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PA Bulletin, Doc. No. 13-911

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[43 Pa.B. 2721]
[Saturday, May 18, 2013]

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. 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?
PA0060437
(Sewage) 		Pocono Waterworks Company, Inc.
Pine Grove Estates WWTP
331 Plank Road
Beach Lake, PA 18405
Wayne County
Damascus Township 		Unnamed Tributary to Delaware River
(1-A) 		Y
PA0035891
(Sewage) 		Escape Property Owners Association
PO Box 282
Greentown, PA 18426
Pike County
Palmyra Township 		Unnamed Tributary to Wallenpaupack Creek
(1-C)
High Quality Cold Water Fishes 		Y
PA0061352
(Sewage) 		Delaware Water Gap Municipal Authority WWTP
Broad Street
Delaware Water Gap, PA 18327
Monroe County
Delaware Water Gap Borough
Cherry Creek
(1-E) 		Y
 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?
PA0021491—
SEW 		Williamstown Borough Authority
PO Box 44
Williamstown, PA 17098-0044
Dauphin County
Williamstown Borough
Wiconisco Creek / 6-C Y
PA0260975—
SEW 		Richmond Township—Virginville STP
11 Kehl Drive
Fleetwood, PA 19522
Berks County
Richmond Township 		Sacony Creek / 6-C Y
PA0031968—
SEW 		Youth Forestry Camp #3
4534 Tar Kiln Road
James Creek, PA 16657
Huntingdon County
Todd Township 		UNT to Great Trough Creek / 11-D Y
PA0247421—
SEW 		Rodney & Francine Groff
7723 Wertzville Road
Carlisle, PA 17013
Cumberland County
Middlesex Township 		UNT to Conodoguinet Creek / 7-B Y
 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701
NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0111538
(Sewage) 		Pine Valley Mobile Home Park
1333 Johnstown Road
Mifflinburg, PA 17844-6909
Union County
West Buffalo Township 		North Branch Buffalo Creek
(10-C) 		Y
PA0009318
(Industrial Waste) 		Alcan Cable Williamsport Plant
409 Reighard Avenue
Williamsport, PA 17701
Lycoming County
Williamsport City 		Unnamed Tributary to West Branch Susquehanna River and West Branch Susquehanna River
(10-A) 		Y
 Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745
NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N
PA0092801
Sewage 		CCAC West Hills Center
8701 Perry Highway
Pittsburgh, PA 15237
Allegheny County
N Fayette Township
UNT of Robinson Run Y
 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?
PA0101192
(Industrial Waste) 		Falls Creek Borough WTP
117 Taylor Avenue
Falls Creek, PA 15840
Jefferson County
Falls Creek Borough 		Falls Creek
(17-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

 PA0244228, Storm Water, SIC Code 3273, Rahns Construction Material Company, 430 Bridge Road, Collegeville, PA 19426. Facility Name: Rahns Concrete Batch Plant. This existing facility is located in Skippack Township, Montgomery County.

 Description of Existing Activity: The discharge of stormwater from a Ready-Mix Concrete Batch Plant property.

 The receiving stream(s), Perkiomen Creek, is located in State Water Plan watershed 3-E 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, 002, and 003 are based on stormwater discharge.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Annual
Average 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 50 100 100
Oil and Grease XXX XXX XXX Report XXX Report

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

 • Implement Stormwater BMPs

 • Adopt Remedial Measures

 • Change of Ownership

 • Proper Disposal of Solids

 • Definition 10-Year, 24-Hour Rainfall Event

 • Requirements Applicable to Stormwater

 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.

