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PA Bulletin, Doc. No. 12-1344

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[42 Pa.B. 4590]
[Saturday, July 21, 2012]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

Location Permit Authority Application Type or Category
Section I NPDES Renewals
Section II NPDES New or Amendment
Section III WQM Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV NPDES MS4 Individual Permit
Section V NPDES MS4 Permit Waiver
Section VI NPDES Individual Permit Stormwater Construction
Section VII NPDES NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

I. NPDES Renewal Applications

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name (Watershed #) EPA Waived Y/N?
PA0246921
(Sew) 		Lenhartsville Borough
PO Box 238
Lenhartsville, PA 19534 		Berks County / Lenhartsville Borough Furnace Creek / 3-B Y
PA0247928
(Sew) 		Hopewell Township
415 Three Square Hollow Road Newburg, PA 17240 		Cumberland County / Hopewell Township UNT Peebles Creek / 7B Y
PA0248312 (CAFO) Willow Behrer Farm
3288 Behrer Lane
Spruce Creek, PA 16683 		Huntingdon County / Franklin Township UNT Spruce Creek / 11-A Y
PAG123544 (CAFO) Scott Ehrisman Farm
748 Hollow Road
Richfield, PA 17086 		Juniata County / Monroe Township Stony Run / 12-B Y
PA0088692 (CAFO) Frey Dairy Farms, Inc.
2646 River Road
Conestoga, PA 17516 		Lancaster County / Manor Township Manns Run / 7-J Y
PA0246484
(SEW) 		Little Washington
Wastewater Company
762 West Lancaster Avenue Bryn Mawr, PA 19010-3489 		Adams County /
Mount Joy Township 		Rock Creek / 13-D Y
PA0035823
(SEW) 		Kent Saunders
Saunderosa Park
5909 Little Cove Road Mercersburg, PA 17236-9409 		Franklin County / Warren Township Little Cove Creek / 13-B Y
PA0080900 Berrysburg Municipal Authority Berrysburg Borough Building First & Hickory Streets Berrysburg, PA 17005 Dauphin County / Berrysburg Borough Unt Wiconisco Creek / 6-C Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401

 PA0024121, Sewage, SIC Code 4941, 4952, Little Washington WW Co., 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. Facility Name: Media Borough STP. This existing facility is located in Upper Providence Township, Delaware County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Ridley Creek, is located in State Water Plan watershed 3-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.8 MGD.

Mass (lb/day) Concentration (mg/l)
AverageWeeklyInstant.AverageWeeklyInstant.
Parameters Monthly Average Minimum Monthly Average Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.3 XXX 1.0
CBOD5
 May 1 - Oct 31 225 375 XXX 15 25 30
 Nov 1 - Apr 30 375 600 XXX 25 40 50
Total Suspended Solids 450 675 XXX 30 45 60
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 May 1 - Oct 31 30 XXX XXX 2.0 XXX 4.0
 Nov 1 - Apr 30 90 XXX XXX 6.0 XXX 12.0
Total Copper (Interim) XXX XXX XXX Report XXX Report
Total Copper (Final) 0.405 XXX XXX 0.027 XXX 0.054

 The proposed effluent limits for Outfall 002 are based on an average storm water flow.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Fecal Coliform (CFU/100 ml) XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on an average storm water flow.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Fecal Coliform (CFU/100 ml) XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions:

 A. Operator Notification

 B. Average Weekly Definition

 C. Remedial Measures if Unsatisfactory Effluent

 D. No Stormwater

 E. Acquire Necessary Property Rights

 F. WETT at Renewal

 G. Change in Ownership

 H. Chlorine Minimization

 I. Proper Sludge Disposal

 J. TMDL/WLA Analysis

 K. Operator Certification

 L. I-Max Limitations

 M. Laboratory Certification

 N. Fecal Coliform Reporting

 O. Compliance Schedule

 P. Stormwater Condition

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is not in effect.

 PA0050989, Sewage, SIC Code 4952, Frederick Mennonite Community, P O Box 498, Frederick, PA 19435. Facility Name: Frederick Mennonite Community WWTP. This existing facility is located in Upper Frederick Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream(s), Unnamed Tributary to Swamp Creek, is located in State Water Plan watershed 3-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0499 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyInst.AverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
CBOD5
 May 1 - Oct 31 XXX XXX XXX 10 XXX 20
 Nov 1 - Apr 30 XXX XXX XXX 15 XXX 30
Total Suspended Solids XXX XXX XXX 15 XXX 30
Fecal Coliform (CFU/100 ml)
 (October 1 to April 30) XXX XXX XXX 200
Geo Mean 		XXX 1,000*
 (May 1 to September 30) XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0
Total Phosphorus XXX XXX XXX 1.0 XXX 2.0

 *Shall not exceed in more than 10 percent of samples taken

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

 PA0021512, Sewage, SIC Code 0100, 4952, Borough of Royersford, 300 Main Street, Royersford, PA 19468. Facility Name: Borough of Royersford STP & Sewer System. This existing facility is located in Upper Providence Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream(s), Schuylkill River, is located in State Water Plan watershed 3-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.7 MGD.

