GA
24104
GA
49336
IA
3387
ID
1180
IL
1350
IL
1384
IL
3115
IL
4219
IN
27
IN
205
IN
1350
IN
1414
IN
2666
IN
2861
IN
3581
IA
868
IA
3824
IA
3905
MD
345
MD
1261
MD
3247
MD
370
MD
4863
MS
1970
MS
2232
MS
3042
MS
3212
MS
26140
MT
35
MT
248
NC
3522
NC
4243
NC
4260
NC
6548
NC
23710
NC
35661
ND
248
ND
370
ND
24368
NE
647
NH
396
NJ
5100
NJ
30406
OH
523
OH
965
OR 566
OR
1074
SC
302
SC
1015
SC
1180
SC
1368
SC
3255
SC
37826
SC
42188
SD
299
TX
4839
TX
6271
TX
7862
TX
8907
ITT
507
VA
1295
VA
1660
VA
3051
VA
3654
VA
4677
VA
26557
WA 299
WA
680
WI
2810
WI
3620
-Anaerobic
AR 40304 GA 3778 ID 1180
IL 3417 MS 1783 MS 26140
-Anaerobic (Continued)
ND 24368
NH
396
WA
3000
WV 1261




-Polishing




AL 3247
GA
3778
GA
24104
IN 27
IN
1414
IA
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
-Wastewater
GA 3778	IL 1767 MT 248
OR 2402	PR 23451 SC 302
TX 9105	VA 5312
Iandfilling (see Sludge and Solid
Waste)
KX 2119 KY 3514
laxatives (production of)
MS 2020
Lsachate (also see Goal Pile
Runoff)
-frctti Tailings
00 35394
Lead Ore (mining/milling of)
AK 38652 AK 43206 00 591
Lead, Wastewater Treatment System
IA 761
Leather
PA 9300
20

-------
Keyword Index
Li^itbulbs (production of)
NH 1325
T.-iw> and Settle Treatment
(also see Fluoride Treatment
and Chemical Addition)
-for Fluoride Removal
SC 1848
-for Metals Removal
NE 647
-unspecified
CO 591
Liquid Radwasts 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)
00 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)
(Continued)
GA
3778
GA
4332
GA
24104
GA
26735
GA
49336
IA
2089
IA
3620
ID
1163
ID
1180
IL
1244
IL
2453
IL
3115
IN
27
IN
205
IN
329
IN
2666
IN
2861
IA
60
IA
761
IA
841
IA
868
IA
914
IA
3115
IA
3280
IA
3689
IA
3751
IA
3824
IA
5479
IA
51942
IA
51993
MA
1571
MD
345
MD
981
MD
1252
MD
1279
MD
2429
MD
3247
ME
639
ME
2216
M0
2534
M0
93521
MS
191
MS
213
MS
1970
MS
2232
MS
2941
MS
3042
MS
27995
MT
477
NC
892
NC
3522
NC
3450
NC
4243
NC
4260
NC
5266
NC
6548
NC
23710
NC
24350
NC
35661
NC
42501
NC
51161
NE
60
NE
26565
NH
469
NH
1279
NJ
957
NJ
3166
NJ
3867
NJ
4391
NJ
4952
NJ
5240
OH
493
OH
6327
OK
191
OK
1643
OK
34321
OR
60
OR
141
OR
566
OR
1074
OR
1112
OR
1597
OR
1635
OR
2402
PA
8419
PA
8800
PA
9300
SC
302
SC
1015
SC
1180
SC
1333
SC
1830
SC
1848
SC
1856
SC
2453
SC
3255
SC
24554
SC
26506
SC
38121
SC
42188
IN
1457
TN
1465
TN
1473
TN
2640
TX
4839
TX
7021
TX
7862
TX
8761
TX
52825
TX
64912
UT
507
UT
531
VA
1660
VA
2160
VA
3051
VA
3697
VA
4677
VA
26557
WA
230
WA
264
WA
299
WA
540
WA
931
WA
1040
WI
2798
WI
3620
WI
37991
WV
4405


:	Mass and Concentration Limits
:	(for the same pollutant)
:	CA 4111 CA 5096 CA 5134
CA 55155 CA 57177 CT 515
21

-------
Keyword Index
Mass
and Concentration Limits
-Poles & Pipe


(for
the same pollutant) (Continued)
NE 26565



FL
2771
FL
37869
IA
191




IL
2691
IL
3115
IL
3417
Metals Flotation Mill


IN
639
IN
1350
IN
1929
MT 26336



IN
3581
IN
45284
KY
3603




KY
64645
IA
5851
MA
3361
Methanol (production of)

MD
94
MD
1279
MD
370
TX 3531



MD
4782
MS
671
MS
2020




MS
2941
MS
27995
MS
28258
Methylamines (production of)
MT
35
MT
477
MT
26336
KY 3701



ND
248
ND
370
NE
16




NE
507
NE
647
NE
701
Methylethyl Ketoxime (production
NE
26565
NJ
4952
NJ
5100
VA 5291



NJ
5240
OH
493
OH
523




OH
965
OH
6327
OK
2429
Missle Systems (production
of)
OR
30929
PA
8419
PA
8800
MA 1414


PA
9202
PA
11100
PA
11894




PA
44920
SC
1180
SC
1830
Mixing Zone



SC
1856
SC
2780
SC
3255
AK 23248
FL 37869
HI
191
SC
3441
SC
4286
SC
24554
HI 281
HI 21059
MS
2925
SC
37826
SC
38555
SC
42188
OR 141
OR 221
OR
515
IN
1899
TX
3573
TX
9105
OR 1074
OR 1112
OR
1589
UT
507
VA
3654
VA
4677
OR 1597
OR 1635
OR
1708
VA
5291
WI
2810


OR 2402
OR 2542
OR
30589






OR 30929
OR 2021857
TX
8907
Mass
Derived Concentration
Limits
WA 264
WA 281
WA
1040
AL
302
NH
396
IN
27715
WA 2062



Melamine Resin (production of)
OR 2021857
Mercaptans (production of)
TX 52825
Mercuiy, Wastewater Treatment System
KY 3603 IA 761
Metal Cleaning Waste
-Fewer Plants
AR 1147 FL 37869 MS 2925
LA 3191 IA 5851 TX 86
Metal Fabrication (also see Sheet
Metal Fabrication)
-Structures
NE 647
Model (used to set permit limits)
MS 1970 MS 42188 SC 1015
SC 3255
Molecular Seives (production of)
AL 2666
Molybdenum (mining of)
00 35394
Monitoring or Monitor-Only
(permit or discharge provision,
particularly for toxic
pollutants)
AK 841 AL 108 AL 1970
CA 4111 CA 81787 00 591
00 32158 00 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
KY
2780
KY
3484
FY 3603
IA
60
IA
761
IA 2771
MA
1414
MA
103128
MD 94
MD
345
MD
2429
ME 639
M0
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
CH
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 LA 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
KY
3484
KY
3603
IA 5291
IA
51942
IA
51993
MD 54321
MT
248
MT
477
NJ 957
OR
1597
OR
1635
SC 38121
TN
1465
IN
2640
VA 5291
VA
5312


Neutralization (see pH Adjustment)
New Facility Protection Period,
10-Year (Sec. 306 (d) of the
Clean Water Act, results fran
construction a new treatment
plant to corply with a previous
permit)
SC 2151
New Source and/or New Source
Performance Standards (NSPS)
FL 37869 GA 49336 ID 26468
IN 54267 MS 28258 MS 31704
MT 35 SC 38121 SC 42188
IX 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
23

-------
Keyword Index
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)).
(Continued)
ME 639 ND 248 NH 1341
NJ 5240 OK 1643 SC 302
IN 264 TX 4839 TX 52825
No Discharge (see Zero Discharge)
No Treatment Provided
FL 1040 XL 2267 IN 655
MD 94 MD 2429 NE 26565
Non-contact Cooling Water
(discharge or regulation of)
AK 1015
AL 2801
CT 515
FL 1040
GA 1201
GA 3646
IL 1384
IL 1830
IN 329
IN 3581
KY 3778
IA 2771
IA 51942
MA 1414
MA 3361
ME 639
MD 4782
MS 1970
MS 2941
NC 24350
NE 507
NH 1279
NJ 540
NJ 3166
NJ 5100
OK 1031
OR 2542
AK 37303
AL 3115
CT 1457
FL 37923
GA 1619
IA 3611
IL 1414
IL 2267
IN 639
IN 2861
KY 64645
IA 3115
IA 51993
MA 1554
MD 1252
ME 1406
MD 4863
MS 2232
NC 4243
ND 370
NE 1210
NH 1325
NJ 787
NJ 3867
NJ 29327
OR 141
AL 302
AR 1449
DE 51
GA 124
GA 1791
IL 744
IL 1767
IL 3794
IN 1350
Kf 2119
IA 914
IA 5291
MA 422
MA 3077
MD 2429
ME 22985
MS 191
MS 2925
NC 4260
NE 19
NH 1023
NH 21229
NJ 957
NJ 4391
OH 965
OR 1635
CR 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
IN
1899
TN 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-Degredation
Policy


-of Effluent



CO 32158
OH
523


-of Receiving Stream
00 591
Nonindicator Ccnpounds
IA 54828
Nonyl Ihenol (production of)
WA 281
NFDES Application, Form 2C
(Reported discharge quantity or
concentration used to set limits)
IA 191 MD 2411 SC 1848
TX 9105
NRC License (Nuclear Regulatory
Commission)
GA 4120 SC 1848
NSPS
ID 26468
SC 2151
TX 7862
K£ 73237 MS 28258
SC 38121 SC 42188
TX 94498 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 CR 515
OR 2542

-------
Keyword Index
Nylon (production of)
FL 2488 SC 302 VA 2160
VA 5312
Nylon Resin (production of)
VA 2160
Offeil (disposed, of)
AK 26662
Oil Seeds (production of)
NC 4260
Oil/Water Separation (Flotation,
API Separator, Skimming, etc.)
AK
23248
AL
841
AR
1147
CA
4839
CA
5134
OD
1121
GA
4332
IL
1414
IL
1244
IL
2861
IL
3794
IN
116
IN
205
IN
1929
KY
3701
LA
841
LA
5851
IA
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
NJ
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
WV
116
WV
779
WY 32590
Oral Contraceptives
FR 21407
Oleum (production of)
CA 5134 VA 5291
Organic Intermediates
(production of)
AL 1970 SC 3441 IN 2640
IN 3425 IN 29378
Organic Peroxide (production of)
VA 3433
QRSANOO Water Quality Standards
(used to set limits)
IN 2666
Outboard Motors (production of)
IL 2267
Oxidation
-unspecified
CT 3671 FR 23329
-catalyzed by ultraviolet light
00 36897
Oxidation Tcwer (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
IA
60
IA
41718
MD
2429
MD
2658
M3
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
-Fhysical/Chemical Treatment for
Industrial Wastes
NY 72061
Paper (production of)
SC 1015 SC 38121
Paperboard (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)
IL 2267 NY 247
Pellet Traps (used to catch
plastic pellets in wastewater)
IA 191
Percent Removal
-of raw wastewater pollutants,
target used to set or ocnpare
effluent limits
TX 3531 TX 5567 UT 507
-minuraum percent removal required
as a limit in the permit
ND 248 NJ 4952
Perchlorates (Raw material,
(CIO )
CA 4111
Pesticides (production of)
AL 1970 CA 5134 IN 2861
NY 345 IN 1619
Petrochemicals (production of,
also see Organic Chemicals"
Category (40 CFR 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
CA 55115
IN 108
FH Adjustment (in wastewater
treatment)
AK 23248 AL 213 AL 302
Hi 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
IA 841
LA 3280
LA 3824
IA 5857
MA 1554
MA 26646
MD 981
MD 1261
MD 54321
ME 1406
191
27995
35661
370
647
1279
NJ 3867
NJ 4391
OH 493
OK 191
OK 2429
OR 30589
PA 11100
PA 44920
MS
MS
NC
ND
NE
NH
(Oantinued)
AL 1597
AL 2801
AR 582
CA 4111
CA 81787
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
IA 2771
IA 3441
IA 5479
IA 41718
MA 2151
MD 311
MD 1155
MD 1279
MD 55182
MD 370
MS 2020
NC 4260
NC 58297
NE 60
NH 469
NH 1341
NJ 4006
NJ 5100
CH 523
OK 1031
OR 1112
PA 8800
PA 11371
RI 1139
AL 1970
AL 3247
AR 1449
CA 5134
OO 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
IA 761
IA 3191
IA 3689
IA 5487
MA 1414
MA 3077
MD 345
MD 1252
MD 2658
ME 639
M0 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 11894
SC 914
26

-------
Keyword Index
ffl Adjustment (in wastewater
treatment (Continued)
SC
1180
SC
1473
SC
1490
-Inorganic
SC
1848
SC
1856
SC
3441
IA 761 OH 523
SC
24554
SC
26506
SC
42188
IN
1457
IN
1465
IN
1473
Pistons and Piston Rings
IN
1619
IN
1899
IN
2640
(production of)
IN
27715
IN
29378
IX
3531
IN 1929
IX
5576
TX
6271
TX
7862

TX
8907
ITT
531
VA
2160
Pitch (production of)
VA
3433
VA
3697
VA
4804
IA 868 VA 3433
WA
540
WA
621
WA
680

WA
2062
WI
2798
WI
37991
Plant Expansion (to increase
WI
54500
WV
868
WV
4405
production capacity)
WV
5169
WV
5533
WV
23281
GA 3778
Pharmaceuticals
(production of)
Plastercizers (production of)
IN
2861
IN
3581
NE
701
MD 345
NT
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
Photoprocess ing
SD 299
rhysical/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
Plastic Products (production of)
SC 1830 IN 2640
Plastic Resins (production of)
AL 54704 IA 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 IN 442
TX 5576
27

-------
Keyword Index
Polyester Fiber (production of)
SC 26506
Polyethylene (production of)
IA 191 IA 3689 LA 5479
TX 4839
Polypropylene (production of)
IA 3689 TX 4839
Polystyrene Resin (production of)
MA 442
Polyvinyl Chloride (production of)
GA 329 NJ 4286 NJ 4391
Polyvinyl Pyrrolidone (production of)
KY 3701
etc.
)





AK
396
AK
23248
AK
35165
Polyvinylidene Fluoride (production
AL
22314
AR
37770
CA
4111
of)
CA
5134
00
1121
GA
507
KY 3603
GA
1201
GA
26735
GA
49336

IA
191
IA
2089
ID
892
Ponds (also see Lagoons and Pits)
ID
957
ID
1180
IL
1350
-Cooling
IL
34622
IA
4464
IA
5479
MS 28258
MA
4600
MD
345
MD
370

MS
1775
MS
2941
MS
3042
-Evaporation
MT
248
MT
477
NC
4260
TX 8761
NC
4464
ND
248
ND
24368