 PA0060054, Sewage, SIC Code 7011, Mt Airy 1 LLC, 42 Woodland Road, Mount Pocono, PA 18344-9703. Facility Name: Mt Airy Casino & Resort. This existing facility is located in Paradise Township, Monroe 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), Forest Hills Run, is located in State Water Plan watershed 1-E 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 0.22 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen
 (Interim) XXX XXX 6.0 XXX XXX XXX
 (Final) XXX XXX 7.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 1.0 XXX 2.0
Total Residual Chlorine
 (Final) XXX XXX XXX 0.5 XXX 1.0
CBOD5
 (Interim) 45.9 XXX XXX 25 XXX 50
 (Final) 18.35 XXX XXX 10 XXX 20
Total Suspended Solids
 (Interim) 55.0 XXX XXX 30 XXX 60
 (Final) 18.35 XXX XXX 10 XXX 20
Total Dissolved Solids 1,835 XXX XXX 1,000 XXX 2000
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
 (Interim) Report XXX XXX Report XXX XXX
 (Final) 18.35 XXX XXX 10.0 XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 (Interim) 5.5 XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 (Interim) 16.5 XXX XXX 9.0 XXX 18.0
 May 1 - Oct 31 (Final) 2.75 XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 (Final) 8.26 XXX XXX 4.5 XXX 9
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Organic Carbon XXX XXX XXX Report XXX XXX
Total Phosphorus 3.7 XXX XXX 2.0 XXX 4.0
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report
Upstream 		Report
Downstream 		XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Upstream 		Report
Downstream 		XXX
Nitrate-Nitrite as N XXX XXX XXX Report
Upstream 		Report
Downstream 		XXX
Total Organic Carbon XXX XXX XXX Report
Upstream 		Report
Downstream 		XXX
Total Nitrogen XXX XXX XXX Report
Upstream 		Report
Downstream 		XXX
Total Phosphorus XXX XXX XXX Report
Upstream 		Report
Downstream 		XXX

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

 • Instream monitoring

 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.

 PA0008664, Industrial Waste, SIC Code 4911, UGI Development Company, 390 US Rt. 11, Hunlock Creek, PA 18621. Facility Name: Hunlock Creek Energy Center. This existing facility is located in Hunlock Township, Luzerne County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Wastewater including Non-contact cooling water, blow down, low volume wastewater and sewage.

 The receiving stream(s), Susquehanna River, Unnamed Stream and Unnamed Tributary to Hunlock Creek, is located in State Water Plan watershed 5-B 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 flow of 50.5 MGD of non-contact cooling water.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
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 Residual Chlorine XXX XXX XXX XXX 0.2
Max
XXX
Temperature (°F) XXX XXX XXX XXX 99
Max 		XXX
Oil and Grease—Net XXX XXX XXX XXX 5.0 XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX Report
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.16 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		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 Residual Chlorine XXX XXX XXX XXX 0.2
Max
XXX
Free Available Chlorine XXX XXX XXX 0.2 XXX 0.5
Total Suspended Solids XXX XXX XXX 30 XXX 100
Oil and Grease XXX XXX XXX 15 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Total Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX Report
Total Annual 		XXX XXX XXX XXX
Total Chromium XXX XXX XXX 0.2 0.2 XXX
Total Iron 29.49 XXX XXX 1.60 XXX XXX
Total Manganese 16.59 XXX XXX .9 XXX XXX
Total Zinc XXX XXX XXX 1.0 1.0 XXX
Total Copper XXX XXX XXX XXX Report XXX
Nickel XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.00357 MGD of treated sewage.

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
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
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 1000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Total Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX Report
Total Annual 		XXX XXX XXX XXX

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

 • Chemical additives

 • Chesapeake Bay monitoring

 • 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.

 PA0062855, Industrial Waste, SIC Code 4941, Mary-D Community Association, P. O. Box 115, Mary-D, PA 17952. Facility Name: Mary-D Water Treatment Plant. This existing facility is located in Schuylkill Township, Schuylkill 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, unnamed tributary to Schuylkill River (locally known as Swift Creek), is located in State Water Plan watershed 3-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 0.0022 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
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 1.0
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Aluminum Report XXX XXX 3.8 XXX 7.6
Total Iron Report XXX XXX 2.0 XXX 4.0
Total Manganese Report XXX XXX 1.0 XXX 2.0

 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.

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

 NPDES Permit No. PA0229156, CAFO, Four Winds Dairy LLC, 400 Vanetten Road, Ulysses, PA 16948.

 This existing facility is located in Harrison Township, Potter County.

 Description of Existing Action/Activity: Authorization for a 2,216 AEU dairy CAFO consisting of 1,100 milk cows, 105 dry cows, 655 heifers and 205 calves. The CAFO is situated near the source to the North Fork of the Cowanesque River in watershed 4-A classified for CWF. A release or discharge to waters of the Commonwealth under normal operation conditions is not expected. Normal operation conditions are defined as conditions below a 25-year, 24-hour storm event.

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

 PA0219037, Industrial Waste, SIC Code 4941, Greater Johnstown Water Authority, PO Box 1407, Johnstown, PA 15907-1407. Facility Name: Saltlick WTP. This existing facility is located in East Taylor Township, Cambria 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), Saltlick Run, is located in State Water Plan watershed 18-E 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 0.053 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
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.0
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Aluminum XXX XXX XXX 0.75 XXX 1.5
Total Iron XXX XXX XXX 1.5 XXX 3.0
Total Manganese XXX XXX XXX 1.0 XXX 2.0

 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.

