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PA Bulletin, Doc. No. 16-951

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[46 Pa.B. 2861]
[Saturday, June 4, 2016]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT 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. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. 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

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0061921
(Sewage) 		Silverleaf Resorts, Inc.
Brookdale Resort
Brookdale and Dyson Roads
Scotrun, PA 18355 		Monroe County
Pocono Township 		Brookdale Lake
(01E) 		Yes
 North Central Regional Office: Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3636.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0228214
(Industrial) 		The Coca Cola Company
217 Aquapenn Drive
Howard, PA 16841 		Centre County
Boggs Township 		Unnamed Tributary to Bald Eagle Creek and Unnamed Stream
(9-C) 		Yes
PA0209368
(Sewage) 		Benton Foundry
5297 State Route 487
Benton, PA 17814-7641 		Columbia County
Sugarloaf Township 		UNT to Coles Creek
(5-C) 		Yes
 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0096318
(Sewage) 		Covi—Douglas STP
Forest Grove Road
Coraopolis, PA 15108 		Allegheny County
Robinson Township 		Unnamed Tributary to Moon Run
(20-G) 		Y
PA0094137
(Sewage) 		Suburban Terrace MHC STP
8038 Jupiter Drive
Aliquippa, PA 15001 		Beaver County
Hopewell Township 		Unnamed Tributary to Boggs Run
(20-G) 		Y
PA0036307
(Sewage) 		Robinson Township WTP
4200 Campbells Run Road
Pittsburgh, PA 15205 		Allegheny County
Robinson Township 		Moon Run
(20-G) 		No
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed #) 		EPA Waived
Y/N?
PA0221023
(sewage) 		Christopher S Arford SRSTP
4660 Hatch Run Road
Warren, PA 16365 		Warren County
Glade Township 		Hatch Run
(16-B) 		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. Telephone 484-250-5970

 PA0034487, Storm Water, SIC Code 5171, Meenan Oil Co. LP, 113 Main Street, Tullytown, PA 19007. Facility Name: Meenan Oil Company IWTP. This existing facility is located in Tullytown Borough, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Delaware River and Delaware River, is located in State Water Plan watershed 2-E and is classified for Migratory Fishes and 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.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Average
Monthly 		Average
Monthly 		Maximum Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX  6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX 30.0 XXX XXX 60
Oil and Grease XXX XXX 15.0 XXX XXX 30
Total Recoverable Petroleum
 Hydrocarbons XXX XXX 15.0 XXX XXX 30

 The proposed effluent limits for Outfall 002

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Average
Monthly 		Average
Monthly 		Maximum Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX 30.0 XXX XXX 60
Oil and Grease XXX XXX 15.0 XXX XXX 30
Total Recoverable Petroleum
 Hydrocarbons XXX XXX 15.0 XXX XXX 30

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

 • Requirements applicable to stormwater outfalls

 • Acquiring all necessary property rights

 • Requirements for Petroleum Marketing Terminals

 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.

 PA0057908, Sewage, SIC Code 7997, Jericho National Golf Club, Inc., 250 Brownsburg Road, New Hope, PA 18938. Facility Name: Jericho National Golf Club STP. This existing facility is located in Upper Makefield Township, Bucks 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 Jericho Creek, is located in State Water Plan watershed 2-E and is classified for Migratory Fishes and 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 0.0042 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Average
Monthly 		Geometric
Mean 		Maximum Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX 0.5 XXX XXX 1.2
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX 20.0 XXX XXX 40
 May 1 - Oct 31 XXX XXX 10.0 XXX XXX 20
Total Suspended Solids XXX XXX 10.0 XXX XXX 20
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200.0 XXX 1,000.0
 May 1 - Sep 30 XXX XXX XXX 200.0 XXX 1,000.0
Total Nitrogen XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX 9.0 XXX XXX 18
 May 1 - Oct 31 XXX XXX 3.0 XXX XXX 6
Total Phosphorus XXX XXX Report XXX XXX XXX

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

 • Notification of operator

 • Change in ownership

 • Sludge and solids disposal

 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.

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

 PA0042048, Sewage, SIC Code 4952, Conyngham—Sugarloaf Joint Municipal Authority, P.O. Box 469, Conyngham, PA 18219. Facility Name: Conyngham-Sugarloaf Joint Municipal Authority WWTP. This existing facility is located in Sugarloaf Township, Luzerne County.