OH
965
PA
8419
SC
1015
-Fire
SC
1180
SC
1830
SC
1848
VA 3654
SC
3255
SC
3441
SC
38121

SC
38555
SC
42188
IN
27677
-Lime
TX
3654
TX
9105
VA
3697
CO 41351 00 41360
VA
4677
VA
5312
WY
25950
-Mud
00 41351
-Percolation
FL 37338
-Settling
CO 41360
AK 43206
AL
2666
AL 55239
AL 46370
GA 124
GA
329
GA 1201

GA 24104
IA
191
IN 2887
Potassium Nitrate
KY 3603
KY
64645
IA 841
production of)
IA 2771
MD
311

MS 27995
-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
MD 370
-Unspecified (for biological
oxidation, holding, polishing,
Porcelain (production of)
CO 33537
Porcelain Enameling
OH 965
Post Mining Limits
28

-------
Keyword Index
POIW (Publicly CXmed Treatment
Works)
-Discharge of process wastewater
SC
1368
SC
1490
SC
1856
to
SC
2151
SC
2798
SC
3255
AL 841 IL 2267 MD 370
SC
3441
SC
4286
SC
24554
NC 35661 NJ 957 SC 1856
SC
37770
SC
38555
SC
37826
TX 4227 VA 5291
IN
264
IN
1465
IN
1619

IN
1899
IN
2461
IN
2640
-Requirement to divert process
IN
3425
IN
27715
TX
2933
waste to
TX
3654
TX
3948
TX
8761
NH 1279 m 23451
TX
64912
TX
77593
UT
531

WI
2798
WI
2810
WV
779
Poultry Processing
WV
1261
WV
2542
WV
4405
MS 26140 NC 6548
PPG (Raw material)
CA 4111
Precious Metals Ores
MT 26336
Pretreatment (also see Indirect
Discharger and POIW)
AK 841 00 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
IA
841
IA
914
IA
5487
IA
49492
IA
59846
MA
1414
MA
1554
MA
2151
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
ME
639
ME
1406
ME
2861
M0
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
set new limits)
Limits (used to
(Continued)
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
Process configuration (numerical
parameter used to describe the
capacity of a petroleum
refinery, see 40 CFR 419)
IN 108 GA 4332 IA 51942
ND 248
Production
-Increase provided for in permit
GA 3636
KY 3603
NE 701
SC 38121
TX 52825
GA 3778
NC 23710
IA 51993
SC 42188
TX 56592
IN 2861
NE 507
OH 965
TX 7862
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)
MO 4782 MD 4863
Pump Hour Meter and Pump Curve
(to record flew)
FL 37869
Rainfall Event (permit limits
related to rainfall, e.g., 10
year, 24 hour rainfall event,
10Q24)
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
00 32158 IN 2861
SC 1848 SC 2151
WA 281
NJ 5746
SC 38121


-Program required to reduce fresl
Pumps (production of)

water usage




M0 2411

OR 515
OR
2542
WA
264
P7C Resin (production of)
-Wastewater




MS 1970 OK 1031

AK 23248
AL
26328
AL
29378


CA 4111
CA
4464
FL
37923
Quality Assurance Program for
GA 2356
IL
2691
IN
1929
Wastewater Monitoring

K£ 3603
KY
64645
ME
1406
(EPA Region 2)

M0 370
MD
1121
MS
671
NY 540 NJ 957
NJ 4308
MS 28258
mt
477
NC
4243
NJ 5240 FR 23329
m 23451
NC 35661
ND
24368
NE
19


NH 1341
NJ
4286
FR
1708
Radium Reduction

PA 8885
SC
1368
SC
2151
MN 28100

IN 1457
TX
86
TX
8761


WA 37265
WV
779


Red Book, EPA (Water Quality
Standards used to set limits,
also see Blue Book, EPA)
AL 29378
AL
46370
FL
37869
SC 1473
IL 1244
IL
3794
IL
4219

IN 54267
MD
55182
SC
3255
Regenerate Wastewater (also see
Ion Exchange)
-Ion Exchange, unspecified
NE 701
Rendering
MS 26140
30

-------
Keyword Index
Recpener 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
KX
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
MD
4782
MS 213
MS 1783
MS
3212
MS 28258
NC 3522
NC
4243
NC 4952
NC 4260
NC
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
TN 2640
IN 3425
IN
1899
TN 27715
IN 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)
00 32158 WA 25721
Ribose (production of)
NJ 4952
31
Rivets (production of)
KiT 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 W 779
Rubber (production of)
GA 329 LA 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
Salinity (regulation of)
00 33537
Sanpling, proportional to flew
IN 1465
Sanitary Treatment
IL 744 IL 1414 IL 1384
IL 1767 IL 1830
Sanitary Waste
-Discharge to F0IW
AR 1449 CA 4111 CA 57177
00 32158 MD 94	MD 4863
MS 671 NJ 787 NJ 957
OR 515 TX 5576 VIA 230
WA 281
-Joint treatment with process
waste
00 33537 KY 3603 KY 3484
K¥ 3701 KY 64645 MS 2941
NE 701 NJ 4286 OR 141
SC 302 VA 5312

-------
Keyword Index
-Separate treatment on site
(also see Package Plant)
AL
302
AL
1970
CA
4111
FL
37869
IL
744
IL
34622
IN
2861
LA
3191
IA
5851
IA
59901
MD
2658
MS
2232
MS
2925
MS
28258
MS
31704
NE
647
NE
26565
OH
9261
OK
2429
OR
1708
OR
2542
PR
23451
SC
1848
SC
38121
SC
38555
SC
42188
TX
1465
TX
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	:
Ki 3484 K¥ 3701	WA 229 :
-Discharge of	:
IA 2089 MD 345	MD 2429 :
MS 28258	:
Seafood Processing	:
AK 1015 AK 26662	AK 37303 :
32
Secondary Treatment (unspecified
biological treatment)
MS 31704 SC 1872 VA 3697
VA 4677 VA 1660
Secondary Treatment Standards
(40 CFR 102 and 40 CFR 133,
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
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
M0 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
IA
319
IA 585
IA
868
IA
3280
IA 3441
MD
1155
MD
2429
MD 2658
MD
55182
M0
370
MD 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


-------
Keyword Index
Semiconductor Circuits
FL 34690 PA 11100
Septic Tank (generally for
sanitary wastes)
IL 4219 KY 3701 IA 841
IA 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
Kir
3603
KY
3701
ME
2216
MS
213
MS
31704
MT
35
MT
248
ND
24368
NJ
4286
NJ
4391
OH
9261
OR
566
OR
2402
PA
8800
SC
1015
SC
1180
SC
1830
SC
3441
ur
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
KT
3701
KY
64645
IA
761
IA
841
IA
3191
IA
3689
IA
3905
IA
5479
MA
1414
MA
2151
MA
3361
MD
94
MD
345
MD
981
MD
1155
33
-Secondary or Final (Continued)
MD
1252
MD
1279
MD
55182
ME
1406
M0
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
IN
27715
TX
86
TX
3531
TX
5576
TX
7021
TX
52825
VA
4677
VA
26557
WA
230
WI
2810
WI
3620
WY
1546
Sheets and Pillowcases
(production of)
SC 3255
Shipbuilding and Repair
IA 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

-------
Keyword Index
Skimming
(also see Oil/Water Separation)
AL 1970 AL 55239 FL 2488
K1 3701 IA 3689 NC 24350
NC 51161 OH 9261 PA 12637
SC 1180 TX 3654 TX 4839
Slimicide (use or treatment of)
FL 2488 NJ 540
Sludge (treatment, dewatering,
arid disposal)
-Aerobic Digestion
GA 1791
MD 2429
OR 141
SC 2453
SC 38121
IL 1244
NC 3450
SC 1333
SC 3255
IN 3573
NC 3522
SC 2151
SC 26506
-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
SC 1473
IN 25079
SC 24554
ND 370
PA 8419
TN 2640
WI 37991
KY 3701
-Chemical Addition
TO 2640 VA 26557
-Coil Filter
WI 3620
-CJilorination
MA 4600 NH 469
VA 1660
-Dewatering, unspecified
AL 2801 AL 205 IL 1414
NC 4260 OR 60 PA 9300
SC 1180 WA 2062
-Drying Beds
AR 36544 CT 1007
CT 1708
-Drying Beds
GA 507
KY 73237
NC 892
NJ 4286
SC 914
SC 2453
TN 442
(Continued)
IL 1724 IL 24074
IA 3905
NC 3450
PA 10987
SC 1180
SC 2780
-Gravity Filtration
ND 370 NJ 4120
-Heat Drying
IL 2861 PA 8885
-Incineration
AL 1597 KY 3603
PA 8419
-Lagoon
AL 302
GA 1201
IN 2666
SC 1015
SC 3255
AL 2666
IL 1350
KY 3603
SC 1180
SC 3441
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
-Land Application
CA 5134
GA
507
GA 2160
IL 1350
IL 2861
KY 3701
MT 477
NC
3522
NC 4260
NC 5266
NC
6548
OR 141
SC 1333
SC
1368
SC 2151
SC 3255
SC
26506
IN 442
IN 1457
VA
1660
VA 3433
WA 230
WI
3620
WI 37991
-Landfilling
EE 51
GA 3778
IL 34622
KY 2119
MD 2429
MS 213
OR 1112
PA 11894
TN 1457
GA 329
IL 1724
IN 3573
MA 26646
ME 1406
NH 1341
PA 8419
SC 24554
WA 2062
GA 507
IL 24074
IN 45284
MD 311
MD 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
NE 647 OK 2429
-Thickening
-Used as Fuel
MS 2941
-Vacuum Filter
IL 1414 GA 1619
IN 45284
MA 1414
ME 1406
NY 345
CM 965
PA 9202
KY 2119
MD 311
MO 3262
NY 1228
OR 566
IN 1457
WI 37991
MD 93521
IN 27715
AL
22314
CT
515
GA
1619
GA
2160
GA
3778
IL 24074
IN
329
IN
2861
KY
2119
KY
73237
LA
3191
MA
1554
MA
26735
MD
2429
ME
1406
NC
3450
NC
5266
NE
701
NH
1341
NJ
4286
OH
493
PA
8419
PA
10987
PA
11894
PA
44920
SC
1180
SC
2151
SC
38121
TN
1457
VA
5215
VA
26557
WA
2062
WI
3620
WI
37991




IN 329
IA 3191
MD 981
MS 213
OH 493
PA*8419
VA 26557
Sodium Sulfate (production of)
NJ 4952
Solid Fuel, Racket (production of)
CA 4111
Solid Vasts
-Disposal Off-site
AK 1015
-Landfill
AL 22314
FL 37869
IA 5606
PA 8885
TX 77593
WV 787
AL 46370
IA 3387
MD 2429
SC 38121
WA 264
CA 4839
KY 73237
NY 1228
TX 86
WA 37265
-Management Plan Required
MD 1155 WA 281 WA 931
Solids Separation
AK 26662 IA 5487 IA 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)
WA 825
AL
213
AL
22314
AL
46370

AZ
2144
CO
591
CO
36897
-V-Press
00
41351
CO
41360
FL
2488
MS 213
IA
2089
IL
33863
IA
841

IA
59901
OR
60
OR
221
Sodium Chlorate (production of)
OR
515
OR
566
OR
1074
KY 3603 MS 2232 OR 1597
OR
1597
OR
1708
OR
2402

OR
30589
OR
30929
m
23329
Sodium Silicate (production of)
WA
78
WA
264
WA
621
IN 329 IA 761
WA
680
WA
809
WA
931

WA
1040
WA
1091


Spray Irrigation
FL 2593 MD 3247
35

-------
Keyword Index
Stabilization Basins (also see
lagoon, Pond and Activated
Sludge)
AL 3115
AL 3247
IL
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 IN 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
Storm Water, Treatment and/or
Discharge with Limits
AK
23248
AL
108
AL
841
AL
1970
AL
2801
AL
29378
AR
680
AR
36544
CA
5134
CA
55115
CA
57177
DE
51
FL
2488
GA
329
IA
191
IL
2267
IN
1929
KY
2119
KY
3484
KY
3701
IA
841
IA
2771
IA
5291
IA
41718
IA
54828
MA
3361
MD
94
MD
1155
MD
2429
MD
370
MD
4782
MD
4863
MS
1970
MS
2232
MS
2941
ND
248
ND
24368
NJ
540
NJ
787
NJ
4286
NJ
4391
NJ
4952
OK
191
OK
1031
OK
1643
OK
34321
OR
2021857
SC
1856
SC
38121
IN
1457
IN
1619
IN
2640
TX
3531
TX
4227
TX
6271
TX
7021
TX
52825
VA
1015
VA
5291
WA
281
Stream Classification Standards
00 591 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
IA
3280
IA 3441
OK
1643
PA
44920
SC 1848
TX
77593
WV
5533
¦Not Specified
KY 2780 IA 51942
-Rienol
CA 5134
36

-------
Keyword Index
-Steam
LA 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
UT 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 (CERCEA)
CA 4111
Surfactants (production of)
K£ 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, ail so see
Leachate)
CO 35394
37
Tall Oil (Production of or use as
raw material)
AL 841 IA 868
Tank Farm (wastewater frctn)
NC 42501
Tantalum (smelting/refining)
OR 1112
Technology-Based Limits (other
than Effluent Guidelines, also
see Treatability Manual, EPA)
AK 23248 KY 2771 IA 3115
IA 41718 MA 442
Technology Transfer (of limits from a
different Effluent Guideline
Category)
NH 1023 OK 191
Telecanmunication Equipment
(production of)
AR 1449
Telephone Apparatus (production of)
NE 507
Temperature Survey
MA 37265
Terephthalic Acid (production of)
AL 108 SC 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

-------
Keyword Index
Titanium Dioxide (production of)
DE 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
IL 33863
IN
205
IN
655
IN
1929
IN
3573
OH
3051
OH
5142
ur
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
38
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,
used to set limits)


MS 1970
MS
27995


Toxicity (of wastewater
, also se<
Bioassay)




AL 1970
KY
73237
MD
1261
ME 2861
PA
11100
WV
868
Toxicity Control Plan


ID 26468




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
Toxicity Testing
(see Bicmonitoring)
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

-------
Keyword Index
Treatment Plant Capability (used
to set limits; also see
Statistical Analysis)
AL 841
KY
2119
MD
1155
MS 671
NC
892
NJ
3166
NJ 4391
NJ
5240
OR
515
OR 2542
SC
3441
TX
4839
TX 5576
WA
78


Trickling Filter
-Conventional
AK 841 TX 3531
TX 5606
GA 1201
MS 2941
LA 5291
TX 7439
Underground Injection
AL 1970 AR 680
MS 1775 IN 1465
TX 8907 TX 9105
Uranium (mining)
WA 25721
Uranium (production of)
LA 59901 NM 28100
Uranium Hexafluoride Conversion
Facility
OK 191
Uranium Hexafluoride Gas
(production of)
SC 1848
Uranium Oxide (production of)
SC 1848
Urea (Production of)
NE 60	OR 1635
Utility Wastewater
KY 3701
OR 2021857
-Plastic Media (Oxidation Tcwer)
Variable Limits



