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PA Bulletin, Doc. No. 13-572

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[43 Pa.B. 1736]
[Saturday, March 30, 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?
PA0064211
(Sewage) 		Schuylkill Valley Sewer Authority WWTP
Ridge Road T-770
Blythe Twp, PA 17930
Schuylkill County
Blythe Township 		Schuylkill River
(3-A) 		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?
PA0081833
(Sew) 		SK Part II, LTD—
Peach Bottom Inn Motel
6085 Delta Road
Delta, PA 17314
York County /
Peach Bottom Township 		Scott Creek / 7-I Y
PA0086878
(IW) 		Hamburg Municipal Authority—
Water Filtration Plant
61 North 3rd Street
Hamburg, PA 19526
Berks County / Windsor Township Furnace Creek / 3-B Y
PA0087769—
(IW/GWCU) 		Texas Eastern Transmissions, LP
5400 Westminster Court
Houston, TX 77056
Perry County / Carroll Township Shermans Creek / 7-A Y
PA0082066
(IW) 		Valley Proteins, Inc.—
(Terre Hill Division)
693 Wide Hollow Road
Terre Hill, PA 17519
Lancaster County / East Earl Township Muddy Creek / 7-J 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
PA0026425
Sewage 		Lincoln Road STP
1955 Lincoln Road
Pittsburgh, PA 15235
Allegheny County
Penn Hills Township 		Shades 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?
PA0103373
(Sewage) 		Foxburg STP
River Road,
Foxburg, PA 16036
Clarion County
Foxburg Borough 		Allegheny River
(17-C) 		Y
PA0103471
(Sewage) 		Shenango Township STP
Campground Road,
West Middlesex, PA 16159
Mercer County
Shenango Township 		Shenango River
(20-A) 		Y
PA0014427
(Industrial Waste) 		Allegheny National Fish Hatchery
6616 Hemlock Road,
Warren, PA 26365
Warren County
Glade Township 		Allegheny River
(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

 PA0029441, Sewage, SIC Code 4952, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976. Facility Name: Upper Dublin WWTP. This existing facility is located in Upper Dublin Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage effluent through Outfall 001 and site stormwater through Outfalls 002 and 003.

 The receiving stream(s), an unnamed tributary to Sandy Run, locally known as Pine Run, is located in State Water Plan watershed 3-F and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.1 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 7.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.09 XXX 0.3
CBOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
 May 1 - Oct 31 117 174 XXX 13 19
Wkly Avg 		26
 Nov 1 - Apr 30 229 339 XXX 25 37
Wkly Avg 		50
BOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Suspended Solids 275 412 XXX 30 45
Wkly Avg 		60
Total Dissolved Solids XXX XXX XXX XXX 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 200    
Geo Mean 		XXX 1,000*
Nitrate-Nitrite as N Report XXX XXX Report XXX Report
Ammonia-Nitrogen
 May 1 - Oct 31 20 XXX XXX 2.2 XXX 4.4
 Nov 1 - Apr 30 60 XXX XXX 6.6 XXX 13.2
Total Phosphorus 18 XXX XXX 2.0 XXX 4.0
Orthophosphate as P
 Apr 1 - Jul 31 13 XXX XXX 1.4 XXX 2.8
Total Cadmium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX 0.056 0.087 XXX
Free Available Cyanide XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX XXX Report XXX
Total Thallium XXX XXX XXX XXX Report XXX
Dichlorobromomethane XXX XXX XXX XXX Report XXX
Bis(2-Ethylhexyl)Phthalate XXX XXX XXX XXX Report XXX
Chronic Toxicity—
 Ceriodaphnia Survival  (TUc) XXX XXX XXX XXX Report XXX
Ceriodaphnia Reproduction  (TUc) XXX XXX XXX XXX Report XXX
Chronic Toxicity—
 Pimephales Survival (TUc) XXX XXX XXX XXX Report XXX
 Pimephales Growth (TUc) XXX XXX XXX XXX Report XXX
*Not to exceed 1,000/100ml in greater than 10% of samples tested

 The proposed effluent limits for Outfall 002 are based on a design flow of an average storm event. Monitoring is not required for Outfall 003.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Average
Weekly 		Minimum Annual
Average 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX XXX Report Report XXX
CBOD5 XXX XXX XXX Report Report XXX
Chemical Oxygen Demand XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report Report XXX
Total Phosphorus XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX Report Report XXX

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

 • Notification of designation of responsible operator

 • Definition of average weekly

 • Remedial measures if public nuisance

 • No stormwater to sanitary sewers

 • Necessary property rights

 • Small stream discharge

 • Change of ownership

 • Specification of test methods

 • Proper sludge handling

 • Chlorine minimization

 • TMDL/WLA data submission

 • Operator training

 • Instantaneous maximum limits

 • Operation and maintenance plan

 • Laboratory certification

 • Fecal coliform reporting

 • Whole effluent toxicity requirements

 • Stormwater requirements

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

 The EPA Waiver is not in effect.