 Description of Existing Activity: This application is for renewal and transfer of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream, Little Nescopeck Creek, is located in State Water Plan watershed 05D 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 0.350 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
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 1.0 XXX 2.0
CBOD5 73 117
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 87 131
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
Nitrite-Nitrate as N Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX Report
Total Kjeldahl Nitrogen Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX

 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.

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

 PA0023183, Sewage, SIC Code 4952, Mount Holly Springs Borough Authority Cumberland County, 200 Harman Street, Mount Holly Springs, PA 17065-1339. Facility Name: Mount Holly Springs STP. This existing facility is located in Mount Holly Springs Borough, Cumberland 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), Mountain Creek, is located in State Water Plan watershed 7-E 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 0.6 MGD

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
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
UV light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
CBOD5
 Nov 1 - Apr 30 173 277
Wkly Avg 		XXX 25.0 40.0 50
 May 1 - Oct 31 138 208
Wkly Avg 		XXX 20.0 30.0 40
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 208 311
Wkly Avg 		XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 52 XXX XXX 7.5 XXX 15
 May 1 - Oct 31 17 XXX XXX 2.5 XXX 5.0
Total Phosphorus 14 XXX XXX 2.0 XXX 4.0
Copper, Total XXX Report XXX XXX Report
Daily Max 		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 Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average 		Maximum Instant.
Maximum
Ammonia—N Report Report XXX Report XXX XXX
Kjeldahl—N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen Report 10,959 XXX XXX XXX XXX
Net Total Phosphorus Report 1,461 XXX XXX XXX XXX

 * 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 Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 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 not in effect.

 PA0082589, Sewage, SIC Code 4952, Pennsylvania American Water, 852 Wesley Drive, Mechanicsburg, PA 17055. Facility Name: Fairview Township South STP. This existing facility is located in Fairview Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Fishing Creek, is located in State Water Plan watershed 7-E 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 0.5 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
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 (TRC) XXX XXX XXX 0.20 XXX 0.64
CBOD5 104 167
Wkly Avg 		XXX 25.0 40.0 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 125 187
Wkly Avg 		XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200    
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 23 XXX XXX 5.7 XXX 11
 May 1 - Oct 31 7.9 XXX XXX 1.9 XXX 3.8
Total Phosphorus 8.3 XXX XXX 2.0 XXX 4
Copper, Total 0.06 0.08 XXX 0.015 0.02
Daily Max 		XXX
Zinc, Total 0.5 0.79 XXX 0.12 0.19
Daily Max 		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 Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average 		Maximum Instant.
Maximum
Ammonia—N Report Report XXX Report XXX XXX
Kjeldahl—N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen3 Report 9,132 XXX XXX XXX XXX
Net Total Phosphorus3 Report 1,218 XXX XXX XXX XXX

 * 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 Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 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 not in effect.

 PA0084247, Sewage, SIC Code 3357, Nexans Inc. (Berk-Tek Inc.), 132 White Oak Road, New Holland, PA 17557-8303. Facility Name: Berk-Tek New Holland WWTP. This existing facility is located in Earl Township, Lancaster 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, Unnamed Tributary to Conestoga River, is located in State Water Plan watershed 7-J 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 0.0075 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissoled Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N (lbs) Report XXX XXX Report XXX XXX
Total Nitrogen (lbs) Report XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs)
 (lbs) XXX Report XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX Report XXX Report
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20
Total Kjeldahl Nitrogen (lbs) Report XXX XXX Report XXX XXX
Total Phosphorus (lbs) Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)
 (lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.)
 Other Stormwater XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
 Other Stormwater XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD)
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Suspended Solids
 Other Stormwater XXX XXX XXX XXX Report XXX
Oil and Grease
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Phosphorus
 Other Stormwater XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.)
 Other Stormwater XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
 Other Stormwater XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD)
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Suspended Solids
 Other Stormwater XXX XXX XXX XXX Report XXX
Oil and Grease
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Phosphorus
 Other Stormwater XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.)
 Other Stormwater XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
 Other Stormwater XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD)
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Suspended Solids
 Other Stormwater XXX XXX XXX XXX Report XXX
Oil and Grease
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Phosphorus
 Other Stormwater XXX XXX XXX XXX Report 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.