Mass (lb/day) Concentration (mg/l)
AverageWeeklyInst.AverageWeeklyInstant.
Parameters Monthly Average Minimum Monthly Average Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2
CBOD5 117 175 XXX 20 30 40
Total Suspended Solids 117 175 XXX 20 30 40
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000*
Ammonia-Nitrogen 35 XXX XXX 6.0 XXX 12.0
Total Phosphorus 12 XXX XXX 2.0 XXX XXX

 *Shall not exceed in more than 10 percent of samples.

 In addition, the permit contains the following major special conditions:

 • PCBs PMP implementation.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

 PA0011533, IW, SIC Code 2911, Sunoco Inc. (R&M), 3144 W. Passyunk Avenue, Philadelphia, PA 19145-5208. Facility Name: Girard Point Processing Area. This existing facility is located in City of Philadelphia, Philadelphia County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated wastewater.

 The receiving stream(s), Schuylkill River, is located in State Water Plan watershed 3F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001 and 009 are based on stormwater flow.

Mass (lb/day) Concentration (mg/l)
AverageDailyInsant.AverageDailyInsant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report
pH (S.U.) 6.0 9.0
BOD5 26.4 48.0 66.0
Chemical Oxygen Demand 180 360 450
Total Suspended Solids 21.6 34.0 55.0
Oil and Grease 8.0 15.6 20.0
Hexavalent Chromium 0.028 0.062 0.07
Total Chromium 0.22 0.60 0.75
Total Phenolics 0.17 0.35 0.43

 The proposed effluent limits for Outfalls 002 and 014 are based on stormwater runoffs.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Insant.
Minimum 		Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report
pH (S.U.) 6.0 9.0
Oil and Grease 15
Total Organic Carbon 110

 The proposed effluent limits for Outfalls 004 and 011 are based on a non-contact cooling water flow.

Mass (lb/day) Concentration (mg/l)
AverageDailyInstant.AverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD)Report Report
pH (S.U.) 6.0 9.0
Temperature (°F) 110
Total Organic Carbon 5.0
Total Suspended Solids Report Report
Ammonia-Nitrogen Report Report
BOD5 Report Report
Total Dissolved Solids Report Report

 The proposed effluent limits for Outfalls 005, 010 and 012 are based on a roof drains runoffs flow.

Concentration (mg/l)
Parameters Annual Average Daily Maximum
pH (S.U.) Report Report
CBOD5 Report Report
Chemical Oxygen Demand Report Report
Total Suspended Solids Report Report
Oil and Grease Report Report
Total Kjeldahl Nitrogen Report Report
Total Phosphorus Report Report
Dissolved Iron Report Report

 The proposed effluent limits for Outfall 015 are based on a design flow of 6.22 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report
pH (S.U.) 6.0 9.0
Total Residual Oxidants Report 0.2 0.5
BOD5 1,410 2,653 27 51 68
CBOD20 2,170
CBOD20 % Removal (%)
 Percent Removal 		89.25%
Chemical Oxygen Demand 186 362 466
Chemical Oxygen Demand
 Effluent Net 		9,673 18,794
Total Suspended Solids
 Effluent Net 		1,160 1,824
Total Suspended Solids 22.4 35 56
Total Dissolved Solids 213,102 213,102 4,108 4,108 4108
Oil and Grease 8.5 15.9 20.0
Oil and Grease
 Effluent Net 		442 829
Ammonia-Nitrogen
 Effluent Net 		525 1,147
Ammonia-Nitrogen 10.0 22.0 25.0
Hexavalent Chromium 0.01 0.03 0.03
Hexavalent Chromium
 Effluent Net 		0.7 1.6
Total Chromium 0.16 0.4 0.4
Total Chromium
 Effluent Net 		8.5 24.3
Total Iron Report Report
Total Lead 0.066 0.13 0.165
Total Thallium Report Report
Total Sulfide
 Effluent Net 		7.7 17.1
Total Sulfide 0.14 0.3 0.35
Phenol Report 0.5 0.5
Hexachlorobenzene Report Report
Benzene 0.10 0.20 0.25
Benzidine Report Report
Total BTEX 0.10 0.20 0.25
Naphthalene 1.14 2.28 2.85
N-Nitrosodimethylamine Report Report
Total Phenolics
 Effluent Net 		7.2 19.4
Total Phenolics 0.13 0.37 0.37
PCBs (Dry Weather) (pg/L) Report
PCBs (Wet Weather) (pg/L) Report
Acute toxicity (Ceriodaphnia) (TUa) Report
Chronic toxicity (Ceriodaphnia) (TUc) Report
Acute toxicity (Pimephales) (TUa) Report
Chronic toxicity (Pimephales) (TUc) Report

 In addition, the permit contains the following major special conditions:

 I.