 PA0001228, SIC Code 3621, Curtiss-Wright Electro-Mechanical Corporation, 1000 Wright Way, Cheswick, PA 15024-1300. Facility Name: Curtiss-Wright Electro-Mechanical Corporation. This existing facility is located in Harmar Township, Allegheny County.

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

 The receiving streams, Tawney Run and an Unnamed Tributary to the Allegheny River, are located in State Water Plan watershed 18-A and are 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 0.05 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
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Manganese XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 601 are based on a design flow of 0.0002 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 5.0 XXX XXX XXX
Chemical Oxygen Demand XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 901 are based on a design flow of 0.001MGD.

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 5.0 XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Dissolved Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.000000 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.45 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
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Manganese XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 113 are based on a design flow of 0.0025 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 5.0 XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 203 are based on a design flow of 0.0002 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 5.0 XXX XXX XXX
Chemical Oxygen Demand XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 303 are based on a design flow of 0.004 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
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 Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Dissolved Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 403 are based on a design flow of 0.0023 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 5.0 XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 603 are based on a design flow of 0.0002 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 5.0 XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 703 are based on a design flow of 0.0023 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 5.0 XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 903 are based on a design flow of 0.005 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 5.0 XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.000000 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX Report Report XXX

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

 • Chemical additives approval condition.

 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.

 PA0000558, SIC Code 6512, Hertz Gateway Center, LP, 2 Gateway Center, Pittsburgh, PA 15222-1425. Facility Name: Gateway Center. This existing facility is located in the City of Pittsburgh, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of untreated non-contact cooling water.

 The receiving stream, 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 21.4 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
Total Residual Chlorine XXX XXX XXX 0.5 1.0 1.25
Temperature (°F) XXX XXX XXX XXX 110 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.

 PA0032611, Sewage, SIC Code 4952, Portage Area Sewer Authority, 606 Cambria Street, Portage, PA 15946-1516. Facility Name: Portage Area STP. This existing facility is located in Portage Township, Cambria 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), Little Conemaugh River, is located in State Water Plan watershed 18-E 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 2.0 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 4.0 XXX XXX XXX
CBOD5 209 313   
Wkly Avg 		XXX 25 40     
Wkly Avg 		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 250 375   
Wkly Avg 		XXX 30 45     
Wkly Avg 		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
UV Transmittance (mjoules/cm2) XXX XXX Report Report XXX XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Copper
 (Interim) Report Report XXX Report Report Report
 (Final) 0.12 0.18 XXX 0.014 0.022 0.035

 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.

 PA0022241, Sewage, SIC Code 4952, Borough of California, 225 3rd Street, California, PA 15419-1131. Facility Name: California Borough STP. This existing facility is located in California Borough, 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), Monongahela River, is located in State Water Plan watershed 19-C and is classified as a Warm Water Fishery. 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 & 1.2 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 4.0 XXX XXX XXX
Total Residual Chlorine
 (Interim) XXX XXX XXX 0.5 XXX 1.6
CBOD5
 (Interim) 210 315
Wkly Avg 		XXX 25 40 50
 (Final) 250 375
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
 (Interim) 250 375
Wkly Avg 		XXX 30 45 60
 (Final) 300 450
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
UV Transmittance (mjoules/cm2)
 (Final) XXX XXX Report Report XXX XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		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 not in effect.

 PA0038181, Sewage, SIC Code 4952, Hempfield Township Municipal Authority, 1146 Woodward Drive, Greensburg, PA 15601-6416. Facility Name: New Stanton STP. This existing facility is located in Hempfield Township, Westmoreland 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), Sewickley Creek, 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 7.2 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 5.0 XXX XXX XXX
CBOD5 1,502 2,402     
Wkly Avg 		XXX 25 40     
Wkly Avg 		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 1,802 2,703     
Wkly Avg 		XXX 30 45     
Wkly Avg 		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
UV Transmittance (mjoules/cm2) XXX XXX Report Report XXX XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen
 May 1 - Oct 31 210 XXX XXX 3.5 XXX 7.0
 Nov 1 - Apr 30 510 XXX XXX 8.5 XXX 17.0
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Antimony
 (Interim) Report Report XXX Report Report XXX
 (Final) 0.46 0.71 XXX 0.0076 0.0118 0.019
Total Selenium
 (Interim) Report Report XXX Report Report XXX
 (Final) 0.40 0.63 XXX 0.0067 0.0105 0.01675
Bis(2-Ethylhexyl)Phthalate
 (Interim) Report Report XXX Report Report XXX
 (Final) 0.23 0.36 XXX 0.0038 0.0060 0.0095

 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.