NE 701
-Seasoned





AK
23248
AL
3115
CO
32158
Trifluralin
GA
1619
GA
49336
IL
2267
(pesticide, production of)
IL
2691
IL
3115
IL
3794
IN 2861
IN
108
IN
1414
IN
2666

IN
2861
IN
3581
LA
868
Turbidity Sensor
MD
311
MD
1155
MD
3247
MD 1279
MD
54321
MS
1970
MS
2941

NC
3450
ND
24368
NH
396
Ultrafiltration
OH
965
OH
1708
OR
60
ME 639 SC 1473
OR
515
OR
566
OR
1074

OR
1112
PA
8419
PA
8800
Unbleached Kraft Pulp
SC
2453
IN
2640
VA
2160
-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 Flew,
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
39

-------
Keyword Index
Vegetables (processing of)
ID 1180 OR 2402
Vinyl Chloride (production of)
KY 3484 LA 761
AK
396
AK
23248
AK
37303

AK
43206
AL
108
AL
1970
Vinyl Ethers (production of)
AL
3115
AL
3247
AL
26328
KiT 3701
AL
29378
AL
54704
AL
55239

AR
1147
CA
4111
CA
4464
Vinylidene Fluoride (production of)
CA
4839
CA
29491
CA
55155
Kir 3603
CA
57177
CA
81787
00
248

00
591
00
1121
00
1147
Vitamins (production of)
00
32158
00
35394
00
36897
NJ 4952 PA 8419
00
41351
00
41360
CT
1007

cr
1708
CT
2101
CT
2437
Waiver (of permit limits, also
DE
51
FL
2488
FL
2593
see Variance)
FL
37338
FL
37869
FL
37923
AR 1147
GA
507
GA
1791
GA
3646

GA
24104
GA
26735
HI
191
Waste Acid Regeneration
HI
21059
IA
3611
IA
3387
00 32158
ID
1163
ID
1180
ID
25259

ID
26468
IL
744
IL
1244
Waste Disposal Plan
IL
1350
IL
1384
IL
1414
AK 37303
IL
1724
IL
1767
IL
1830

IL
2267
IL
2356
IL
2453
Waste Processing Facility
IL
3115
IL
3149
IL
3417
NJ 5240
IL
3794
IL
4219
IL
24074

IL
33863
IL
34622
IN
27
Wasteload Allocation
IN
108
IN
116
IN
329
FL 2488 IN 329 MS 2941
IN
639
IN
655
IN
1414
MS 3042 MS 26140 MS 31704
IN
1929
IN
2666
IN
2861
NC 7285 NC 42501 NC 51161
IN
3573
IN
3581
IN
45284
NC 68004 NC 72648 SC 4286
KY
2119
KY
2780
KY
3514
SC 1848 SC 37770 SC 38121
KY
3603
KY
3778
KY
3786
TX 3531 TX 7021 VA 5215
KY
64645
KY
73237
LA
841

IA
868
IA
914
IA
2771
Wastepaper (use of)
IA
3115
IA
3191
IA
4740
IN 1350
IA
5851
IA
51993
IA
59901

MA
442
MA
1554
MA
1571
Wastestream Segregation (of raw
MA
2151
MA
3077
MA
3361
waste, prior to treatment)
MA
4600
MA
26646
MA
26735
M0 370 PA 11371
MD
311
MD
1155
MD
3247

ME
1406
ME
2861
M0
4863
Water Pollution Control Program
MS
574
MS
1775
MS
1783
PI 21539
MS
2925
MS
2941
MS
3042

MS
3212
MS
26140
MS
31704

MT
26336
NC
3450
NC
3522

NC
4260
NC
4952


Water Quality (Criteria/Standards
used to set limits, also see Blue
Book, EPA Red Book, EPA, and Gold
Book, EPA)
40

-------
Keyword 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
IR 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	TN 27677
IN 27715	TN 29378	TX 2411
TX 2933	TX 3531	TX-3573
TX 4227	TX 7021	TX 7862
TX 8761	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 Mangement 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 MD 4863
Wetlands
FL 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
-of 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/milling of)
AK 38652 AK 43206 00 591
IN 1899
Zirconium (smelting/refining)
OR 1112
41

-------
smMmrGmmjms maex

-------
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 m 1546
406
407
408
409
410
40 CFR
411	Cement Manufacturing
412	Feedlots
413	Electroplating
MO 2411 MS 671
PA 11100 PA 11371
414	Organic Chemicals, Plastics &
Grain Mills


Synthetic Fiber Manufacturing
IA 3620
IN
27
AL
108
AL 1597
MD 2534


AL
2666
AL 3247



AL
54704
AR 37770
Canned and Preserved Fruits
FL
2593
FL 1040
and Vegetables Processing
IA
191
IL 1350
ID 1180
IL 3115
IL
1767
IL 1929
IL 3417
OR 2402
IL
3140
IN 1414
ME 2216


K£
1431
KY 2119



KY
2780
KiT 3484
Canned and Preserved
KY
3514
KY 3603
Seafood Processing
KY
3701
IA 761
AK 663
AK
680
IA
841
IA 892
AK 1015
AK 26662
IA
914
IA 3441
AK 27511
AK
37303
IA
3689
IA 3905
IA 4740


IA
59846
MA 442



MD
345
MS 1775
Sugar Processing
MS
1970
NC 892
CO 41351
00
41360
NC
4952
NJ 1732
HI 191
HI
281
NJ
2640
NJ 3166
MT 248
ND
24368
NJ
4006
NJ 4286



NJ
5100
NJ 30406
Textile Mills

OH
6327
OK 1031
GA 1791
GA
24104
OR
2021857
SC 302
GA 3778
NC
23710
SC
914
SC 1180
NC 3522
NC
3450
SC
1333
SC 2798
NC 35661
NC
4243
SC
3441
SC 26506
NH 1279
SC
1368
SC
37826
IN 442
SC 1490
SC
2151
IN
1457
IN 2640
SC 2453
SC
3255
TN
3425
IN 29378
IN 2330
VA
1295
TX
3531
IX 3948
VA 3051
VA
4677
TX
5576
TX 7021
VA 50822
WA
230
TX
7439
TX 8907
WV 1261


TX
52825
TX 77593
1

-------
Effluent Guidelines Index
40 CFR
40 CFR
414
Organic Chemicals, Plastics &
Synthetic Fiber Manufacturing
(Continued)
VA 3654
VA 5312
WV 787
WV 4405
VA 2160
VA 5291
VIA 281
WV 868
WV 5169
415
Inorganic Chemicals
Manufacturing
AL
213
AL
26328
AR
680
AR
1171
CA
5134
CA
6165
DE
51
GA
3646
IN
329
KY
1431
KY
2780
KY
3484
KY
3603
KY
64645
IA
761
IA
2771
IA
3280
IA
41718
MD
311
MD
1261
MS
2232
NJ
2640
NJ
3867
OH
493
OH
523
OH
958
OK
191
OR
1597
IN
1465
IN
2461
TX
2933
VA
5291
WA
37265
WV
2542
416	Plastics and Synthetic
Materials
FL 2488 IA 191
IL 34622 LA 5479
NJ 4391 SC 1333
TX 4839
417	Soap and Detergent
Manufacturing
IL 2453 IA 5291
418	Fertilizer Manufacturing
AK 663	CA 5134
GA 2071	GA 2356
IA 3522	IA 3387
MS 574	MS 27995
418	Fertilizer Manufacturing
(Continued)
NE 60 OR 1635
TX 9105 VA 5291
419	Petroleum Refining
420
421
AK
396
AK
841
CA
5096
CA
5134
CA
55115
CA
57177
OO
1147
GA
4332
IL
1244
IL
2861
IL
4219
IN
108
IA
3115
IA
51942
LA
51993
MA
22225
MT
477
NC
24350
ND
248
PA
12637
TX
4227
TX
6271
TX
7862
UT
507
WV
4626
WY
442
Iron
and Steel

Manufacturing

AL
3247
AL
55239
FL 2771
IL
2691
IL 3794
IN
205
IN
45284
MD
981
MD 370
ME 26565
WV 23281
NE 1210
NY 574
Nonferrous Metals
Manufacturing
AR 582
LA 4464
MD 2429
WD 1121
OK 1643
OR 1708
WA 78
WA 540
WA 680
WA 931
FL 37923
IA 5606
281
NY 1732
OR 60
UT 531
WA 299
422 Fhosphate Manufacturing
2

-------
Effluent Guidelines
40 CFR
40 CFR
423 Steam Electric Power
Generation
430 Pulp, Paper and Paperboard
(Continued)

AR 1147
CO
1121
MS
31704
NY 7269

FL 37869
GA
4120
OK
34321
OR 221

IA 3611
IN
116
OR
515
OR 566

IN 2887
IA
3191
OR
1074
PA 8885

LA 5851
MD
94
SC
1015
SC 38121

MD 2658
MD
54321
SC
42188
VA 1660

MS 2925
MS
28258
WA
264
WA 621

NC 58297
ND
370
HA
809
WA 825

CXI 9261
OK
2429
WA
1040
WA 1091

TX 86
TX
3573
WA
3000
WI 2810

VA 1015
WI
43583
WI
3620
WI 37991

WY 3115









431 Builders Paper and Board
424
Ferroalloy Manufacturing
Mills


MS 2232
IN
27715
SC
42188

425
Leather Tanning and
432 Meat
Products & Rendering

Finishing


IA 2089
MD 3247

IN 2666
NH
396
MS
1783
MS 26140

PA 8800
PA
9300
NC
6548

426
Glass Manufacturing
433 Metal Finishing

CA 4839
IL
1384
AR
1449
CT 515

RI 1180


cr
1007
CT 1457




CT
1708
CT 2101
427
Asbestos Manufacturing
CT
2437
CT 3671

CA 4464


GA
26735
IL 1414




IL
1724
IL 33863
428
Rubber Processing
IN
205
IN 639

GA 329
IL
1414
IN
655
KY 3778

LA 914
IA
3824
KY
3786
KY 73237

IA 3905
TX
3654
MA
1414
MA 1554




MA
1571
MA 2151
429
Timber Products
Processing
MA
3077
MA 3361

CA 81787
MS
3042
MA
4600
MA 26646

NC 5266
OR
515
MA
26735
MD 1155

OR 2542
WI
2798
ME
1406
ME 22985




NC
4260
NE 19
430
Pulp, Paper
and
Paperboard
NE
507
NE 647

AL 2801
AL
3115
NE
1210
NH 1341

GA 1201
GA
49336
NH
21148
NH 21229

ID 1163
IN
1350
OH
965
OH 3051

MS 191
MS
213
OH
5142
PA 10987

MS 2941
MT
35



3

-------
Effluent Guidelines Indies
40 CFR
40 CFR
433
434
435
436
437
438
440
Metal Finishing
(Continued)
PA 11371
PA
44920
RI 1139
SC
1473
SC 1872
SC
24554
SC 2780
SC
4286
TN 1473
TN
1899
UT 531
WI
1309
WI 54500


Coal Mining


AL 46370
MD
55182
IN 54267


Oil and Gas Extraction
LA 49492
Mineral Mining and Processing
Water Supply
Miscellaneous Food &
Beverage Processing
FR 23329 TX 55107
439 Pharmaceutical Manufacturing
GA 1619
IN 2861
MS 2020
NJ 540
NJ 4952
FR 21407
TX 64912
IL 24074
IN 3581
NE 701
NJ 2666
PA 8419
ER 23451
441
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
00 33537 MD 1252
PA 11894
452	Concrete Products
453	Shore Receptor & Bulk
Terminals
AK 23248 TX 91855
454	Gum and Wood Chemicals
Ore Mining and Dressing
Industries
AK 35165 AK 38652
AL 841 LA 868
AK 43206 AR 582
VA 3433
AZ 22144 CO 248

00 591 00 35394
455 Pesticides
ID 167 ID 25259
AL 1970 CA 5134
ID 26468 MO 1881
IN 2861 KY 1431
MT 26336 NJ 5746
LA 5487 MS 3212
NM 28100 TN 1759
MS 27995 NY 345
TX 94498 WA 25721
TN 1619 TX 7439
WV 25950


456 Adhesive & Sealants
Transportation Industries
Industries
4

-------
Effluent Guidelines Index
40 CFR
40 CFR
457
458
459
460
461
462
463
464
465
466
467
468
469
Explosives
Carton Black
Photographies
00 32158 SD 299
Hospitals
Battery Manufacturing
SC 1856
Edible Oils
Plastics Molding and
Forming
IL 24074 OH 965
SC 1830
Metal Molding and Casting
(Foundries)
AL 3247
IL 1830
IL 33863
NH 1023
WI 1309
AL 29378
IL 2267
IN 3573
NY 574
Coil Coating
AL 302 IL 1724
TX 55107
Porcelain Enameling
MD 1155 OH 965
WI 1309
Aluminum Forming
AL 302 GA 124
GA 507 M0 93521
NJ 29327 IN 264
WV 779
Copper Forming
PA 9202
Electrical and Electronic
Products
FL 34690 FL 37338
469
470
Electrical and Electronic
Products (Continued)
NY 1228 OR 1589
OR 30589 OR 30929
PA 5444 PA 11100
SC 38555
Shipbuilding
LA 60
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 MD 4782
OH 965

-------
Effluent Guidelines Index
40 CFR
No Effluent Guidelines Category
Designated
AR
36544
-
Cellulose Food Casings
CA
4111
-
Aerospace Industry
CA
0029491-
Signetics Corporation
00
36897
-
Magnetic Tape Manufacturing
GA
2160
-
Caprolactum Manufacturing
IL
744
-
Electrical Cable
LA
54828
-
Hazardous Waste Management
IA
59901
-
Uranium Production
ma
103128
-
Massachusetts Water Resources Authority
MD
4782
-
McDonnell Aircraft Co.
MD
4863
-
Weapons Manufacturing
NC
42501
-
Triad Terminal Co.
NC
51161
-
Plantation Pipe Line Co.
NC
72648
-
Gant Oil Co.
NH
469
-
Specialty Electrical Papers
NH
1325
-
Miniature Licpittoulbs
NH
21172
-
EnviroSystems, Inc.
NJ
787
-
Chemical Blending Facility
NJ
5240
—
Waste Processing Facility
NY
7048
-
Capacitors
RI
21610
_
Aqua KLeen Inc.
SC
1848
-
Nuclear Fuel Production
SC
40517
-
Thermal Oxidation Corporation, Inc.
TX
8761
-
TML & TEL Anti-knock Compounds
VA
26557
-
Reconstituted Tobacco
VA
3697
-
Nuclear Reactor Cores
WA
21954
-
Dept. of Defense - Fort Lewis
WV
116
-
Mining Equipment
WV
5533
-
Lithographic Platemaking
WY
32590
-
Union Pacific Railroad Co.
6