 A. Remedial Measures if Creates Public Nuisance

 B. Applicable BAT/BCT

 C. CBOD20 Allocation

 D. Thermal Impact Requirement

 E. Approved Test Methods

 F. Change in Ownership

 G. Proper Sludge Disposal

 H. TMDL/WLA Analysis

 I. I-max Definitions

 J. Twice per month sampling

 K. Operation and Maintenance Plan Requirements

 L. Laboratory Certification

 M. TRO Amperometric Method

 N. PCB PMP and Sampling Requirement

 O. WETT Requirement

 P. Sand Filter Operation

 Q. Stormwater Flow Calculations

 R. Ballast/Stormwater/Intake Credit Calculations for Various Parameters

 S. TOC Intake Sample

 T. Stormwater Contaminated Runoff

 II. Chemical Additives Requirement

 III. Water Intake Structure

 IV. Stormwater Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is not in effect.

  Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790

 PA0034746, Sewage, SIC Code 5271, MHC Lil Wolf LP, 2 N Riverside Plaza Suite 800, Chicago, IL 60606-2682. Facility Name: MHC Lil Wolf LP. This existing facility is located in North Whitehall Township, Lehigh County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream(s), Unnamed Tributary to Coplay Creek, is located in State Water Plan watershed 2-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.038 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageInstant.
Parameters Monthly Maximum Minimum Monthly Maximum
Flow (MGD)Report ReportXXX XXXXXX XXX
pH (S.U.)XXX XXX6.0XXX XXX 9.0
Dissolved Oxygen
 (Interim)XXX XXX3.0 XXXXXXXXX
Dissolved Oxygen
 (Final)XXX XXX6.0 XXX XXXXXX
Total Residual Chlorine
 (Interim) XXX XXXXXX 1.2 XXX 2.8
 (Final) XXX XXX XXX 0.09XXX 0.2
CBOD5
 (5/1 to 10/31) XXX XXXXXX10 XXX50
 (11/1 to 4/30)XXX XXX XXX 20 XXX 50
Total Suspended Solids XXX XXX XXX 10 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 (Interim) XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 (Interim) XXX XXX XXX 9.0 XXX 18.0
 May 1 - Sep 30 (Final) XXX XXX XXX 2.4 XXX 4.8
 Oct 1 - Apr 30 (Final) XXX XXX XXX 7.2 XXX 14.4

 In addition, the permit contains the following major special conditions:

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 PA0013064, SIC Code 2816, Rockwood Pigments N A Inc., 1525 Wood Avenue, Easton, PA 18042-3186. Facility Name: Rockwood Pigments N.A. Inc. This existing facility is located in Easton City, Northampton County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.

 The receiving stream(s), Bushkill Creek, is located in State Water Plan watershed 1-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.052 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX 110 XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.56 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Jan 1-31 XXX XXX XXX XXX 108.4 XXX
 Feb 1-29 XXX XXX XXX XXX 110 XXX
 Mar 1-31 XXX XXX XXX XXX 110 XXX
 Apr 1-15 XXX XXX XXX XXX 110 XXX
 Apr 16-30 XXX XXX XXX XXX 110 XXX
 May 1-15 XXX XXX XXX XXX 110 XXX
 May 16-31 XXX XXX XXX XXX 110 XXX
 Jun 1-15 XXX XXX XXX XXX 110 XXX
 Jun 16-30 XXX XXX XXX XXX 110 XXX
 Jul 1-31 XXX XXX XXX XXX 101.4 XXX
 Aug 1-15 XXX XXX XXX XXX 94.2 XXX
 Aug 16-31 XXX XXX XXX XXX 94.2 XXX
 Sep 1-15 XXX XXX XXX XXX 85.9 XXX
 Sep 16-30 XXX XXX XXX XXX 83.9 XXX
 Oct 1-15 XXX XXX XXX XXX 84 XXX
 Oct 16-31 XXX XXX XXX XXX 79 XXX
 Nov 1-15 XXX XXX XXX XXX 86.3 XXX
 Nov 16-30 XXX XXX XXX XXX 82.3 XXX
 Dec 1-31 XXX XXX XXX XXX 92.9 XXX
Total Suspended Solids 140 280 XXX 30 60 75
Total Dissolved Solids 46,704 70,056 XXX 10,000 15,000 XXX
Oil and Grease XXX XXX XXX 10 30 30
Ammonia-Nitrogen 93.4 186.8 XXX 20 40 50
Total Iron XXX XXX XXX 1.0 2.0 2.5
Total Zinc XXX XXX XXX 0.1 0.2 0.25