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

 PA0070491, Sewage, SIC Code 8052, Mahoning Valley Nursing and Rehabilitation Center, 397 Hemlock Drive, Lehighton, PA 18235. Facility Name: Mahoning Valley Nursing and Rehabilitation Center Wastewater Treatment Plant. This existing facility is located in Mahoning Township, Carbon 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, Stewart Creek, is located in State Water Plan watershed 02B and has an existing use classification of Exceptional Value, 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 0.02 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 1.2 XXX 2.8
CBOD5 XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Interim) May 1 - Oct 31 XXX XXX XXX Report XXX XXX
 (Final) May 1 - Oct 31 XXX XXX XXX 16.4 XXX 32.8
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report 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.

 PA0060089, Sewage, SIC Code 4952, Middle Smithfield Township, 25 Municipal Drive, East Stroudsburg, PA 18302-9710. Facility Name: Fernwood WWTP. This existing facility is located in Middle Smithfield 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, Bush Kill, is located in State Water Plan watershed 01D and is classified for, 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 1.0 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 6.0 XXX XXX XXX
CBOD5 205 330
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 250 375
Wkly Avg 		XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Dissolved Solids XXX XXX XXX 1,000 XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 25 XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 75 XXX XXX 9.0 XXX 18.0
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Copper (Interim) XXX XXX XXX Report Report
Daily Max 		XXX
Total Copper (Final) XXX XXX XXX 0.023 0.037
Daily Max 		XXX
UV Transmittance
 (mjoules/cm2) XXX XXX XXX Report XXX XXX

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

 • Whole Effluent Toxicity (WET) Testing

 • Toxic Reduction Evaluation (TRE)

 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.

 PA0012963, Industrial Waste, SIC Code 2631, Rock-Tenn Converting Company, P. O. Box 770, 1 Paper Mill Road, Delaware Water Gap, PA 18327. Facility Name: Rock-Tenn Converting Company Stroudsburg Mill. This existing facility is located in Smithfield Township, Monroe County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste. The draft permit was published in the February 2, 2013, Pennsylvania Bulletin. Revisions have been made to the effluent limits for Outfall 001, to add limits for Total Residual Chlorine and to make the limits for Fecal Coliform effective upon permit issuance rather than phased in after one year.

 The receiving stream, Brodhead Creek, is located in State Water Plan watershed 1-E 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 0.627 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Geometric
Mean 		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 XXX 0.5 1.6
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000

 The proposed effluent limits for stormwater Outfalls 003, 004, 006 and 007 are:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
CBOD5 XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.1415 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
CBOD5
 (Interim) 311 622 XXX Report Report XXX
 (Final) 220 440 XXX Report Report XXX
Total Suspended Solids 220 440 XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX 5,000 XXX 10,000
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Nitrate as N Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX

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

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls.

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

 The EPA Waiver is not in effect.

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

 PA0080756, Sewage, SIC Code 7011, Hershey Farm Restaurant and Motor Inn, PO Box 159, Strasburg, PA 17579-0159. Facility Name: Hershey Farm Restaurant and Motor Inn. This existing facility is located in Strasburg 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, Pequea Creek, is located in State Water Plan watershed 7-K 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 0.16 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
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Oil and Grease XXX XXX XXX 15 XXX 30
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000    
Geo Mean 		XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 9.5 XXX 19
 Nov 1 - Apr 30 XXX XXX XXX Report XXX Report
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0

 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 XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 7306 XXX XXX XXX
Net Total Phosphorus Report 852 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 not in effect.

 PA0021776, Sewage, SIC Code 4952, Fairfield Municipal Authority, PO Box 705, Fairfield, PA 17320. Facility Name: Fairfield Municipal Authority STP. This existing facility is located in Hamiltonban Township, Adams County.