-------
(tRIOftrrrPOLIO;.hDEX

-------
PRIORITY POLLUTANT INDEX
- 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.	'acenaphthene
2.	'acrolein
3.	•acrylonitrile
4.	'benzene
5.	'benzidine
6.	'carbon tetrachloride
~Chlorinated Benzenes
7.	chlorobenzene
B. 1,2,4-trichlorobenzene
9.	hexachlorobenzene
~Chlorinated Ethanes
10.	1,2-dichloroethane
11.	1,1,1-trichloroethane
12.	hexachloroethane
13.	1,1-dichloroethane
14.	1,1,2-trichloroethane
15.	1,1,2,2-tetrachloroethane
16.	chloroethane
~Choroalfcyl Ethers
17.	bis(chlorcmethyl) ether
18.	bis(2-chloroethyl) ether
19.	2-chloroethyl vinyl ether
~Chlorinated Naphthalene
20.	2-chloronaphthalene
~Chlorinated Phenols
21.	2,4,6-trichlorophenol
22.	paraehlorometa cresol
23.	~Chloroform
24.	'2-chlorophenol
~Pichlorobenzenes
25.	1,2-dichlorobenzene
26.	1,3-dichlorobenzene
27.	1,4-dichlorobenzene
~Dichlorobenzidine
28.	3,3'-dichlorobenzidine
~Pichloroethylenes
29.	1,1-di chloroethylene
30.	1,2-trans-dichloroethylene
31.	~2,4-dichlorophenol
~Dichloropropar.e and Dichloropropene
32.	1,2-dichloropropane
33.	1,2-dichloropropylene
34.	*2,4-dimethylphenol
~Dinitrotoluene
35.	2,4-dinitrotoluene
36.	2,6-dinitrotoluene
37.	* 1,2-diphenylhydrazine
38.	'ethylbenzene
39.	'fluoranthene
~Haloethers
4 0. 4-chlorophenyl phenyl ether
41.	4-brcmophenyl phenyl ether
42.	bis(2-chloroisopropyl) ether
43.	bis(2-chloroethoxy) »ethane-
~Halomethanes
44.	methylene chloride
45.	methyl chloride
46.	methyl bromide
47.	bronoform (tribrcrnomethane)
48.	dichlorobrcmomethane
49.	trichlorofluoromethane
50.	dichlorodifluoromethane
51.	chlorodibrooomethane
52.	*hexachlorobutadiene
53.	~hexachlorocyclopentadiene
54.	~isophorone
55.	'naphthalene
56.	~nitrobenzene
~Nitrophenols
57.	2-nitrophenol
58.	4-nitrophenol
59.	~2,4-dinitrophenol
60.	4,6-dinitro-o-cresol
~Nitrosandnes
61.	N-nitrosodimethylamine
62.	N-nitrosodiphenylamine
63.	N-nitro»odi-n-propylamine
64* ~pentachlorophenol
65. ~phenol
1

-------
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
7 9.	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.	•dLieldrin
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-BHC-Alpha
103.	b-BHC-Beta
104.	r-BHC-Gamma (lindane)
105.	g-BHC-Delta
•Polychlorinated Biphenvls (PCB's)
106.	PCB-1242 (Arochlor	1242)
107.	PCB-1254 (Arochlor	1254)
108.	PCB-1221 (Arochlor	1221)
109.	PCB-1232 (Arochlor	1232)
110.	PCB-1248 (Arochlor	1248)
111.	PCB-1260 (Arochlor	1260)
112.	PCB-1016 (Arochlor	1016)
113.	*toxaphene
Metals, Asbestos and Cyanide
114.	*antimony (total)
115.	*arsenic (total)
116.	^asbestos
117.	*berylliuni (total)
118.	*cadnvium (total)
119.	*chromium (total)
120.	*copper (total)
121.	*cyanide (total)
122.	*lead (total)
123.	*mercury (total)
124.	•nickel (total)
125.	*seleniun (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 Katural Resources Defense Council. Inc.
v. Train.
2

-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
PRIORITY POLLUTANT INDEX
- Part F -
Acenaphthene
nucu up i u ic
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
NJ
4286
PA 11371
IN
442
Acrylonitrile

AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
PA
11371
TX 52825


Benzene


AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
IA 841
MA
22225
MD 345
NJ
4120
NJ 5100
NY
7048
PA 8419
PA
11100
TX 3531
TX
3654
TX 3948
TX
4227
TX 8907
TX
52825
WA 281


Benzidine
Carton Tetrachloride
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
6. Carton Tetrachloride
(Continued)


KY 3484
KY
3514
KY 3603
KY
3701
MD 345
NJ
5100
TX 7439
TX
8907
TX 52825
WA
281
WV 4405


7. Chlorobenzene
AL
108
AL
3247
FL
2593
FL
34690
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
NJ
4120
NJ
5100
TX
2933
TX
52825
, 2,4-Trichlorobenzen<
AL
108
AL 3247
FL 2593
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
NJ
4120
NJ
5100
NY
7048
TX
52825
WA
281
9.	Hexachlorcbenzene
AL 108	AL 3247
FL 2593	IA 191
IL 1767	KY 2119
KY 3484	KY 3514
KY 3603	KY 3701
MD 345	TX 52825
10.	1,2-Dichloroethane
AL 108	AL 3247
CO 32158	00 36897
FL 2593	IA 191
IL 1767	KY 2119
KY 3484	KY 3514
KY 3603	KY 3701

-------
Priority Pollutant Index
10.	1,2-Dichloroethane (Continued)
MD 345 NJ 787
NJ 5100 TX 7021
TX 8761 TX 52825
WA 281 WV 5169
11.	1,1,1-Trichloraethane
AL
108
AL
3247
CA
29491
FL
2593
FL
34690
IA
191
IL
1767
IL
1830
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
MD
981
MD
2411
NJ
787
NJ
5100
PA
11100
RI
1139
TX
52825
WA
281
WV
116


12.	Hexachloroethane
AL 108	AL 3247
FL 2593	IA 191
IL 1767	KY 2119
KY 3514	KY 3603
KY 3701	MD 345
NJ 5100 TX 52825
13.	1,1-Dichloroethane
AL 108
AL
3247
CA 29491
FL
2593
FL 34690
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
MD
2411
NJ 787
TX
52825
WA 281


1,2 -Trichloroethane
AL 108
AL
3247
00 36897
FL 2593
IA 191
IL
1767
KY 2119
KY
3484
KY 3603
KY
3701
MD 345
NJ
787
NJ 5100
TX
52825
WA 281


AL
3247
IA
191
KY
2119
KY
3514
KY
3701
MD
2411
TX
52825
15. 1,1,2,2-^trachloroethane
KY 3484
16. Chloroethane
AL 108
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
NJ 5100
WA 281
17.	Bis (chlorcmethy 1) Ether
18.	Bis (2 -chloroethyl) Ether
KY 2119
19.	2-Chloroethyl Vinyl Ether
20.	2-Chloronaphthalene
21.	2,4,6-Trichlorcphenol
AL 2801 GA 1201
MS 191 MS 213
MS 2941 MS 31704
WA 281
22.	Parachlororreta Cresol
23.	Chloroform
AL 108	AL 3247
00 36897	FL 2593
IA 191	IL 1767
KY 2119	KY 3484
KY 3514	KY 3603
KY 3701	MD 345
MD 1155	MS 213
MS 31704	NJ 787
NJ 5100	PA 8419
PR 23451	TX 7439
TX 52825	WA 281
24.	2-Chlorqphenol
AL 108	AL 3247
CO 32158	FL 2593
IA 191	IL 1767
KY 2119	KY 3484
4

-------
Priority Pollutant Index
24.
25.
to
27.
25.
26.
28.
29.
2-Oilorophenol (Continued)
KY 3514 KY 3701
MD 345 NJ 5100
NJ 41206 TX 52825
WA 281
Dichlorobenzene (not
specified)
1,2-Dichlorobenzene
AL 108 AL 3247
CA 29491
IA 191
KY 2119
KY 3514
KY 3701
NJ 4120
TX 52825
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
NJ 5100
1,3-Dichlorobenzene
AL 108 AL 3247
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
TX 52825
IA 191
KY 2119
KY 3514
KY 3701
NJ 4120
27. 1,4-Dichlorobenzene
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
3,3'-Dichlorobenzidine
1,1-Dichloroethylene
AL 108 AL 3247
CA 29491
FL 34690
IL 1767
KY 3484
KY 3603
FL 2593
IA 191
KY 2119
KY 3514
KY 3701
29.	1,1-Dichloroethylene (Continued)
MD 345 MD 2411
CH 6327 PA 11371
TX 52825 WA 281
30.	1,2-Trans-Dichloroethylene
31.
32.
33.
34.
35.
AL 108
FL 2593
IA 191
KY 3484
KY 3603
MD 2411
NJ 4120
AL 3247
FL 34690
IL 1767
KY 3514
MD 345
NE 69
TX 52825
2,4-Dichlorophenol
AL 108 AL 3247
IA 191
KY 3484
3701
KY
TX 52825
IL 1767
KY 3514
MD 345
WA 281
1,2-Dichloropropane
AL 108 AL 3247
IA 191
KY 2119
KY 3514
KY 3701
TX 52825
IL 1767
KY 3484
KY 3603
MD 345
1,2-Dichloropropylene
FL 2593 KY 3514
MD 345
2,4 -Dinvethy lphenol
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
2,4-Dinitrotoluene
AL 108 AL 3247
FL 2593
IL 1767
KY 3701
NJ 5100
IA 191
KY 2119
MD 345
TX 52825
5

-------
Priority Pollutant Index
36. 2,6-Dinitrotoluene
44. Methylene Chloride
AL 108 AL 3247
AL 108 AL 3247
FL 2593 IA 191
AL 54704 CD 36897
IL 1767 Kif 2119
FL 2593 FL 34690
KY 3484 KY 3514
IA 191 IL 1767
KY 3701 MD 345
KY 2119 KY 3484
NJ 5100 TX 52825
KY 3514 KY 3603

KY 3701 MD 345
37. 1,2-DiphenyLhydraz ine
NJ 5100 PA 8419

PR 23451 TX 2933
38. Ethylbenzene
TX 7439 TX 52825
AL 108 AL 3247
WA 281 WV 4405
FL 2593 FL 34690

IA 191 IL 1350
45. Methyl Chloride
KY 2119 KY 3484
AL 108 AL 3247
KY 3514 KY 3603
FL 2593 IA 191
KY 3701 IA 3905
IL 1767 KY 2119
IA 29963 MA 442
KY 3484 KY 3514
MD 345 NJ 4120
KY 3603 KY 3701
NJ 4286 SC 2798
MD 345 NJ 5100
IN 442 TX 3948
PA 8419
TX 5576 TX 52825

WA 281 WV 787
45. Methyl Chloride (Continued)

PA 11371 TX 7439
39. Fluoranthene
TX 52825 WA 281
AL 108 AL 302

AL 3247 FL 2593
46. Methyl Bromide
IA 191 IL 1767
PA 1137 WA 281
KY 2119 KY 3484

KY 3514 KY 3603
47. Brcmoform (Tribrcmcmethane)
KY 3701 MD 345
KY 3603 PA 11371
TX 52825


48. Dichlorobramomethane
40. 4-Chlorophenyl Phenyl Ether
KY 3603 PA 11371
TX 7439 WA 281
41. 4-Branophenyl Phenyl Ether
49. Trichlorofluorarnethane
42. Bis(2-chloroiscpropyl) Ether
KY 3603
AL 108 AL 3247

FL 2593 IA 191
50. Dichlorodi fluorcroethane
KY 2119 KY 3484

KY 3514 KY 3603
51. Chlorodibzxxnomethane
KY 3701 MD 345
KY 3603 PA 11371
TX 52825


52. Hexachlorcbutadiene
43. Bis(2-chloroisopropyl) Methane
AL 108 AL 3247
NJ 4120 TX 52825
FL 2593 IA 191

IL 1767 KY 2119

-------
Priority Pollutant Index
52.
Hexachlorobutadiene
59.

(Continued)
KY 3484
KY
3514


KY 3603
KY
3701


MD 345
TX
52825

53.
Hexaclilorocyclcpentadiene

54.
Isophorone
NJ 5100
m
281
60.
55.
Naphthalene
AK 23248
AL 302
AL 108
AL 3247


FL 2593
IA
191


IL 1767
KY
2119


KY 3484
KY
3514


KY 3603
KY
3701
61.

MD 345
MD
981


NJ 4120
NJ
5100


TX 52825


62.
56.
Nitrobenzene




AL 108
AL
3247
63.

FL 2593
IA
191


IL 1767
KY
2119


KY 3484
KY
3514
64.

KY 3603
KY
3701


MD 345
NJ
4120


NJ 5100
TX
52825

57.
2-Nitrophenol
AL 108 AL 3247
65.