 PA0247642, Sewage, SIC Code 6514, Clay Manor Homeowner's Association, 111 East Manor Drive, Lititz, PA 17543. Facility Name: Clay Manor Homeowner's Association STP. This existing facility is located in Elizabeth Township, Lancaster 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, Middle Creek, is located in State Water Plan watershed 7-J 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 0.011 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report
Avg Mo 		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 (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N (lbs) Report XXX XXX Report XXX XXX
Total Nitrogen (lbs) Report XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Kjeldahl Nitrogen (lbs) Report XXX XXX Report XXX XXX
Total Phosphorus (lbs) Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs) XXX Report XXX XXX 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.

 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.0530.

 PA0027049, Sewage, SIC Code 4952, Williamsport Sanitary Authority, 253 W 4th Street, Williamsport, PA 17701-6113. Facility Name: West Plant. This existing facility is located in City of Williamsport, Lycoming 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), West Branch Susquehanna River, is located in State Water Plan watershed 10-A and is classified for Warm Water Fishes, Migratory Fishes and 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 3.92 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Total Residual Chlorine
 (Interim) XXX XXX XXX 1.35 XXX 4.41
 (Final) XXX XXX XXX 0.50 XXX 1.63
CBOD5 1,110 1,765
Wkly Avg 		XXX 34.0 54.0
Wkly Avg 		68
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 1,470 2,190
Wkly Avg 		XXX 45.0 67.0
Wkly Avg 		90
Total Dissolved Solids Report Report XXX Report Report XXX
Fecal Coliform (No./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 Report XXX XXX Report XXX XXX
Total Copper Report Report XXX Report Report XXX
Sulfate Report Report XXX Report Report XXX
Bromoform Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
Chlorodibromomethane Report Report XXX Report Report XXX
Dichlorobromomethane Report Report XXX Report Report 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 Report 71,597
Net Total Phosphorus Report 9,546

 * 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 Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 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.

 PA0232751, Sewage, SIC Code 4952, Potter Township Centre County, 124 Short Road, Spring Mills, PA 16875-9326. Facility Name: Potters Mills Central Treatment System. This proposed facility is located in Potter Township, Centre County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Sewage.

 The receiving stream(s), Sinking Creek, is located in State Water Plan watershed 6-A and is classified for Cold 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 0.014 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Total
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 2.91
Avg Mo 		XXX XXX 25.0 XXX 50.0
Biochemical Oxygen Demand
 (BOD5)
 Raw Sewage Influent Report
Avg Mo 		Report XXX Report XXX XXX
Total Suspended Solids 3.50
Avg Mo 		XXX XXX 30.0 XXX 60.0
Total Suspended Solids
 Raw Sewage Influent Report
Avg Mo 		Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean 		XXX 1,000
Ultraviolet light intensity (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen Report
Avg Mo 		XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX 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 Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average 		Maximum Instant.
Maximum
Ammonia—N Report Report XXX Report XXX XXX
Kjeldahl—N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen3 Report 0 XXX XXX XXX XXX
Net Total Phosphorus3 Report 0 XXX XXX XXX XXX

 * 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 Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 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.