 The proposed effluent limits for Outfall 003 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 009 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 010 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 011 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 012 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 013 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 014 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 015 are based on stormwater.

Mass (lb/day) Concentration (mg/l)
AverageAverageDailyInstant.
Parameters Monthly Minimum Monthly Maximum Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions:

 • Chemical additives

 • Stormwater

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is not in effect.

  Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0042528, Sewage, SIC Code 6515, Robert L Searer, 1446 Prayer Mission Road, York, PA 17406. Facility Name: Margaretta Mobile Home Park. This existing facility is located in Lower Windsor Township, York County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Cabin Creek, is located in State Water Plan watershed 7-I and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageInstant.
Parameters Monthly Maximum Minimum Monthly Maximum
Flow (MGD)Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.50 XXX 1.63
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N XXX Report XXX Report
Daily Max 		XXX XXX
Total Nitrogen XXX Report XXX Report
Daily Max 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 13 XXX 26
 Nov 1 - Apr 30 XXX XXX XXX Report XXX Report
Total Kjeldahl Nitrogen XXX Report XXX Report
Daily Max 		XXX XXX
Total Phosphorus XXX Report XXX Report
Daily Max 		XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0083160, Sewage, SIC Code 6515, Anchor Mobile Estates, Peifer & Gross, Inc, PO Box 506, Elizabethtown, PA 17022-0506. Facility Name: Anchor Estates MHP. This existing facility is located in Butler Township, Adams County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Willoughby Run, is located in State Water Plan watershed 13-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.021 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3 XXX 6
 Nov 1 - Apr 30 XXX XXX XXX 9 XXX 18

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0082368, Sewage, SIC Code 4952, Abbottstown-Paradise Joint Sewer Authority, PO Box 505, Abbottstown, PA 17301-0505. Facility Name: Abbottstown Paradise STP. This existing facility is located in Hamilton Township, Adams County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Beaver Creek, is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.35 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageWeeklyInstant.
Parameters Monthly Maximum Minimum Monthly Average Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5
 May 1 - Oct 31 43.5 64
Wkly Avg 		XXX 15 22 30
 Nov 1 - Apr 30 73 116.5
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 87.5 131
Wkly Avg 		XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N (lbs/mo) Report
Total Mo 		XXX XXX Report XXX XXX
Total Nitrogen Report
Total Mo 		Report
Total Annual 		XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 4.4 XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 13.1 XXX XXX 4.5 XXX 9.0
Total Kjeldahl Nitrogen (lbs/mo) Report
Total Mo 		XXX XXX Report XXX XXX
Total Phosphorus 5.8 Report
Total Annual 		XXX 2.0 XXX 4.0

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

  Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.3664.

 PA0111759, Industrial Waste, SIC Code 2011, Cargill Meat Solutions Corp, PO Box 188, Wyalusing, PA 18853-0188. Facility Name: Cargill Meat Solutions Corp. This existing facility is located in Wyalusing Township, Bradford County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Wyalusing Creek, is located in State Water Plan watershed 4-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.528 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
BOD5 368 737 XXX Report Report 185
Total Suspended Solids 439 877 XXX Report Report 221
Total Dissolved Solids Report Report XXX Report Report XXX
Oil and Grease 74 148 XXX 15 30 30
Fecal Coliform (CFU/100 ml) XXX XXX XXX XXX XXX 400
Ammonia-Nitrogen XXX XXX XXX 4.0 8.0 XXX
Total Nitrogen XXX XXX XXX 134 194 XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report Report
Kjeldahl—N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen
 (Interim) Report Report
 (Final) Report 19483
Net Total Phosphorus
 (Interim) Report Report
 (Final) Report 1218

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 * The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2013. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2014. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2013.

 In addition, the permit contains the following major special conditions:

 • Nutrient Requirements

 • Chemical Additives

 • Sodium Bromide Prohibition

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is not in effect.

  Southwest Regional Office: Regional Manager, Clean Water, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000

 PAS206101, Industrial Waste, SIC Code 3400, Dynamic Materials Corporation, 1138 Industrial Park Drive, Mount Braddock, PA 15465. Facility Name: Dunbar Mine Manufacturing. This existing facility is located in Dunbar Township, Fayette County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of storm water.