FL 2593
IA
191


IL 1767
KY
2119


KY 3484
KY
3514


KY 3603
KY
3701


MD 345
NJ
5100


TX 52825
WA 281


WV 5169



58. 4-Nitrophenol
AL 108 AL 3247
FL 2593
IL 1767
KY 3484
KY 3603
NJ 5100
IA 191
KY 2119
KY 3514
KY 3701
TX 52825
2,4 -Dini trophenol
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-Dimtro-o-cresol
AL 108 AL 3247
AR 37770
IA 191
KY 2119
KY 3514
KY 3701
NJ 5100
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
TX 52825
N-nitrosodimethylamine
CA 4111 IN 2861
N-nitrosodiphenylamine
IN 2861
N-nitrosodi-n-propy1amine
IN 2861
Pentachlorcpfienol
AL 2801 GA 1201
MS 191 MS 2941
NJ 5100 WA 281
WY 32590
Phenol


AL
108
AL
3247
AR
36554
AR
37770
CA
4111
CA
5134
FL
2593
IA
191
IL
1350
IL
1767
IL
4219
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
IA
29963
IA
54828
MA
442
MD
345
NJ
4286
NJ
4391
NJ
5100
NJ
5240
NJ
30406
OR
2021857
PA
12637
FR
23329
PR
23451
SC
1490
7

-------
Priority Pollutant Index
Phenol (Continued)
sc
2798
SC 3255
sc
3441
IN 442
IN
2330
TX 2933
TX
3654
TX 3948
TX
4227
TX 6271
TX
52825
WA 281
WV
787
WV 1261
WV
4266
WV 5169
WY
32590

Fhthalate Esters (not
specified)
Bis (2-ethylhexy1) Fhthalate
AL 108
AL 3247
FL 2593
IA 191
IL 1350
IL 1767
KY 2119
KY 3484
KY 3514
KY 3603
KY 3701
MD 345
NJ 4286
NJ 4391
NJ 5100
NY 7048
OH 6327
SC 2798
IN 442
TX 52825
WA 281

Butyl Benzyl Fhthalate
NJ 5100

Di-n-butyl
Fhthalate
AL 108
AL 3247
FL 2593
IL 1767
KY 2119
KY 3484
KY 3514
KY 3603
KY 3701
MD 345
WA 281
IX 52825
Di-n-octyl
Fhthalate
NJ 5100

Diethyl Fhthalate
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
70. Diethyl Fhthalate (Continued)
KY 3603 KY 3701
MD 345 TX 52825
WA 281
71.	Dimethyl Fhthalate
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
72.	1,2-Benzanthracene
FL 2593 MD 345
73.	Benzo(a)pyrene
(3,4-Benzopyrene)
AL
108
AL
3247
FL
2593
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
NY
1732
MD
345
MD
2429
OR
60
OR
1708
TX
52825
WA
299
WA
540
WA
680
WA
931
WV
779


74. 3,4-Benzof luoranthene
AL 108	AL 3247
FL 2593	IA 191
IL 1767	KY 2119
KY 3484	KY 3514
KY 3603	KY 3701
MD 345	TX 52825
75.	11,12-Benzofluoranthene
MD 345
76.	Chrysene
AL 108	AL 3247
FL 2593	IA 191
IL 1767	KY 2119
KY 3484 KY 3514
KY 3603	KY 3701
MD 345	TX 52825

-------
Priority Pollutant Index
77. Aoeriaphthylene
78.
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


Anthracene


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


79.
80.
81.
82.
83.
84.
1,12-Benzoperylene
Fluorene
AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
370
KY 2119
KY
3484
KY 3514
KY
3603
MD 345
NJ
5100
TX 52825
WA
281
Ffoenanthrene


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
1,2,5,6-Dibenzanthracene
Indeno(1,2,3-ad)pyrene
Pyrene
AL 108
FL 2593
IL 1767
KY 3484
AL 3247
IA 191
KY 2119
KY 3514
Pyrene (Continued)
KY
3603
KY 3701
MD
345
NJ 5100
TX
52825

Tetrachloroethylene
AL
108
AL 3247
CA 29491
00 36897
FL 2593
IA 191
IL
1767
KY 2119
KY
3484
KY 3514
KY
3603
KY 3701
MD 345
MD 981
NE
60
NJ 787
NJ
4120
NJ 5100
PA
11100
SC 37826
TX
52825

Toluene

AL
108
AL 3247
CO
36897
FL 2593
FL
34690
IA 191
IL
1767
KY 2119
KY
3484
KY 3514
KY
3603
KY 3701
MD
345
NE 60
NJ
4120
NJ 5100
NY
345
NY 7048
SC
4286
TX 3531
TX
3948
TX 4227
TX
6271
TX 7021
TX
8761
TX 52825
WA
281
WV 116
WV
787
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
KY
3701
MD
345
MD
1155
MD
2411
NE
60
NE
1210
NJ
4120
9

-------
Priority Pollutant Index
87.
88.
Trichloroethylene (Continued)
NJ 5100 NY 1228
PA 11100 PA 11371
SC 2780 TX 5576
TX 52825 VIA 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
NJ
4286
NJ
4391
PA
8419
IN
442
TX
52825
89.
Aldrin
90.
Dieldrin
91.
Chlordane
92.
4,4' -EOT
93.
4,4'-DDE (p,p'-DDX)
94.
4,4'-DDD (p,p'-TDE)
95.
Endosulfan (not specified)
to

96.

95.
a-Endosulfan-Alpha
96.
b-Endosulfan-Beta
97.
Endosulfan Sulfate
98.
Erririn
99.
Endrin Aldehyde
100.
Heptachlor
101.
Heptachlor Epoxide
102.
to
105.
102.
103.
104.
105.
106.
to
112.
106.
107.
108.
109.
110.
111.
112.
113.
114.
Hexachlorocyclohexane
(not specified)
a-EHC-Alpha
b-EHC-Beta
r-BHC-Gainma (Lindane)
g-BHC-Delta
NY 574
PCB's (not
AR 1147
IL 33863
IA 3191
MD 4863
NJ 5240
OK 2429
TX 3573
specified)
IL 2267
IN 3573
IA 5851
MS 2925
NY 574
OK 34321
PCB-1242 (Arochlor 1242)
NY 1732 NY 7048
PCB-1254	(Arochlor 1254)
PCB-1221	(Arochlor 1221)
PCB-1232	(Arochlor 1232)
PCB-1248	(Arochlor 1248)
PCB-1260	(Arochlor 1260)
PCB-1016	(Arochlor 1016)
Toxaphene
MS 27995
Antimony, Total
IA 4464 MD 1261
MD 2429 MS 2232
NH 469
NJ 5240
OR 1708
NJ 4006
OR 60
PA 11371
10

-------
Priority Pollutant Index
114. Antimony, Total (Continued)
115.
116.
117.
118.
sc
40517
WA
299
WA
540
WA
680
WI
1309
WI
54500
WV
779


Arsenic, Total

CA
4111
CA
5134
CA
81787
FL
37923
ID
26468
LA
4464
MD
281
MD
1121
MT
26336
NJ
4006
NJ
5100
NJ
5240
NY
345
PA
5444
PA
11100
PA
11371
PR
21407
PR
23329
PR
23451
SC
3441
SC
40517
TX
7439
WY
32590


Asbestos


CA
4464
LA
54828
MA
103128
NY
574
Beryllium, Total
NJ 4006 NJ 5240
NY 574 PA 11100
PA 11371 WI 1309
WI 54500
118.
Cadmium, Total (also see
Cadmium, Dissolved, in
General Pollutant Index)
(Index) (Continued)
119.
MD
281
MD
1121
MD
1881
MT
26336
MS
671
NC
4260
NE
19
NE
647
NE
1210
NH
1341
NH
21148
NJ
4006
NJ
4286
NJ
5100
NJ
5240
NY
1228
OR
1589
PA
9202
PA
10987
PA
11100
PA
11371
PA
11894
PA
44920
ER
21407
WR
23329
PR
23451
SC
1473
SC
2780
SC
2798
SC
4286
SC
40517
IN
442
IN
1899
TX
55107
UT
531
VA
3697
VA
5215
WA
281
WA
25721
WI
1309
WI
2810
WI
54500
Chrcroium, Total
(also see
Quxraium, Dissolved, in
General Pollutant Index)


AK
841
AL
302
Cadmium, Total (also see
AL
108
AL
2666
Cadmium, Dissolved, in
AL
3247
AL
26328
General Pollutant Index)
AR
680
AR
1449
AK 35165
AK 38652
AR
36554
CA
5096
AK 43206
AL 54704
CA
5134
CA
6165
CA 5134
CA 6165
CA
55115
CA
81787
00 248
CO 591
CO
1121
CO
1147
CT 1457
GA 26735
CT
515
CT
1007
ID 167
ID 25259
CT
1457
CT
1708
ID 26468
IL 1350
DE
51
FL
1040
IL 1414
IL 1724
FL
2593
GA
124
IL 2356
IL 33863
GA
507
GA
1791
KY 3778
KY 73237
GA
2071
GA
3646
MA 1414
MA 3361
GA
3778
GA
4120
MD 1155
MD 1252
GA
4332
GA
24104
MD 1279
ME 1406
GA
26735
IA
191
11

-------
Priority Pollutant Index
Chrctnium, Total (also see
Qircmium, 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
KY
1431
KY 2119
KY
3514
KY 3603
KY
3701
KY 3778
KY
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
M0 4782
MD
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
NJ 2640
NJ
2666
NJ 3166
NJ
3867
NJ 4286
NJ
5100
NJ 5240
NJ
29327
NY 1228
OH
493
119. Qirmium, Total (also see
Chrcroium, 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
11100
PA
11371
PA
12637
PA
44920
PR
21407
PR
23329
FR
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
IN
264
IN
442
IN
1465
IN
1899
IN
2330
TN
2640
TX
2933
TX
3531
TX
3948
TX
6271
TX
7862
TX
9105
IX
52825
UT
507
UT
531
VA
2160
VA
3051
VA
3697
VA
4677
VA
5215
VA
5291
VIA
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
CD
35394
cr
1007
CT
1457
cr
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
IN
3573
KY
2119
KiT
3484
KY
3514
KY
3603
KY
3701
KY
3778
KY
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
MD
1252
MD
1261
MD
54321
ME
1406
ME
22985
MD
281
MD
1121
MD
1881
MD
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
NH
1341
NH
21148
NJ
540
NJ
2640
NJ
2666
NJ
3166
NJ
3867
NJ
4006
NJ
4120
NJ
4286
NJ
5240
120. 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
11371
PA 11894
PA
44920
m 21407
HR
23329
FR 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
VA
3697
VA 4804
VA
5215
WA 281
WA
25721
WA 30899
VIA
37265
WI 1309
WI
2810
WI 43583
WI
54500
WY 3115
WY
32590

121. Cyanide, Total (also see
Cyanide, Amenable to
Chlorination, and Free
cyanide, in General
Pollutant Index)
AL
108
AL 302
AL
1597
AL 3247
AL
55239
AR 1449
CA
4111
CA 5134
CD
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
IL
2861
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
LA 3905	LA 5487
LA 54828	MA 1414
MA 1554	MA 1571
MA 2151	MA 3361
MA 4600	MA 26646
MA 26735	MD 1155
MD 370	MD 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	FR 21407
HI 23451	SC 1473
SC 1872	SC 2780
SC 2798	SC 4286
SD 299	IN 264
IN 442	IN 1473
TN 1899	TX 7439
TX 52825	TX 91855
UT 531	VA 2160
VA 5215	WA 281
VJA 299	WA 931
WI 1309	WI 54500
WV 779	WV 4586
WV 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 Lead,
Dissolved, in General
Pollutant Index) (Continued)
AL 3247	AL 29378
AL 54704	AL 55239
AR 1449	CA 5134
CA 6165	CO 248
00 591	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
IN 3573	KY 2119
Ki 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	MD 281
MD 1121	MD 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	NJ 5240
NJ 30406	NY 1228
CM 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 (ailso see Lead,
Dissolved, in General
123.
124.
Pollutant Index)
(Continued)


PR
23451
SC
914
SC
1473
SC
1856
SC
1872
SC
2780
SC
2798
SC
4286
SC
40517
IN
442
IN
1473
IN
1899
IN
27715
TX
8761
TX
8907
TX
52825
ur
531
VA
4804
VA
5215
WA
281
WA
30899
VIA
37265
WI
1309
WI
2810
WI
54500
WV
23281
Mercury, Total

AK
43206
AK
35165
AK
38652
AL
213
CA
5134
CO
591
00
35394
FL
37869
ID
2167
ID
25259
ID
26468
IL
2691
IL
3140
KY
3484
KiT
3603
IA
761
IA
54828
ME
639
MD
1881
MT
26336
NJ
4006
NJ
4120
NJ
5100
NJ
5240
PA
5444
PR
21407
PR
23329
PR
23451
SC
40517
IN
2461
TN
27677
VA
5215
HA
281
WA
1091
WV
787
WV
4405
Nickel, Total

AL
108
AL
213
AL
2666
AL
3247
AL
54704
AR
1449
CA
5134
CT
1007
CT
1457
CT
2101
cr
3671
DE
51
FL
2593
GA
26735
124. Nickel, Total (Continued)
GA
3646
IA
191
IL
1414
IL
1767
IL
33863
IN
655
IN
1724
IN
1929
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
KY
3778
KY
73237
IA
761
IA
2771
IA
54828
MA
1414
MA
1554
MA
1571
MA
2151
MA
3361
,ma
4600
MA
26646
MA
26735
MD
311
MD
981
MD
1155
MD
1252
MD
2429
ME
1406
ME
22985
MS
671
NC
4260
NE
19
NE
507
NE
647
NE
1210
NH
1341
NH
21148
NJ
3867
NJ
4006
NJ
4120
NJ
4952
NJ
5100
NJ
5240
NJ
30400
OH
493
OH
965
OR
60
OR
1589
OR
1597
OR
1708
PA
5444
PA
9202
PA
10987
PA
11100
PA
11371
PA
44920
RI
1139
SC
1473
SC
1848
SC
1872
SC
2780
SC
3255
SC
4286
SC
40517
SC
24554
IN
1465
IN
1473
TN
1899
IN
27715
TX
8907
TX
52825
TX
77593
UT
531
VA
5215
WA
299
WA
540
WA
680
WA
931
WA
30899
WA
37265
WI
1309
WI
54500
WV
779
WV
2542
15

-------
Priority Pollutant Index
125. Selenium, Total
NJ
NJ
CA 134
KY 3603
3867
5100
NY 574
PA 11371
HI 23329
IN 2411
IN
MD
NJ
NJ
NY
PR
FR
TX
108
1279
4006
5240
7269
21407
23451
86
126. Silver, Total
AL
2666
CA 4111
CA
5134
CO 32158
cr
1708
CT 3437
FL
37869
GA 26735
IL
128
IL 1414
IL
1724
IN 655
KY
3778
KY 73237
MA
1414
MA 1554
MA
4600
MA 26646
MA
26735
MD 1155
ME
1406
MS 671
NC
4260
NE 19
NE
647
NE 1210
NH
1341
NJ 5240
NV
72061
OH 5142
PA
10987
PA 11100
PA
11371
PA 44920
FR
21407
PR 23451
SC
1473
SC 1872
SC
2780
SC 4286
IN
1473
IN 1899
UT
531
WI 1309
WI
54500

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 43206
AL 302
AL 3247
AL 54704
AK 38652
AL 108
AL 2666
AL 29378
AL 55239
128. Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index) (Continued)
AR 1449
CA 5096
CA 6165
00 591
00 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
IA 60
IA 3280
IA 5479
MA 1414
MA 1571
MA 3361
MA 26735
MD 1252
MD 1279
ME 22985
MD 1121
M0 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
GA 2071
GA 26735
ID 167
ID 26468
IL 1724
IL 1830
IL 3794
IN 205
655
1431
3484
KY 3603
KY 3778
73237
892
IA 4464
IA 54828
MA 1554
MA 2151
MA 26646
1155
1261
1406
281
1881
671
2925
NC 4260
NC 58297
NE 60
IN
KY
KY
KY
IA
MD
MD
ME
MD
MD
MS
MS
16

-------
Priority Pollutant Index
128. Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index)
(Continued)
NE
NE
NH
NE
NE
NH
507
1210
469
NH 1341
NJ 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
FR 23329
RE 1139
SC 1856
SC 2780
SC 3441
SC 24554
SC 40517
IN 264
IN 1899
TN 2640
IN 27715
IX 3948
TX 5576
TX 8761
TX 52825
TX 94498
VA 2160
VA 4677
VA 5291
WA 230
WA 2062
WA 30899
NJ
NJ
647
26565
1023
NH 21148
NJ 957
NJ 2666
NJ 4006
NJ 4952
5240
30406
NY 345
NY 1228
OH 493
OH 965
OH 5142
OR 1589
PA 9202
PA 11100
PA 11894
FR 21407
FR 23451
SC 1473
SC 1872
SC 3255
SC 4286
SC 37826
SD 299
IN 1473
IN 2411
IN 3425
TX 3531
TX 4839
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 43583
WV 779
WV 1805
WV 23281
WY 32590
WI 54500
WV 787
WV 2542
WV 25950
129.
2,3,7,8-Tetrachlorodibenzo-
p-Dioxin (TCDD)
17