 PA0008419, Industrial, SIC Code 2833, 2834, Cherokee Pharmaceuticals LLC, PO Box 367, Riverside, PA 17868-0367. Facility Name: Cherokee Pharmaceuticals LLC. This existing facility is located in Riverside Borough, Northumberland 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), Susquehanna River, is located in State Water Plan watershed 5-E and is classified for Migratory Fishes and 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 5.06 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Iron, Total XXX XXX XXX XXX Report XXX
1,4-Dioxane Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 1.45 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Biochemical Oxygen Demand
 (BOD5) 2,254 Report XXX Report Report 715
Biochemical Oxygen Demand
 (BOD5)
 Industrial Influent Report Report XXX Report XXX XXX
Chemical Oxygen Demand (COD)
 Industrial Influent Report Report XXX Report XXX XXX
Chemical Oxygen Demand (COD) 7,328 Report XXX 856.0 1,675.0 2,140
Total Suspended Solids 3,832 Report XXX Report Report 1,220
Ammonia-Nitrogen 355 1,015 XXX 29 84 105
Cyanide, Total XXX Report XXX XXX Report XXX
4-Methyl-2-pentanone XXX Report XXX XXX Report XXX
Isopropanol 19.34 47.16 XXX 1.60 3.90 4.87
Phenol 0.24 0.60 XXX 0.02 0.05 0.06
Acetone 2.41 6.04 XXX 0.20 0.50 0.62
Acetonitrile 123.34 302.30 XXX 10.20 25.00 31.25
Acrylonitrile 0.14 0.24 XXX 0.01 0.02 0.03
Chlorobenzene XXX Report XXX XXX Report XXX
Dichlorobenzene, Total XXX Report XXX XXX Report XXX
Benzene 0.24 0.60 XXX 0.02 0.05 0.06
n-Butyl Acetate 6.04 15.72 XXX 0.50 1.30 1.62
1,2-Dichloroethane 1.20 4.83 XXX 0.10 0.40 0.5
Chloroform 1.57 2.41 XXX 0.13 0.20 0.32
Diethylamine XXX Report XXX XXX Report XXX
Isopropyl Ether XXX Report XXX XXX Report XXX
Dimethyl Sulfoxide 453.4 1,106.5 XXX 37.5 91.5 114.37
Ethanol 49.58 120.93 XXX 4.10 10.00 12.5
Ethyl Acetate 6.04 15.72 XXX 0.50 1.30 1.62
Heptane 0.24 0.60 XXX 0.02 0.05 0.06
Hexane 0.24 0.36 XXX 0.02 0.03 0.05
Methylene Chloride 3.62 10.88 XXX 0.30 XXX 0.90
Tetrahydrofuran 31.44 101.50 XXX 2.60 8.4 10.5
Toluene 0.24 0.72 XXX 0.02 0.06 0.07
Triethylamine 1,233.4 3,020.2 XXX 102.0 250 312.5
Xylenes, Total XXX Report XXX XXX Report XXX
Vinyl Chloride XXX Report XXX XXX Report XXX
Total Methanol 49.58 120.90 XXX 4.10 10 12.5
n-amyl Acetate XXX Report XXX XXX Report XXX
Amyl Alcohol XXX Report XXX XXX Report XXX
Isobutyraldehyde XXX Report XXX XXX Report XXX
Methyl Cellosolve XXX Report XXX XXX Report XXX
Methyl Formate 6.04 15.72 XXX 0.50 1.30 1.62
Isopropyl Acetate 6.04 15.72 XXX 0.50 1.30 1.62

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.0432 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 XXX XXX
Aluminum, Total XXX XXX XXX 4.0 XXX XXX
Iron, Total XXX XXX XXX 2.0 XXX XXX
Manganese, Total XXX XXX XXX 1.0 XXX 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 Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average 		Maximum Instant.
Maximum
Ammonia—N Report Report XXX Report XXX XXX
Kjeldahl—N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen* Report 64,884 XXX XXX XXX XXX
Net Total Phosphorus* Report 11,748 XXX XXX XXX XXX

 * 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 Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 • Chesapeake Bay

 • Stormwater Requirements

 • Whole Effluent Toxicity

 • Chemical Additives

 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 Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 PA0254461, Industrial, SIC Code 9611, Urban Redevelopment Authority of Pittsburgh, 200 Ross Street, 11th Floor, Pittsburgh, PA 15219-2069. Facility Name: Nine Mile Run. This existing facility is located in Pittsburgh City, Allegheny 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, Ninemile Run, is located in State Water Plan watershed 19-A 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; design flow varies.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002; design flow varies.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX

 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.

 PA0254312, Industrial, SIC Code 9999, American Iron Oxide Company, 2 Wheeling Pgh Steel Drive, Allenport, PA 15412. Facility Name: American Iron Oxide Co. This proposed facility is located in Allenport Borough, Washington County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated stormwater associated with industrial activity.

 The receiving stream(s), Monongahela River, is located in State Water Plan watershed 19-C 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 precipitation induced design flow.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max 		XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX 120.0 XXX
Total Suspended Solids XXX XXX XXX XXX 100.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Phosphorus, Dissolved XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX 7.0 XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

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

 The permittee shall comply with all requirements in the Storm Water Plan approved by the DEP on May 14, 2015.

 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.