 The receiving stream(s), Dunbar Creek, is located in State Water Plan watershed 19-D and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are for discharges of storm water runoff.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 XXX 60
Oil and Grease XXX XXX XXX 15 XXX 30
BOD5 XXX XXX XXX Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX Report
Total Dissolved Solids XXX XXX XXX Report XXX Report
Sulfate, Total XXX XXX XXX Report XXX Report
Total Aluminum XXX XXX XXX 0.75 XXX 1.5
Total Iron XXX XXX XXX 1.0 XXX 2.0
Total Zinc XXX XXX XXX 0.117 XXX 0.234
pH XXX XXX 6.0 XXX XXX 9.0

 The proposed effluent limits for Outfall 002 are for discharges of storm water runoff.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 XXX 60
Oil and Grease XXX XXX XXX 15 XXX 30
BOD5 XXX XXX XXX Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX Report
Total Dissolved Solids XXX XXX XXX Report XXX Report
Total Aluminum XXX XXX XXX 0.75 XXX 1.5
Total Iron XXX XXX XXX 1.0 XXX 2.0
Total Zinc XXX XXX XXX 0.117 XXX 0.234
pH XXX XXX 6.0 XXX XXX 9.0

 In addition, the permit contains the following major special conditions:

 • Conditions for storm water control including an effluent goal for Nitrate-Nitrite as N and a requirement to develop a Storm Water Pollution Prevent Plan

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 PA0217778, SIC Code 1389, Keyrock Energy LLC, 106 Ferrell Avenue Suite 5, Kingsport, TN 37663-2371. Facility Name: Dawson Treatment Plant. This existing facility is located in Dunbar Township, Fayette County. Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated coalbed methane production water.

 The receiving stream(s), Unnamed Tributary to Youghiogheny River, is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) XXX 0.06 XXX XXX XXX XXX
pH XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Dissolved Solids Report Report XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Acidity, Total (as CaCO3) XXX XXX XXX Report Report XXX
Alkalinity, Total (as CaCO3) XXX XXX XXX Report Report XXX
Alkalinity, Total (as CaCO3)
 Effluent Net XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX 3.5 XXX 7.0
Chloride Report Report XXX Report Report XXX

 In addition, the permit contains the following major special conditions:

 • Chemical Additives, Total Dissolved Solids- Chapter 95.10 Discharge Loadings

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 PA0219339, SIC Code 1311, Keyrock Energy LLC, 106 Ferrell Avenue, Kingsport, TN 37663-2371. Facility Name: Jones Treatment Plant. This existing facility is located in Black Lick Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated coalbed methane production water.

 The receiving stream, Blacklick Creek, is located in State Water Plan watershed 18-D and is classified for Trout Stocked Fishery, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.6 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) XXX 0.6 XXX XXX XXX XXX
pH XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 30 60 XXX
Total Dissolved Solids Report Report XXX Report Report XXX
Osmotic Pressure XXX XXX XXX 204 319 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Acidity, Total (as CaCO3) XXX XXX XXX Report Report XXX
Alkalinity, Total (as CaCO3)
 Effluent Net XXX XXX XXX 0 0 XXX
Alkalinity, Total (as CaCO3) XXX XXX XXX Report Report XXX
Total Aluminum XXX XXX XXX 0.48 0.75 XXX
Dissolved Iron XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX 1.5 2.94 XXX
Total Manganese XXX XXX XXX 0.64 1.0 XXX
Chloride Report Report XXX Report Report XXX

 In addition, the permit contains the following major special conditions:

 • Chemical Additives, Total Dissolved Solids- Chapter 95.10 Discharge Loadings

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

 PA0090018, Sewage, N Strabane Township Municipal Authority, 1929B Route 519 South, Canonsburg, PA 15317. Facility Name: Willolake STP. This existing facility is located in North Strabane Township, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream(s), Unnamed Tributary of Chartiers Creek, is located in State Water Plan watershed 20-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.14 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageWeeklyInstant.
Parameters Monthly Maximum Minimum Monthly Average Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 11.7 17.5
Wkly Avg 		XXX 10 15 20
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids Report Report XXX Report XXX XXX
Total Suspended Solids 29.2 43.8
Wkly Avg 		XXX 25 37.5 50
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 2.3 3.5
Wkly Avg 		XXX 2.0 3.0 4.0
 Nov 1 - Apr 30 4.1 6.1
Wkly Avg 		XXX 3.5 5.3 7.0

 The EPA Waiver is in effect.

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