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

 The receiving stream, Spring Run, is located in State Water Plan watershed 13-D 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 0.300 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
CBOD5 63 100
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 75 113
Wkly Avg 		XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000    
Geo Mean 		XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 3.8 XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 11 XXX XXX 4.5 XXX 9.0
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 (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 7306 XXX XXX XXX
Net Total Phosphorus Report 974 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.

 PAS803508, Storm Water, SIC Code 4213, YRC Inc., 100 Roadway Drive, Carlisle, PA 17013-8890. Facility Name: YRC Inc. dba YRC Freight (135). This existing facility is located in Middlesex Township, Cumberland County.

 Description of Activity: The application is for a new NPDES permit for an existing discharge of treated Storm Water, which replaces NPDES Permit No. PAR803610.

 The receiving stream(s), Unnamed Tributary to Letort Spring Run, is located in State Water Plan watershed 7-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The existing use is High Quality—Cold Water Fishes, Designated Class A Wild Trout. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001, 002, 003, and 004:

Mass (lb/day) Concentration (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
Total Iron XXX XXX XXX XXX Report XXX

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

 • Applicable Stormwater Requirements

 • BMPs from Appendix J of the NPDES PAG-03 General Permit for facilities with SIC Code 42

 • General BMPs from NPDES PAG-03 General Permit.

 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.

 PA0083569, Sewage, SIC Code 4952, Riverview Homeowners Association, 656 Excavating Drive, Roaring Springs, PA 16673. Facility Name: Riverview Estates Development. This existing facility is located in West Providence Township, Bedford 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), Raystown Branch Juniata River, is located in State Water Plan watershed 11-C 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 0.015 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Total
Annual 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Total Nitrogen XXX Report XXX Report
Annl Avg 		XXX XXX
Total Phosphorus XXX Report XXX Report
Annl Avg 		XXX XXX

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

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

 The EPA Waiver is in effect.

 PAS223501, Storm Water, SIC Code 2421, 2448, Mountain Valley Farms & Lumber Products, Inc., 1240 Nawakwa Road, Biglerville, PA 17307-9728. Facility Name: Mountain Valley Farms & Lumber Products. This existing facility is located in Menallen Township, Adams County.

 Description of Existing Activity: The application is for a new NPDES permit for an existing discharge of treated Storm Water.

 The receiving stream(s), Opossum Creek and Unnamed Tributary of Conewago Creek, is located in State Water Plan watershed 7-F and is classified for High Quality Waters—Cold Water Fishes,, Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001, 002, and 003:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
BOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate as N XXX XXX XXX XXX Report XXX
Nitrite as N XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Dissolved Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

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

 • Applicable Stormwater Requirements

 • Best Management Practices (BMPs) from Appendix J of the NPDES PAG-03 General Permit for facilities with SIC Code 24

 • General BMPs from NPDES PAG-03 General Permit

 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.

 PA0087033, SIC Code 6514, Rachel Esh, 6352 McClays Mill Road, Newburg, PA 17240-9616. Facility Name: Rachel Esh SFTF. This existing facility is located in Lurgan Township, Franklin 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 of Conodoguinet Creek, is located in State Water Plan watershed 7-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 design flow of 0.0008 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
Total Residual Chlorine XXX XXX XXX Report XXX XXX
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean 		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.

 PA0086461, Sewage, SIC Code 7033, Pinch Pond Campground Inc., 3075 Pinch Road, Manheim, PA 17545-9551. Facility Name: Pinch Pond Campground. This existing facility is located in Rapho 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(s), Chickies Creek, is located in State Water Plan watershed 7-G and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01725 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Annual
Average 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N Report XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen Report XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen XXX Report
Total Annual 		XXX XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 20 XXX 40
Total Kjeldahl Nitrogen Report XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX 254
Total Annual 		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 not in effect.

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

 PAS324802, Storm Water, SIC Code 1389, O-Tex Pumping, LLC, 2916 Old Route 422 East, Fenelton, PA 16034. Facility Name: O-Tex Pumping, LLC—Muncy Valley. This proposed facility is located in Laporte Township, Sullivan County.

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

 The receiving stream(s), Unnamed Tributary to Big Hollow Run and Unnamed Tributary to Big Run, is located in State Water Plan watershed 10-B 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, 002, and 003.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 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 in effect.

 PA0008451, SIC Code 4911, Sunbury Generation LP, PO Box 517, 2384 Old Trail Road, Shamokin Dam, PA 17876-0517. Facility Name: Sunbury Generation LP. This existing facility is located in Monroe Township, Snyder County.