 PA0219134, Industrial, SIC Code 4911, Allegheny Energy Supply Company LLC, 800 Cabin Hill Drive, Greensburg, PA 15601-1689. Facility Name: Allegheny Energy Units 1—5 & Springdale. This existing facility is located in Springdale Township, Allegheny 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), Allegheny River, is located in State Water Plan watershed 18-A 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 1.2694 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max 		XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Temperature (deg F) (°F) XXX XXX XXX XXX 110
Max 		XXX
Total Dissolved Solids Report Report XXX Report Report XXX
Copper, Total Report Report XXX Report Report XXX
Sulfate, Total Report Report XXX Report Report XXX
Hexachlorobenzene1 XXX XXX XXX 0.000769 0.001538 0.005
Benzidine1 XXX XXX XXX 0.000236 0.000472 0.05
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.963 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report XXX XXX XXX XXX
pH
 Internal Monitoring Point XXX XXX 6.0 XXX 9.0 XXX
Free Available Chlorine
 Internal Monitoring Point XXX XXX XXX 0.2 0.5 XXX
Chromium, Total
 Internal Monitoring Point XXX XXX XXX 0.2 0.2
Daily Max 		XXX
Zinc, Total
 Internal Monitoring Point XXX XXX XXX 1.0 1.0
Daily Max 		XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.2736 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point XXX XXX 6.0 XXX 9.0
Max 		XXX
Total Suspended Solids
 Internal Monitoring Point XXX XXX XXX 30.0 100.0 XXX
Oil and Grease
 Internal Monitoring Point XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.0248 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report XXX XXX XXX XXX
pH
 Internal Monitoring Point XXX XXX 6.0 XXX 9.0 XXX
Free Available Chlorine
 Internal Monitoring Point XXX XXX XXX 0.2 0.5 XXX
Chromium, Total
 Internal Monitoring Point XXX XXX XXX 0.2 0.2
Daily Max 		XXX
Zinc, Total
 Internal Monitoring Point XXX XXX XXX 1.0 1.0
Daily Max 		XXX

 The proposed effluent limits for Outfall 401 are based on a design flow of 0.008 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point XXX XXX 6.0 XXX 9.0
Max 		XXX
Total Suspended Solids
 Internal Monitoring Point XXX XXX XXX 30.0 100.0 XXX
Oil and Grease
 Internal Monitoring Point XXX XXX XXX 15.0 20.0 XXX

 1. The parameters indicated by footnote 1 received water quality based effluent limitations because the pollutant was reported to be present at a concentration higher than the DEP recognized target quantitative level. Allegheny Energy Supply LLC will have the opportunity to resample for those parameters during the public comment period to demonstrate that they are not present at concentrations equal to or greater than the target quantitative level. The effluent limitations or monitoring requirements may be removed from the permit or changed to less stringent technology based effluent limitations, as applicable, based on the additional sampling data provided.

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

 • Cooling Water Intake Structures, Requirement to Use eDMR System, WQBELs Below Quantitation Limits

 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.

 PA0254967, Industrial, SIC Code 4959, PPG Industries, Inc., 440 College Park Drive, Monroeville, PA 15146. Facility Name: Former Ford City Facility Slurry Lagoon Area. This proposed facility is located in Cadogan Township, Armstrong County.

 Description of Proposed Activity: The application is for a new NPDES permit for discharges of treated and untreated groundwater and storm water.

 The receiving streams, the Allegheny River and Glade Run, are located in State Water Plan watershed 17-E and are classified for Warm Water Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001, 003, 004, 008, 009 and 010 are for treated and untreated groundwater seeps.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Antimony, Total XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX XXX 7.0 XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are for treated groundwater seeps.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Total Dissolved Solids XXX XXX XXX 2,000 Report XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Antimony, Total XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX XXX 7.0 XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfalls 005, 006 and 007 are for groundwater seeps.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 5.0 5.0 XXX
Aluminum, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.75 0.75 XXX
Antimony, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.6 11.2 XXX
Arsenic, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.0 20.0 XXX
Cadmium, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.27 0.56 XXX
Chromium, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.4 20.8 XXX
Copper, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 9.3 18.6 XXX
Iron, Dissolved
 (Interim) XXX XXX XXX XXX 7.0 XXX
 (Final) XXX XXX XXX 1.5 3.0 XXX
Iron, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.5 3.0 XXX
Lead, Total (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.2 6.4 XXX

 The proposed effluent limits for Outfalls 011 and 012 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Points 103 and 303 are for groundwater seeps.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report XXX Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Antimony, Total XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 203 are for a groundwater seep.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report XXX Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Antimony, Total XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

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

 • A compliance schedule for water quality limits at Outfalls 005, 006 and 007; requirements applicable to storm water outfalls.