-------


-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
GENERAL POLLUTANT INDEX
- Part G -
Algaecides (also see Slimicides)
NJ 540
Aluminum, Dissolved
AL 2801 SD 299
Aluminum, Ionic
Aluminum, Total
AL
302
AR
582
CI
1007
FL
37869
GA
124
GA
507
IL
1724
KY
3786
MA
1414
MA
3077
MA
26735
MD
1155
MD
2429
ME
1406
ME
2861
ME
22985
MD
93521
NH
1023
NH
1341
NH
21229
NJ
5240
OH
965
OR
60
OR
1708
PA
5444
PA
9202
PA
11371
SC
2780
TO
264
WA
299
WA
540
WA
680
WA
931
WA
25721
WI
1309
WV
779
WV
2339
WV
5533


Ammonia Series
-Ammonia Nitrogen (NHo
as N)
AK
841
AL
1597
AL
3247
AL
3891
AL
55239
AR
36554
CA
5096
CA
5134
00
1147
00
32158
00
41351
00
41360
CT
515
FL
37923
GA
329
GA
2160
GA
2356
GA
4332
HI
3522
HI
21059
IA
2089
IA
3387
IA
3620
IL
1244
IL
1350
IL
1767
IL
1830
IL
2861
IL
3140
IL
3417
IL
4219
IL
24074
IN
108
IN
205
IN
329
IN
655
IN
2861
IN
3581
KY
1431
K£
3701
KY
64645
IA
914
LA
3115
IA
3280
IA
3441
IA
3522
IA
3689
IA
3824
IA
4464
IA
51942
IA
51993
IA
59846
MD
311
MD
1279
MD
3247
MD
370
MD
4782
MS
574
MS
1783
MS
1970
Ammonia Series
-Ammonia Nitrogen (NH 3 as N)
(Continued)
MS
2232
MS 26140
NC 3450
NC
4260
NC 24350
ND 248
NE
60
NH 396
NJ 540
NJ
4006
NJ 4391
NJ 4952
NJ
5100
NJ 5240
NJ 30406
NY
345
OH 965
OK 191
OK
1643
QR 1112
OR 1635
PA
8419
PA 8800
PA 9300
PA
10987
PA 12637
PA 44920
SC
302
SC 914
SC 1015
SC
1180
SC 1848
SC 1856
SC
1872
SC 3255
SC 3441
IN
442
TN 1899
TN 27715
TX 3531
TX 3948
TX 5576
TX
6271
TX 7439
TX 7862
TX
9105
TX 64912
TX 77593
UT
507
UT 531
VA 1660
VA 2160
VA 4677
WA 281
WA 37265
WI 2810
WI 3620
WI
54500
WV 787
WV 1805
WV
4626
WV 5533
WY 442
-Un-ionized Ammonia (NH3)
CA 5096 CA 5134 CA 29491
00 248 IL 1767 IL 3140
PA 8885 WA 230
Aniline
TX 2933
Barium (Ba)
AL 2666 CA 4111
NJ 5240 PA 11894
ER 23329
Base-Neutral Organics
Benefin (pesticide)
IN 2861
Benz isothiazole
NJ 5100
m 21407
1

-------
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
B0Du (Ultimate BOD, vised in
wasteload allocations)
MS 2941
B0D5, Biochemical Oxygen Demand,
5-Day
NOTE BOD 5 is regulated
in roost permits. Only those
permits in the Abstract File not
regulating BOD 5 separately and
BOD 5 and TSS together are listed
below. Also see TSS for those
permits not regulating TSS alone.
-BOD t- (not
AK 396
AK 35165
AL 213
AL 26328
AR 1147
CA 4111
00 35394
CT 1457
FL 37338
GA 3646
ID 809
IL 1724
IN 655
KY 2780
IA 3280
IA 4464
MA 1414
MA 3077
MA 22225
MD 981
MD 1261
ME 639
MD 370
MS 2020
MS 28258
regulated)
AK 1015
AK 38652
AL 2666
AL 46370
AR 1449
CO 248
CT 515
CT 2101
FL 37923
HI 191
ID 892
IL 2691
IN 1929
KY 73237
IA 3441
IA 41718
MA 1554
MA 4600
MA 26646
MD 1155
MD 1279
ME 22985
MD 2411
MS 2232
AK 26662
AK 43206
AL 3891
AR 582
AZ 22144
00 591
CT 1007
CT 2437
GA 124
IA 3522
ID 26468
IN 205
IN 54267
2771
3606
MA 442
MA 2151
MA 103128
MA 26735
MD 1252
MD 54321
281
671
2925
IA
IA
MD
MS
MS
MT 26336 ND 507
-BOD5 (not regulated) (Continued)
NE
19
NE
507
NE
647
NE
1210
NH
21148
NH
21172
NJ
540
NJ
2640
NJ
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
IN
264
IN
1473
TN
1619
IN
3425
UJ
29378
TX
8907
TX
94498
OT
531
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


-BOD5 and TSS (not regulated)
CA 29491 CA 55115 CA 81787
FL 34690
MD 2363
NC 7285
OR 1635
WY 32590
IA 59901
MD 4782
NC 68004
PA 11371
MD 311
MO 4863
NE 60
VA 5291
-BOEkj (without nitrification
suppression)
Boron (B)
ND 370 FR 21407 ER 23329
Bromide
AL 2666
Bromoform
KY 3603
Cadmium, Dissolved (also see
Cadmium, Total, in Priority
Pollutant Index)
MD 1279
Captan (pesticide)
Carbon, Dissolved Organic
NJ 5100
2

-------
General Pollutant Index
Carbon, Total
PA 12637
Carbonfuron
NY 345
Chlordane
Chloride
AL 26238
IN 329
FR 21407
TX 9105
AR 680
KY 3484
ER 23451
WV 4405
IL 1350
ND 370
SC 2798
WV 5533
Chlorinated Petroleum
Chlorine (also see TOD and FAD)
-Total Residual
Chlorine
AK
37303
AL
2801
AR 1147
CA
4111
CA
5096
CO 1121
00
33537
CT
1708
CT 3671
FL
1040
FL
2488
FL 37869
GA
4120
IA
3611
IL 1414
IL
1830
IL
3115
IL 3417
IL
24074
IN
108
IN 116
IN
2861
IN
2887
IN 3581
IN
45284
KY
1431
KY 2119
KY
3484
IA
761
LA 3191
IA
5487
IA
49492
IA 59846
MD
94
MD
311
MD 1155
MD
2658
MD
3247
MD 54321
ME
639
MD
4782
MS 574
MS
1775
MS
1783
MS 1970
MS
2232
MS
2925
MS 3212
MS
28258
MS
31704
NC 4260
ND
370
NE
507
NJ 2666
NJ
4308
NY
1732
OH 493
OH
523
OH
9261
OK 2429
OR
141
OR
1112
OR 1597
OR
30929
PA
10987
PR 21407
PR
23329
PR
23451
SC 302
SC
914
SC
1490
SC 1848
SC
4286
SC
33022
SC 37770
SC
38148
SC
38555
SC 26506
TN
1465
TN
1899
TX 86
TX
3573
TX
8907
VA 1015
Chlorine (also see IRQ and FAD)
-Total Residual Chlorine (Continued)
VA 1295
VA 5291
VA 26557
WA 540
VIA 2062
WV 5169
VA 3697
VA 5312
WA 78
WA 680
WA 37265
WY 3115
VA 4677
VA 50822
WA 299
WA 1040
WV 4405
-Free Available Chlorine
AR 1147
IN 116
MD 54321
NC 58297
TX 86
WA 2062
CT 515
IN 2887
MS 2925
OR 30589
TX 9105
WI 43583
GA 4120
IA 3191
MS 28258
FR 23329
VA 1015
Chi orabenzotri fluoride
2-Chloroethylvinyl Ether
KY 3603
Chlorodibrcmoethane
KY 3603



Chloroform



AL 3247
CT
1708
IL 3417
KY 3603
MD
345
MD 1155
NJ 5100
PA
2593
PA 8885
m 23451
SC
42188
WV 4405
Chlorothene



Chlorotoluene
Chromium, Hexavalent, CR+6 (also
see Chromium, Toted, in Priority
Pollutant Index)
AK
841
AR
1449
CA
5096
CA
5134
CA
81787
00
1147
00
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
IA
3115
IA
3522
3

-------
General Pollutant Index
Chrarnium, Hexavelent, CR+ 6 (also
see C3mamium, Total, in Priority
(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
NJ
4006
NT
4120
NT
4308
NT
4391
NJ
5100
NT
5240
OH
965
OR
30589
PA
11371
PA
12637
FR
23329
PR
23451
TX
7862
UT
507
UT
531
VA
5215
WI
54500
WV
1805
WV
4405
WV
5533
WY
442


Cimkool "oo" Tris (Hydroxymethyl
Nitromethane)
Cobalt (Oo)
AL 2666
UT 531
CI 1457
MD 311
COD,
AK
AL
CA
CA
GA
GA
GA
IL
IN
LA
LA
LA
LA
LA
MD
MS
MT
NC
NC
NE
NJ
NJ
Chemical Oxygen Demand
841 AL 1597	AL 1970
AR 36554	AR 37770
CA 5096	CA 6165
00 1147	FL 37869
GA 1619	GA 1791
GA 3778	GA 4332
IA 191	IL 1244
IL 4219	IL 34622
IN 1414	IN 2861
IA 841	IA 868
IA 914	IA 3115
IA 3522	IA 3689
IA 5479	IA 51942
IA 54828	IA 59901
MD 2411	MD 4782
MS 1970	MS 27995
NC 892	NC 3450
NC 4243	NC 4952
NC 24350	ND 248
NH 1279	NH 21148
NJ 2666	NT 3166
NJ 4286	NJ 4308
22144
4111
55115
329
2160
24104
2861
108
60
892
3280
3824
51993
345
1775
477
3522
23710
701
540
4006
COD, Chemical Oxygen Demand
(Continued)
NJ 4391	NJ 4952	NJ 5240
NJ 5746	NJ 29327	NJ 30406
NM 28100	NV 345	OK 1031
OK 1643	PA 8419	PA 10987
PA 12637	PR 21407	PR 23451
SC 302	SC 1368	SC 1490
SC 2151	SC 2453	SC 2798
SC 3255	SC 3441	SD 299
IN 2330	IN 3425	TX 2933
IX 3531	TX 3654	TX 3948
TX 4839	TX 5576	TX 7021
TX 7862	IX 9105	TX 52825
TX 55107	TX 91855	TX 94498
UT 507	VA 1295	VA 3051
VA 4677	WA 230	WA 25721
WV 787	WV 1261	WV 4405
WV 4626	WY 442	WY 25950
Coliform Bacteria
-Fecal Coliform
AK 37303
OO 1121
00 41360
IA 2089
IL 744
IL 2691
IL 24074
IN 2666
IN 45284
IA 49492
MD 2429
ME 2216
MS 1783
MS 26140
NC 3450
NC 6548
NE 701
NT 4286
NJ 4952
NM 28100
OH 523
OR 141
OR 2542
m 21407
AL 302
00 33537
FL 2593
ID 1180
IL 1384
IL 3115
IL 34622
IN 2887
KY 3778
IA 54828
MD 2658
MD 1121
MS 3212
MS 28258
NC 4260
ND 370
NT 2666
NJ 4308
NT 5100
NY 345
OH 9261
OR 1074
PA 8419
FR 23451
AL 22314
00 41351
GA 1719
ID 25259
IL 1414
IL 3417
IN 108
IN 3581
IA 60
MD 311
MD
MS
MS
3247
1775
31704
MT 248
NC 4952
ND 24368
NT 3867
NJ 4391
NT 5240
NY 1732
OR 60
OR 1708
PA 9300
SC 302
4

-------
General Pollutant Index
Ooliform Bacteria


-Free cyanide

-Fecal Ooliform (Continued)

AK 43206 AL 3247 CO
32158
SC 1015
SC 1180
SC
1333
CR 1589 PR 1708 PA
8419
SC 1368
SC 1490
SC
1848


SC 2151
SC 2453
SC
3255
-Oxidizable cyanide

SC 3441
SC 4286
SC
26506
NJ 3867

SC 33022
SC 37770
SC
38121


SC 38148
SC 38555
SC
42188
-Weak Acid Dissociable

SD 299
TN 442
IN
1465
ID 26468

TN 1899
IN 2330
IN
2461


TX 55107
VA 3654
VA
3697
Cyclohexanone

VA 50822
WA 78
WA
299
00 36897

WA 540
WA 680
WA
1040


WA 21954
WV 5533
WY
3115
Dacanil idacthal
TX 7439

-Toted Ooliform




CA 5096
FR 21407
PR
23329
Dichlorane Plus (pesticide]

FR 23451
WV 4626
WV
5169
DicMorcbrcmcmethane

Color



KY 3603 NJ 4952 PA
11371
NJ 4286
NJ 4391
NJ
4952


NJ 5100
NJ 5240
NJ
30406
2,4-Dichlorc^ienoxyacetic

MT 35
PA 8885
FR
21407
Acid (2,4-D) (pesticide)

FR 23329
FR 23451
SC
1015
IA 54828

SC 38121
SC 42188
VA
1295


WI 2810
WV 787
WV
5169
Dichlorotrifluoroethane
CO 36897

Columbium (nicbium)




OK 1643



1,3-Dichloropropylene
KY 2119 KY 3484 KY
3603
Conductivity



KY 3701

Copper, Dissolved (also see
Copper, Total, in Priority
Pollutant Index)
Cyanide (not Priority Pollutant
No. 121, Total Cyanide)
-Cyanide Amenable to Chlorination
AR 1449 CT 1457 CT 2437
GA 26735 MA 1554 MA 2151
MA 4600 MA 26646 MA 26735
NC 4260 NE 507 PA 11100
PA 11371 TX 77593 VA 5215
WI 1309 WV 5533
2,2 -Dibrcno-3 -N itrilopropionamide
(biocide)
Difoltan (pesticide)
CA 506
Dinitrobutylphenol, ENPB
(pesticide)
MS 27995
Dissolved Solids (See also IDS)
IL 1350 MS 28258
5

-------
General Pollutant Index
DO, Dissolved Oxygen
monitoring of flow; the following
have limitations on the volume of
flow.)
AK 396 AK 680 AK 23248
AK 38652 AK 43206 AR 1147
Flew (Most permits require
AK 37303
AL
841
AL
3115
monitoring of flew; the following
AL 22314
AL
55239
AZ
22144
have limitations on the
volume of
CA 4111
CA
5096
CA
5134
flew.
) (Continued)