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

 The receiving stream(s), Rolling Green Run and Susquehanna River, is located in State Water Plan watershed 6-A and 6-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 030 are based on a design flow of 251.7 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
Total Residual Halogens XXX XXX XXX XXX XXX 0.2
Temperature (°F)
 Intake XXX XXX XXX XXX Report XXX
Temperature (°F) XXX XXX XXX XXX Report XXX
Heat Rejection Rate  (MBTUs/day)
 Jan 1-31 (Interim) XXX 209600 XXX XXX XXX XXX
 Feb 1-29 (Interim) XXX 229200 XXX XXX XXX XXX
 Mar 1-31 (Interim) XXX 550100 XXX XXX XXX XXX
 Apr 1-15 (Interim) XXX 609000 XXX XXX XXX XXX
 Apr 16-30 (Interim) XXX 609000 XXX XXX XXX XXX
 May 1-15 (Interim) XXX 400800 XXX XXX XXX XXX
 May 16-31 (Interim) XXX 668000 XXX XXX XXX XXX
 Jun 1-15 (Interim) XXX 510800 XXX XXX XXX XXX
 Jun 16-30 (Interim) XXX 510800 XXX XXX XXX XXX
 Jul 1-31 (Interim) XXX 267200 XXX XXX XXX XXX
 Aug 1-15 (Interim) XXX 238400 XXX XXX XXX XXX
 Aug 16-31 (Interim) XXX 234800 XXX XXX XXX XXX
 Sep 1-15 (Interim) XXX 187300 XXX XXX XXX XXX
 Sep 16-30 (Interim) XXX 187300 XXX XXX XXX XXX
 Oct 1-15 (Interim) XXX 188600 XXX XXX XXX XXX
 Oct 16-31 (Interim) XXX 167700 XXX XXX XXX XXX
 Nov 1-15 (Interim) XXX 209600 XXX XXX XXX XXX
 Nov 16-30 (Interim) XXX 167700 XXX XXX XXX XXX
 Dec 1-31 (Interim) XXX 157200 XXX XXX XXX XXX
 Jan 1-31 (Final) XXX 21703 XXX XXX XXX XXX
 Feb 1-29 (Final) XXX 23665 XXX XXX XXX XXX
 Mar 1-31 (Final) XXX 46566 XXX XXX XXX XXX
 Apr 1-15 (Final) XXX 61614 XXX XXX XXX XXX
 Apr 16-30 (Final) XXX 61614 XXX XXX XXX XXX
 May 1-15 (Final) XXX 68268 XXX XXX XXX XXX
 May 16-31 (Final) XXX 307207 XXX XXX XXX XXX
 Jun 1-15 (Final) XXX 163151 XXX XXX XXX XXX
 Jun 16-30 (Final) XXX 163151 XXX XXX XXX XXX
 Jul 1-31 (Final) XXX 71329 XXX XXX XXX XXX
 Aug 1-15 (Final) XXX 69477 XXX XXX XXX XXX
 Aug 16-31 (Final) XXX 79402 XXX XXX XXX XXX
 Sep 1-15 (Final) XXX 87586 XXX XXX XXX XXX
 Sep 16-30 (Final) XXX 55737 XXX XXX XXX XXX
 Oct 1-15 (Final) XXX 68933 XXX XXX XXX XXX
 Oct 16-31 (Final) XXX 77550 XXX XXX XXX XXX
 Nov 1-15 (Final) XXX 78637 XXX XXX XXX XXX
 Nov 16-30 (Final) XXX 22468 XXX XXX XXX XXX
 Dec 1-31 (Final) XXX 16468 XXX XXX XXX XXX
Total PCBs (µg/L) XXX XXX XXX XXX XXX 0.065
Dissolved Iron XXX XXX XXX XXX XXX 7.0

 The proposed effluent limits for Outfall 031 are based on a design flow of 4.6 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 Suspended Solids XXX XXX XXX 30 100 130
Oil and Grease XXX XXX XXX 15 20 30
Total Copper (µg/L) Report Report XXX Report Report Report
Dissolved Iron 11.89 18.41 XXX 0.31 0.48 0.77
Total Thallium (µg/L) 0.009 0.014 XXX 0.25 0.39 0.62
Total PCBs (µg/L) XXX XXX XXX XXX XXX 0.065

 The proposed effluent limits for Outfall 032 are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 130 are based on a design flow of 1.21 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) (Final) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 XXX 50
Oil and Grease XXX XXX XXX 15 20 30
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total PCBs (µg/L) XXX XXX XXX XXX XXX 0.065

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 031.