 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.

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

 WQM Permit No. WQG02481601, Sewage, Hanover Township, 3630 Jacksonville Road, Bethlehem, PA 18017-9303.

 This proposed facility is located in Hanover Township, Northampton County.

 Description of Proposed Action/Activity: The project is for the replacement of the 4-inch diameter force main that conveys wastewater flows from the Hanover Corporate Center II pump station, which serves the developments in the vicinity of Hanoverville Road and Township Line Road. The proposed service area is expected to add approximately 28,000 gpd of wastewater flow tributary to the pump station. A 6-inch diameter DR-11 HDPE force main will replace the existing pipe from the pump station valve pit to the discharge manhole to handle the extra flows.

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

 WQM Permit No. 4216403, Sewage, Adam J. McAvoy, 3301 W. Washington Street, Bradford, PA 16701.

 This proposed facility is located in Corydon Township, McKean County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 2516201, Industrial, Barrel O'Fun Snack Foods Co. East LLC, 5240 Knowledge Parkway, Erie, PA 16510.

 This proposed facility is located in Waterford Township, Erie County.

 Description of Proposed Action/Activity: Construction of Process Wastewater Treatment Plant for Snack Food Facility.

VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

 Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI023914018(1) David Jaindl
Jaindl Land Company
3150 Coffeetown Road
Orefield, PA 18069 		Lehigh Lower Macungie Township Little Lehigh Creek
(HQ-CWF, MF)
PAI023916003 Brian Carl
Weisenberg Township
2175 Seipstown Road
Fogelsville, PA 18051 		Lehigh Weisenberg Township UNT to Lyon Creek
(HQ-CWF, MF)

 Monroe County Conservation District, 8050 Running Valley Rd., Stroudsburg, PA 18360-0917

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024516003 Stroud Township
1211 N. 5th Street
Stroudsburg, PA 18360-2646 		Monroe Stroud Township Wigwam Run
(HQ-CWF, MF)

 Southwest Region: Waterways & Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. (412) 442.4315

Permit No. Applicant & Address County Municipality Stream Name
PAI056314009-1 First Pennsylvania
Resource, LLC
33 Terminal Way
Suite 431A
Pittsburgh, PA 15219 		Washington County Cross Creek Township UNT to South Fork Creek (HQ-WWF)

 Northwest Region: Waterways and Wetlands Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481 Lawrence County Conservation District, Lawrence County Government Center, 430 Court Street, New Castle, PA 16101

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI063709001R Sonoma Woods
Neshannock Properties, LLC Attn: Charles J. Betters
100 Bet-Tech Drive
Aliquippa, PA 15001 		Lawrence Neshannock Township Neshannock Creek
TSF
UNT Shenango River
WWF
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs
CAFO Notices of Intent Received

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

 PAG123544, CAFO, Shadewood Farms, 123 Acker Road, Marietta, PA 17547.

 This existing facility is located in Howe Township, Perry County.

 Description of Size and Scope of Proposed Operation/Activity: 967.5 AEUs/swine.

 The receiving stream, Howe Run, is in watershed 12-B, and classified for: WWF.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 100-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.

 PAG123634, CAFO, Hessland Farms, 686 Rock Point Road, Mount Joy, PA 17552.

 This existing facility is located in East Donegal Township, Lancaster County.

 Description of Size and Scope of Proposed Operation/Activity: 676.79 AEUs/swine/steer.

 The receiving stream, Donegal Creek, is in watershed 7-G, and classified for: TSF.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 100-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.

 PAG123521, CAFO, Eugene Nolt Farm, 143 Kurtz Road, New Holland, PA 17557.

 This existing facility is located in Earl Township, Lancaster County.

 Description of Size and Scope of Proposed Operation/Activity: 645.96 AEUs/swine/steer.

 The receiving stream, UNT of Conestoga River, is in watershed 7-J, and classified for: CWF.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 100-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.

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