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

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

 WQM Permit No. 4609407, Sewage, Amendment, Upper Merion Township, 175 West Valley Forge Road, King of Prussia, PA 19406.

 This proposed facility is located in Upper Merion Township, Montgomery County.

 Description of Action/Activity: Upgrades to the existing pump station and installation of a new 16 inch force main.

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

 WQM Permit No. 3806401, Amendment 13-1, Sewerage, RV Management Services, LLC, 25515 Via Mariquita, Carmel, CA 93922.

 This proposed facility is located in Union Township, Lebanon County.

 Description of Proposed Action/Activity: Seeking permit approval to modify its existing WWTP to include a denitrofication tank and additional pre-equalization tanks. The campground is also proposing to install an additional CA-150 treatment system (already permitted) to handle increasing sewage flows. Automatic chemical injection is also proposed.

 WQM Permit No. 3602203, Amendment 13-1, Industrial Waste, Armstrong World Industries, 1507 River Road, Marietta, PA 17547.

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

 Description of Proposed Action/Activity: Seeking permit approval for upgrades to their existing wastewater plant.

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

 WQM Permit No. 1687403, Sewage, Jiffy Mini Mart Inc., 721 South Center Street, Grove City, PA 16127.

 This existing facility is located in Paint Township, Clarion County.

 Description of Proposed Action/Activity: Application for transfer of small flow treatment facility.

 WQM Permit No. 3372402, Sewage, Amendment, Reynoldsville Sewage Authority, 400 N. 5th Street, Reynoldsville, PA 15851. This existing facility is located in Reynoldsville Borough, Jefferson County.

 Description of Proposed Action/Activity: Expansion of wastewater treatment plant including replacement of two RBC's assemblies and five drive assemblies, supplemental aeration system with the RBCs, addition of dewatering press and building, retrofitting headwork's facilities with the installation of a new screening system, and various incidental site improvements.

 WQM Permit No. 1613401, Sewage, Bryan Huwar & Terry Rapp, 190 Huwar Road, Summerville, PA 15864.

 This proposed facility is located in Paint Township, Clarion County.

 Description of Proposed Action/Activity: Sewer extension from the Paint Elk Sanitary Sewer system to service 27 proposed residential rental cabins to be located along Doe Run Road.

IV. NPDES Applications for Stormwater Discharges from MS4
V. Applications for NPDES Waiver Stormwater Discharges from MS4
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

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

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI011513011 Gregory Levinson
5 Harrison Drive
Newtown Square, PA 19073
Chester Willistown Township Crum Creek
HQ-CWF
PAI011513013 Rite Aid of Pennsylvania, Inc.
877 Kings Hwy, Suite 100
West Deptford, NJ 08096
Chester Westtown Township Hunters Run
HQ-TSF

 Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701

 Clearfield County Conservation District: 650 Leonard Street, Clearfield, PA 16830, (814) 765-2629

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI041713001 West Penn Power
800 Cabin Hill Dr
Greensburg PA 15601
Clearfield Girard Township Lost Run
HQ-CWF Wild Trout

 Lycoming County Conservation District: 542 County Farm Road Suite 202, Montoursville, PA 17754, (570) 433-3003

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI044113001 City of Williamsport
City Hall
245 W 4th St
Williamsport PA 17701
Lycoming City of Williamsport Lycoming Creek
EV
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.

 PAG123747, CAFO, A. Wayne Rudolph, 2129 Grace Avenue, Lebanon, PA 17046.

 This proposed facility is located in Swatara Township, Lebanon County.

 Description of Size and Scope of Proposed Operation/Activity: 170 AEU existing poultry operation.

 The receiving stream, UNT to Swatara Creek, is in watershed 7-D, 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.

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

Agricultural Operation
Name and Address		CountyTotal
Acres		Animal Equivalent UnitsAnimal
Type		Special Protection Waters (HQ or EV or NA) Application
or Action
Presque Isle Downs
8199 Perry Highway
Erie, PA 16509
Erie 237 383.05 Horse NA Application

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