CA 55115
OO
1147
GA
507
CA
4111
CA
55115
CA
81787
GA 24104
ID
1180
KY
64645
CO
33537
00
41351
CO
41360
MD 1155
MD
3247
MS
574
DE
51
FL
37869
IA
191
MS 671
MS
1775
MS
1783
IA
3611
ID
892
ID
1180
MS 1970
MS
3212
MS
26140
IA
3191
IA
5851
MA
442
NC 3450
NC
4243
NJ
2666
MA
3361
MA
4600
ME
639
NJ 30406
OH
965
PA
8800
ME
1406
ME
2216
MS
1775
FR 21407
FR
23329
FR
23451
MS
28258
NC
4260
NC
4243
SC 1473
SC
1490
SC
1848
NC
7285
NC
23710
NC
24350
SC 1856
SC
1830
SC
1872
NC
35661
NC
72648
ND
24368
SC 2453
SC
2780
SC
3255
NH
1023
NH
1279
NH
1325
SC 33022
SC
37770
SC
38121
NH
1341
NH
21148
NH
21172
SC 38148
SC
38555
SC
42188
NH
21229
NJ
4952
OR
515
*IN 442
TN
1457
IN
1465
OR
1597
OR
1635
OR
2542
TN 1899
IN
2640
VA
2160
OR
30929
FR
23451
RI
1139
VA 50822
WA
621
WI
2810
RI
21539
RI
21610
SC
302
WV 1261




SC
1180
SC
38121
SD
299





TX
86
TX
3573
TX
9105
Dithiocartoonmates


WA
230
WA
281
WA
825
NY 345




WA
2062
WA
21954
WA
30899
Dyfonate (pesticide)


Fluoride




AL 1970




AL
2666
AR
1449
00
248





CT
515
CT
1457
CT
3671
Ethylfluralin (pesticide)

FL
37338
IL
3140
IN
45284
IN 2861




Ki
3603
MA
1414
MD
1252





MD
2429
NE
507
NJ
3166
Ethylene Dibramide (EDB)

NJ
5100
NY
1228
OK
191
TX 8761




OK
1643
OR
60
OR
1112





OR
1589
OR
1708
OR
30589
Ethylbenzene




OR
30929
PA
11100
PA
11371
IL 1350




FR
21407
FR
23329
RI
1180





SC
1848
SC
2780
TX
55107
FA0, Free Available Oxidants
VA
3697
WA
299
WA
540
(seawater equivalent to Free
WA
680
WA
931
WI
54500
Available Chlorine)


WV
779
WV
2542
WV
5533
FL 37869















Formaldehyde




Flow (Most permits require

IN
655
KY
3701
OR
202185'
FSOD, First Stage Oxygen Demand
NJ 5100 NJ 5240 PA 12637
6

-------
General Pollutant Index
Hell ides, Total Organic

Iron, Total



AR 680

AL 302
AL 2801
AL 26328


AL 46370
AR 582
AR 1147
Hardness as CaOO

AR 1449
CA 4111
CA 6165
K£ 2119 KY 3514
KY 3603
CO 248
CT
515
CT 1007
KY 3701 WA 25721
WI 1309
CT 1457
CT
2101
DE 51
WI 54500

FL 1040
FL 2771
FL 37869


IA 3611
ID 25259
IL 3140
Heat Discharged

IL 1414
IL 1724
IL 1830
ID 1163 IN 108
IN 2887
IL 2356
IL 2691
IL 3794
MD 2658 OH 9261
OR 515
IN 116
IN
2887
IN 45289
OR 2021857

IN 54267
KY
3786
KY 73237


IA 3191
IA 5851
MA 1571
Herbicides (also see Pesticides)
MA 3361
MA 26646
MA 26735
-Total Registered

MD 1155
MD
1261
MD 55182


MD 54321
MS
2232
MS 2925
Hexamethylbenzene

MS 28258
ND
370
NH 1341


NH 21229
NJ
5100
OH 493
HMX (explosive)

OH 965
OH
5142
OH 9261


PA 5444
PA
10987
FR 21407
Hydrazine (H N-NH )

PR 23329
IN
2640
IX 86
CA 4111

UT 531
WI 43583
WI
WY
1309
3115
WI 2810
Hydrogen Sulfide, Unionized




IN 1457

Isoprcpalin
IN 2861



Hydrocarbons
-Aromatic
AK 396 AK 23248
MA 22225
CA 5134
-Chlorinated, Total (also see TTO)
LA 761 TX 8907
-Halogenated
NJ 29327
-Petroleum
MD 2658
NJ 5746
-Total
AK 396
NJ 2666 NJ 4391
AK 23248
Iron, Soluble
GA 3646
Kathon 886 MW
Lead, Dissolved (also see Lead,
Total, in Priority Pollutant
Index)
Lead, Soluble
Manganese (Mi)
AL 2666
00 248
IL 3140
MS 2232
IN 2640
AL 26328
00 35394
MD 55182
PA 5444
IN 27715
AL 46370
IL 2691
ME 1406
PA 10987
WA 25721
MBAS, Methylene Blue Active
Substances (detergents)
IL 2453 HI 21407 VA 5215
Metals, Rare Earth
AL 2666
7

-------
General Pollutant Index
Methoxychlor (pesticide)
Oil and Grease (also see Ether
Solubles) (Continued)
Methyl Ethyl Ketone (MEK)

AL
108
AL
302
AL
680
AL 302
CD 36897


AL
841
AL
3247
AL
29378




AL
3891
AL
55239
AR
1147
Methyl Isobutyl Ketone
(MIBK)
AR
1449
AR
36554
CA
4839
OR 1112



CA
5134
CA
6165
CA
5096




CA
55115
CA
57177
00
248
Mirex (pesticide)


00
591
CO
1121
00
1147




00
32158
00
33537
00
35394
Molybdenum (Mo)


00
36897
CT
515
FL
2488
AL 2666
00 248
MD
311
FL
37869
GA
124
GA
329
NJ 5240
OR 1112


GA
507
GA
4120
GA
4332




GA
26735
IA
2089
IA
3387
Nitrate -
Nitrogen (NO3 as
N)
IA
3522
IA
3611
ID
957
AL 3891
CA 4111
GA
2356
IL
1244
IL
1384
IL
1414
MS 27995 NE 60
NJ
5100
IL
1724
IL
1830
IL
2356
OK 191
OK 1643
FR
23451
IL
2453
IL
2691
IL
3115
VA 4677
WA 25721
WI
2810
IL
3140
IL
3794
IL
4219
WV 5533



IL
24074
IL
33863
IN
108




IN
116
IN
205
IN
329
Nitrite -
Nitrogen (NO2
as
N)
IN
639
IN
655
IN
1414
HI 21059
IA 3387
IA
3522
IN
1929
IN
2666
IN
2861
MS 574
NJ 5100
OH
965
IN
2887
IN
3573
KY
2780
PR 21407
FR 23329
FR
23451
KY
3484
KY
3514
KY
3603
WI 2810



KY
3701
KY
3786
KY
73237




IA
60
IA
841
IA
868
Nitrogen,
Total


IA
914
IA
2771
IA
3115
AL 2666
CA 4111
FL
2488
IA
3191
IA
3280
IA
3441
FL 2593
GA 2071
GA
2160
IA
3522
IA
3689
IA
3824
NC 4952
TN 2640
SC
38121
IA
3905
IA
4464
IA
4740




IA
5291
IA
5479
IA
5487
Nitrogen,
Total Organic
(TON)
IA
5851
IA
41718
LA
49492
AL 3891
GA 2160
IA
3522
IA
51942
IA
51993
IA
54828
IA 3441
MS 574
NE
60
IA
59846
IA
59901
MA
2151
NJ 5100
OR 1635


MA
3077
MA
3361
MA
22225




MA
26735
MA
103128
MD
94
Nitronetacrusol


MD
345
MD
981
MD
1155
IN 29378



MD
2429
MD
2658
MD
3247




MD
54321
ME
1406
ME
22985
Noool



MD
370
MD
2411
MD
4782




MD
93521
MS
671
MS
1783
Oil and Grease (also sec
; Ether
MS
2925
MS
26140
MS
28258
Solubles)



MT
477
MT
26336
NC
1161
AK 396
AK 841
AK 1015
NC
4260
NC
4952
NC
6548
AK 23248
AK 26662
AK 37303
NC
24350
NC
42501
NC
51161




NC
58297
NC
72648
ND
248
8

-------
General Pollutant Index
Oil and Grease (adso 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 3051
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	IN 264
IN 1473	IN 1899	TN 27677
IN 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
VIA 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 MEIHOD
NE 507	NE 647	NE 26565
-Araratic Oil and Grease
AK 23248
Orthene (pesticide)
P-Chloro-M-Cresol
WI 2810
Palladium (M)
AL 2666
Paraquat (herbicide)
Ferctilorate (CIO /)
CA 4111
Pesticides (other than Priority
Pollutants, also see Herbicides
and Dyfcnate, Trithion, Betasan,
Orthene, Paraquat, Cap tan,
Trifluralin, Dinitrobulylphenol,
2,2-Dibrcmo-3-Nitriloprcpicranide,
Carbaryl, and Methaxychlor
-Active Pesticides
-Organic Pesticide Chemicals
-Total Pesticides
AL 1597 CA 5134
-Total Chlorinated Pesticides
pH
Note
pH is regulated in all
permits
Phenols, Total (Fhenolics, etc.,
not Priority Pollutant No. 65,
Fhenol)
AK 841 AL 29378 AL 54704
AL 55239 CA 5096 CA 5134
CA 55115 CA 57177 00 1147
00 32158 GA 1791 GA 3778
GA 4332 GA 24104 IA 191
IL 1244 IL 2861 IL 4219
IL 34662 IN 108 IN 205
9

-------
General Pollutant Index
Fhenols, Total (Rienolics,
not Priority Pollutant No.
Phenol) (Continued)
IN
3573
KY
2119
KY
IA
3115
IA
3522
IA
IA
51993
MD
370
MS
MT
477
NC
892
NC
NC
3522
NC
4243
NC
NC
24350
NC
42501
NC
ND
248
NE
507
NH
NH
1279
NJ
5100
NY
OR
2021857
PA
11100
PA
PA
44920
PR
21407
m
SC
1180
SC
1368
SC
SC
2151
SC
2453
SC
SC
3441
SC
37826
TO
TO
2640
TX
7862
TX
UT
507
VA
3051
VA
WA
281
WI
1309
WY
etc.,
65,
3701
51942
2232
3450
23710
51161
469
345
11371
23451
1830
3255
1457
91855
4677
442
Ihenoxyaoetic Acid
AR 37770
Phosphorus, Elemental
Hiosphorus, Soluble
PA 9202
Fhosphorus,
Phosphates,
etc.)
AL 2666
00 248
FL 37338
HI 21059
IL 33863
MS 2925
CH 3051
PA 8800
m 23329
TN 2640
Platinum (Pt)
AL 2666
Radioactivity
Total (also includes
Orthophosphates,
AR
1449
CA
4839
FL
2488
FL
2593
FL
37869
GA
507
IL
1384
IL
24074
IN
27
KY
3603
NJ
2666
NJ
5100
OH
5142
OR
30589
PA
10987
PR
21407
PR
23451
SC
38121
TX
55107
VA
3433
Radium 226
-Dissolved
AZ 22144
VIA 25721
-Total
AZ 22144
OR 1112
WY 25950
NM 28100
WY 25950
NM 28100
TX 94498
TX 94498
OK 191
WA 25721
RDX, Cyclonite (explosive)
Salinity (also see TDS and
Specific Conductance)
00 35394
Settleable
AL 46370
CA 5134
ID 892
MA 442
NC 42501
NH 1325
m 23451
TO 2640
Solids
CA 4464
CA 57177
ID 957
MA 3361
NC 51161
NY 7269
TO 442
CA 5096
ID 809
IN 54267
MD 55182
NC 72648
FR 21407
TO 1899
Silver, Dissolved
SD 299
Silvex (2,4,5-TrichloropherKaxy-
propionic acid)
IA 54828
Slimicides (ailso see Algaecides)
-Betz 508
Sodium
ND 370
WA 25721
Specific Conductance (also see
TDS and Salinity)
Styrene
10

-------
General Pollutant Index
Sulfate (S04)




00 248
IN
329
IN
1414
IN 2887
MD
281
MD
370
ND 370
NJ
2640
OK
1643
PR 21407
PR
23329
TN
27715
TX 9105
WA
25721
WV
787
Sulfide




-Total




AK 841
CA
5096
CA
5134
00 1147
GA
1791
GA
4332
GA 3778
GA
24104
IL
1244
IL 2861
IL
4219
IN
108
IN 2861
IA
3115
IA
3522
IA 51942
IA
51993
MT
477
NC 3450
NC
3522
NC
4243
NC 23710
NC
24350
ND
248
NH 1279
PA
12637
ER
21407
PR 23329
SC
1368
SC
1490
SC 2151
SC
2453
SC
3255
TN 1457
TN
2330
TX
6271
TX 7862
TX
52825
UT
507
VA 1295
VA
3051
VA
4677
WA 230
WV
1261
WV
1805
WV 4626
WY
442


-Dissolved




CA 5096
CA
5134


Sulfite




Surfactants




NJ 787
NJ
5100
PR
23451
RI 1139
SC
37826
IN
1899
Tantalum (Ta)
OK 1643
TDS, Total Dissolved Solids (also
see Salinity and Specific
Conductance)
AZ 22144 CA 4111 CA 81787
00 35394 IL 1350 IN 329
NJ 4006 NJ 4286 NJ 4391
NJ 4952 NJ 5240 OH 493
OH 523 OR 30929 PA 11100
PA 11371 WR 21407 H* 23329
TDS, Total Dissolved Solids (also
see Salinity and Specific
Conductance) (Continued)
ER 23451 SC 40517 TN 1619
TN 2461 TN 2640 TX 9105
WI 2810
Tellurium (Te)
Tenperature
AL 213
AL 3891
AR 1147
CA 4464
CA 81787
00 41351
CT 1007
CT 2101
FL 2488
HI 281
IA 3611
IL 1350
IL 2267
IL 2861
IL 3794
KY 1431
K£ 3514
K£ 64645
IA 3441
IA 4740
XA 49492
MA 1414
MD 94
MD 1279
ME 1406
MD 281
MD 4782
MS 671
MS 1970
MS 2925
MS 28258
NC 3450
NC 58297
NE 19
NH 1279
NH 21148
NJ 787
NJ 2666
AL 2801
AL 22144
AR 1449
CA 55115
00 248
00 41360
CT 1457
DE 51
FL 2593
IA 191
IA 362
IL 1384
IL 2356
IL 3115
IL 33863
KiT 2119
KY 3603
IA 914
IA 3824
IA 5482
IA 51942
MA 1554
MD 981
MD 2658
ME 2216
MD 1121
191
1775
MS 2020
16 3042
MT 35
NC 4952
NC 68004
NE 647
NH 1325
NH 21229
NJ 957
NJ 3166
MS
MS
AL 3115
AR 680
CA 4111
CA 57177
00 1121
CT 515
CT 1708
FL 1040
FL 37869
IA 3387
IL 744
IL 1830
IL 2691
IL 3417
IN 2887
KY 3484
KY 3701
LA 3191
IA 3905
IA 5851
MA 442
MA 26735
MD 1252
ME 639
ME 22985
MD 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
4286
NJ
4308
NJ
4391
NJ
5100
NJ
5240
NJ
5746
NJ
29327
NY
345
NY
1228
NY
1732
NY
7048
NY
7269
OH
9261
OK
2429
OR
515
OR
1635
OR
2402
OR
2542
OR
30589
PA
8419
PA
8885
PA
11100
PA
11371
PA
12637
FR
21407
FR
23329
FR
23451
RI
1139
SC
302
SC
1333
SC
1473
SC
1490
SC
1830
SC
1856
SC
1872
SC
2151
SC
2453
SC
2780
SC
2798
SC
4286
SC
24554
SC
38555
SC
40517
IN
1899
IN
2330
IN
2461
IN
2640
IN
27715
IX
86
TX
3573
TX
3654
TX
6271
TX
8761
TX
8907
TX
9105
TX
52825
TX
64912
TX
77593
VA
1015
VA
2160
VA
3433
VA
3654
VA
4677
VA
4804
VA
5215
VA
5312
WA
230
WA
281
WA
680
WA
1091
MA
2062
WA
3000
WA
30899
VIA
37265
WI
2798
WI
3620
WI
37991
WV
116
WV
2542
WV
4405
WY
3115


Tetrahydrofuran (THF)
00 36897
Tetramethylbenzene
C30 36897
Ihiocarbamates
AL 1970
Ihiocyanate
OR 1112
Tin (Sn)
AR 1449
CT
1007
CT
1457
CT 2101
MA
1414
MA
3361
MA 4600
PA
11100
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)
T0C, Total Organic Carton
AL
108
AK
23248
AR
680
AR
36554
AR
37770
CA
4464
CA
5096
CA
5134
IL
2861
IN
108
IA
761
IA
841
LA
892
LA
2771
IA
3115
LA
3280
IA
3522
IA
3824
LA
5291
IA
5479
IA
51942
LA
51993
IA
54828
NJ
957
NJ
2640
NJ
3166
NJ
4120
NJ
4391
NJ
5240
OK
34321
SC
40517
TX
3654
TX
3948
IX
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
K>DU>
Total Dissolved Solids (see TDS)
Total Nitrogen (see Nitrogen,
Total)
Total Organic Halides (see
Hal ides, Total Organic)
Total Organic Nitrogen (see
Nitrogen, Total Organic)
Total Purgeable Araratics (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
2666
NJ
4006
NJ
30406
CH
965
OR
1112
SC
302
SC
1180
SC
37826
WA
78




TPA
AR 37770
2,4, 5-Tricdilorophenoxy-prapianic acid
(see silvex)
1,1,1-Trichloro-l, 2,2-Trif luroethane
00 36897
Trichlorofluoronethane
KY 3603
Trifluralin (pesticide)
IN 2861
Trimethylbenzene
CO 36897
1,2-Trans Dichloroethylene
KY 2119 KY 3484 KY 3701
TOD, Total Residual Oxidants
(seawater equivalent to Total
Residual Chlorine)
FL 37869 IA 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 5 for those permits not
regulating BOD 5 separately and
B0D5 and TSS together.
-TSS (not regulated)
CA 4839 FL 2488 NY 2769
RI 1180 TX 91855 WA 281
VA 5291
TTO, Total Toxic Organics (also
see Hydrocarbons, Total
chlorinated)
cr
515
CT 1007
CT
1457
cr
2101
CT 2437
CT
3671
FL
37338
GA 26735
IL
1414
IL
1724
IN 655
IN
1929
KY
3778
KY 73237
MA
1414
MA
1554
MA 1571
MA
2151
MA
3077
MA 3361
MA
4600
MA
26646
MA 26735
MD
1155
ME
1406
ME 22985
MS
671
NC
4260
NE 19
NE
647
NE
507
NE 647
NE
1210
NH
1023
NH 1341
NH
21148
NH
21229
CH 965
OH
3051
CH
5142
OR 1589
OR
30589
PA
10987
PA 11100
PA
11371
PA
44920
SC 2780
SC
24554
IN
1473
IN 1899
UT
531
VA
5215
WI 1309
WI
54500
Tungsten (W)
AL 2666 UT 531
Turbidity
AZ 22144
CA 4111
CA
55115
HI 21059
ID 25259
MA
3361
MD 311
NC 42501
NC
51161
NC 72648
NH 1023
NJ
30406
FR 21407
FR 23451
WA
30899
Uranium (U)
AZ 22144 MM 28100 TX 94498
WA 25721 WY 25950
Urea
GA 2356
Vanadium (V)
AL 2666 MD 311 TX 77593
13

-------
General Pollutant Index
Volatile Organics
NJ 30406
Volume
MA 442
Xylene
AL 3247 00 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
IN 264
Arkansas River
AR 40303 OK 1643
OK 34321
Arrow Spring
KY 64645
Arthur Kill
NJ 2640
Ashcaitp 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 Rcuge
IA 4464
Bayou Braud
IA 5487
Bayou Choupique
IA 54828
Bayou Courtableau
IA 51942
Bayou D'Inde
IA 761 IA 3824
Baycu Paul
IA 5851
Bayou Teche
IA 4740
Bayou VercLme
IA 761
Beaver Creek
IN 267677
Beaver Dam Ditch
GA 2160
1
Beaverton Creek
OR 1589 OR 30929

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Receiving Water Index
Belleau Creek
MD 229
Bellingham Bay
WA 1091
Bemharts Creek
PA 11100
Big Bigby Creek
TN 3425 TN 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 Stcugh
OR 141
Brazos River
TX 8761
Brickyard Bayou
MS 2020
Broad River
SC 1368
Baxwns Creek
FL 37869
Buffalo creek
CA 4111
Buffalo Creek
NC 4952
Buffalo River
NY 2160 NY 11043
Burlington Ditch
00 1147
Butler Creek
GA 2160
Cache la Foudre
CO 32185 CO 41360
Calabazas Creek
CA 29491
Calaveras River
CA 81787
Calcasieu River
IA 3689
Calcasieu Ship Channel
IA 3689
Calumet River
IL 2691
Cairpbell Creek
SC 914
Canyon Creek
ID 167
Cape Fear River
NC 3522 NC 24350 NC 58297
2

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Receiving Water Index
Casons Lake
GA 2160
Castro Creek (to San Pablo Bay)
CA 5061 CA 5134
Catawba River
SC 1015 SC 3255
Cedar Bayou
TX 3948
Cedar River
IA 5758100
- East Branch
FL 2771
Chartley Brook
MA 4600
Chattahoochie 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
00 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
Coody Creek
OK 34321
Cook Inlet
AK 841 AK 1015
Cooper River
SC 3441 SC 26506 SC 38148
Cow Bayou
TX 3654 TX 4839
Ccwanesque River
PA 8800
Cox Bay
TX 3573
Cox Creek
OR 1112
3

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Receiving Water Index
Cranbury Branch
NJ 2666
Crawford Creek
OR 1627
Crooks Creek
WY 25950
Crow Creek
WY 442
Crowders Creek
NC 4260
Crucho Creek
OK 1031
Crumpacker Ditch
IN 49751
Crystal Springs
ID 892
Cub River
ID 1180
Curtis Bay
MD 311
Cypress Bayou
LA 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
FL 37923
Delaware River
DE 51	NJ 4006 NJ 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
Embarras River
IL 4219
Escambia Bay
FL 2593
Escambia 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
GA 1619 GA 49336
French River
MA 2151
Fry Brook
RI 1139
Gibbons 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
Great Miami River
OH 9261
Great Pee Dee River
SC 1473 SC 2151
Great Salt Lake
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 Mexico
LA 49492
Gum Creek
AR 680 GA 124
Guyandotte River
WV 116
Hales Brook
MA 3077
Halfmile Creek
IL 744
Halfway Creek
WI 54500
Hammers Marsh
WA 21954
Harvester Ditch
IN 655
5

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Receiving Water Index
Haw River
NC 892
Hawk Inlet
AK 43206
Hell Creek
NE 507
Higgins Millpond
MD 3247
Hiwassee River
IN 2461
Hoilinger Creek
AL 841
Holly Creek
AR 582
Holston River - South Fork
TN 2330 TN 2640
Hot Springs Creek
MT 26336
Houston Ship Channel
TX 6271 TX 7021 TX 7439
TX 91853
Hudson River
NJ 787 NJ 957 NY 7048
Huggins 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 Caned
IN 108 IN 205
Intracoastal Waterway
IA 3280
leva Gulch
00 591
James Creek
MS 1970
James River
VA 26557 VA 3654 VA 3697
VA 4804 VA 5312
Jeddo Creek
NY 345
Jercme 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
Kodiak Harbor
AK 2662
Kyte Creek
IL 3417
6

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Receiving Water Index
Laguna Madre
TX 94498
La Quinta Channel
TX 8907
lake Catherine
AR 1147
Lake Maurepas
LA 51993
Lake Michigan
IL 2267 IL 2691 IN 27
IN 108 IN 116 WI 43583
Late Mohawks in
WI 2810
Iaramie River
WY 32590
Leaf River
MS 2917 MS 31704
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
MD 93521
Little River, South Fork
K£ 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
WA 21954
Mad River
CT 3671
Mahoning Creek
PA 44920
Maidendcwn Creek
SC 1872
Marcus Hook Creek
PA 12637
Marter's Ditch
NJ 4391
Maumee River
OH 3051
Maury River
VA 4677
Mawney Brook
RI 1139
Mayhaw Bayou
TX 7862
McKinzie River
CR 515
7

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Receiving Water Index
Meduxnekeag River
ME 2216
Meherrin River
VA 3051
Meramec River
MD 183
Merrimack River
NH 1229
Middle Tyger River
SC 2453


Mill Creek


NC 72648
UT 507

Mississippi
River

AR 36544
AR 37770
IA 191
IA 3387
IA 3522
IA 3620
IA 3611
IL 1244
IL 3140
IA 60
IA 892
IA 2771
IA 3115
IA 3191
IA 3441
IA 5291
IA 5487
IA 5606
IA 5851
IA 41718
IA 51993
IA 59846
IA 59901
MD 281
MD 370
MS 213
MS 27995
Mississippi
Sound

MS 3212


Missouri River

MD 2534
ND 248
ND 370
Mobile River


AL 1597
AL 1970
AL 2801
Mohawk River


NY 7269


Monte Sono Bayou
LA 914 LA 41718
Monticello Reservoir
TX 86
Morgan Creek
MD 345
Mountain Creek, Mineral
Springs Branch
GA 507
Muddy Creek
WY 31241
Murder Creek
OR 1112
Mystic River
MA 103128
Nanticoke River
MD 94
Narragansett Bay
RI 21610
Nashua River
NH 396
Nasty Branch
SC 1856
Naugatuck River
CT 1457
Neches River
TX 4227 TX 52825
Nelson lake
ND 370
Newark Bay
NJ 3166
Niagara River
NY 1635 NY 3310
Nippersink Creek
IL 33863
North Ditch
IL 2267
8

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Receiving Water Index
North Edisto River
SC 1180
North Fork Coyote Creek
CA 55115
North Platte River
WY 3115
North Racoon River
IA 2089
North Tyger River
SC 40517
Northeast Cape Fear River
NC 68004
Nottcway River
VA 3433
Oattulgee River
GA 26735
Ogeechee River
GA 3778
Ohio River
IN 2666	KY 1431	KY 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
SC 2798
Palmarejo Creek
FR 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
9

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Receiving Water Index
Peters Brook
NH 1341
Peters Creek
SC 37826
Peyton Slcugh
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 Pun
VA 5291
Providence River
RI 21610
Puget Sound
WA 1040 WA 21954
Quinebaug River
MA 3361
NE 26565
Quinnipiac River
CT 2437 CI 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
FR 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
Saoo River
ME 1406
St. Johns Creek
IN 45284
10

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Receiving Water Index
St. Johns River
FL 37869
St. Vrain Creek
00 1121 00 36897
Sell em River
NJ 4308
Salmon Falls River
NH 469
Salt Creek
NE 701
San Gabriel River
CA 57177
San Jacinto River
TX 2933 TX 3531 TX 77593
San Joaquin River
CA 4464 CA 4839
San Miguel Creek
NM 28100
San Pablo Bay
CA 5096 CA 5134
Sand Creek
00 1147
Sand Run - South Fork
MD 55182
Sanders Branch
SC 1830
Savannah River
GA 2071 GA 2160 GA 2356
GA 3646 GA 4332
Schuylkill River
PA 11371
Scioto River
OH 6327
Scroggin Branch
MD 1121
Second Creek
IL 3115
Seneca River/Barge Canal
NY 1228
Shades Creek
AL 46370
Sheboygan River
WI 1309
Shoal Creek
IN 1473
Short Creek
M0 2411
Silver Creek
IN 2666
Simpson's Pond
OR 1112
Sinclair Inlet
WA 2062
Sinking Creek
IN 1899
Skunk River, South
IA 6300104 IA 8503102
Snake River
ID 1163 3D 957 OR 2402
Snohanish River
WA 24538
Socastee Swairp
SC 2780
South River
VA 2160
11

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Receiving Water Index
South Platte River	:
CA 1121 00 41351	:
Spokane River	:
WA 825	:
Spring Creek - Logan Branch	:
PA 9202 WV 1261	:
Squaw Creek	:
IL 24074	:
State Industrial Canal	:
UT 507	:
Stono River	:
SC 37770	:
Sugar Creek	:
IN 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	:
00 248
Tennessee River	:
AL 108 AL 3891	AL 22314 :
K£ 3484 K£ 3514	K£ 3603 :
K£ 3701 IN 1465	:
Tennessee River, Betty	Rye Branch :
AL 302
12
Tennessee River, Watts Bar Embayment
TN 1457
Teutsch Ditch
IN 639
Three Mile River
MA 26646
Tibbey Creek
MS 1783
Timothy Creek
SC 38555
Tobyhanna Creek
PA 10987
Tcsnbigbee River
MS 2232
Tons River
NJ 4120
Town Creek
Ktf 73237 MS 1783 IN 27715
Treasure Valley Creesk
FR 23329
Trent River
NC 7285
Trout Brook
MA 22225
Truax Creek
CR 1112
Turkey Creek
FL 34690 M0 2411
Turkey Run
WV 5533
Turtle Creek
PA 5444

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Receiving Water Index
Tuscarora Creek
MD 2429
TVrelve-Mile Creek
SC 302
TWitty's Creek
VA 50822
Tyronza River
AR 36544
U-Crest Ditch
NY 1210
Unalaska Bay
AK 680 AK 27511
Utah Late
UT 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
<3R 30589 CR 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
Wood Creek
VA 3654
13

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Woodbridge Creek
NJ 3867
Yadkin River
NC 5266
Yalobusha River
MS 671
Yazoo River
MS 191 MS 574
Yellowstone River
MT 248 MT 477

-------