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

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 130.

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

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

 • Outfall Meter Installation and Operation

 • Cooling Water Intake Structures

 • Heat Rejection Limitations

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

 The EPA Waiver is not in effect.

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

 PA0217077, SIC Code 3541, Almac Machine Company, Inc., 205 Morgan Place, Johnstown, PA 15901-1136. Facility Name: Almac Machine Company, Inc. Johnstown Plant. This existing facility is located in Johnstown City, Cambria County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated machine shop overflow uncontaminated stormwater and groundwater.

 The receiving stream, the Little Conemaugh River, is located in State Water Plan watershed 18-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 an intermittent design flow.

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 XXX XXX 9
Total Suspended Solids XXX XXX XXX 30 60 XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Aluminum XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Total Manganese XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 101 are based on an intermittent design flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX XXX 62 XXX
Oil and Grease XXX XXX XXX XXX 46 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.

 PA0218642, Sewage, SIC Code 4952, Indiana County Municipal Services Authority, 602 Kolter Drive, Indiana, PA 15701. Facility Name: Marion Center STP. This existing facility is located in East Mahoning Township, Indiana 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), Pine Run, is located in State Water Plan watershed 17-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 0.09 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report XXX 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 18.8 XXX XXX 25 XXX 50
BOD5
 Raw Sewage Influent XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent XXX XXX XXX Report XXX XXX
Total Suspended Solids 22.5 XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
UV Transmittance
 (mjoules/cm2) XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen
 May 1 - Oct 31 3.4 XXX XXX 4.5 XXX 9.0
 Nov 1 - Apr 30 10.1 XXX XXX 13.5 XXX 27.0
Total Phosphorus 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 412-442-4000.

 The EPA Waiver is in effect.

 Northwest Regional Office: Regional Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Telephone: 814.332.6942.

 PA0020346, Sewage, SIC Code 4952, Punxsutawney Borough, 301 East Mahoning Street, Suite 1, Punxsutawney, PA 15767. Facility Name: Punxsutawney Borough STP. This existing facility is located in Punxsutawney Borough, Jefferson 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, the Mahoning Creek, is located in State Water Plan watershed 17-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 2.4 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		Minimum Average
Monthly 		Weekly
Average 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		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 430 645 XXX 21.5 32.0 43.0
Total Suspended Solids 600 900 XXX 30 45 60
Total Dissolved Solids Report 48,000
Daily Max 		XXX Report XXX Report
Osmotic Pressure (mOs/kg) XXX XXX XXX Report XXX Report
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 150 XXX XXX 7.5 XXX 15.0
 Nov 1 - Apr 30 450 XXX XXX 22.5 XXX 45.0
Total Barium Report XXX XXX Report XXX Report
Total Strontium Report XXX XXX Report XXX Report
Total Uranium (µg/L) Report XXX XXX Report XXX Report
Chloride Report XXX XXX Report XXX Report
Bromide Report XXX XXX Report XXX Report
Gross Alpha (pCi/L) XXX XXX XXX Report XXX Report
Radium 226/228,
 Total (pCi/L) XXX XXX XXX Report XXX Report
Chronic Toxicity—
 Ceriodaphnia Survival  (TUc) XXX XXX XXX 5.0
Daily Max 		XXX XXX
 Ceriodaphnia Reproduction  (TUc) XXX XXX XXX 5.0
Daily Max 		XXX XXX
Chronic Toxicity—
 Pimephales Survival (TUc) XXX XXX XXX 5.0
Daily Max 		XXX XXX
 Pimephales Growth (TUc) XXX XXX XXX 5.0
Daily Max 		XXX XXX

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

 • Requirement to Use eDMR System

 • Solids Management

 • Chronic WET Limitations

 • Combined Sewer Overflows

 • POTW Pretreatment Program Implementation

 • Acceptance of Natural Gas-Related Wastewaters

 • Chapter 95 Treatment Requirements

 • Engineering Evaluation of the Second Oxidation Ditch

 • Requirement To Sample For Al, Fe, and Mn During NPDES Renewal

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is not in effect.

 PA0005061, Industrial Waste, SIC Code 4911, GenOn Power Midwest, LP, 121 Champion Way, Suite 200, Canonsburg, PA 15317-5817. Facility Name: GenOn Power Midwest. This existing facility is located in Taylor Township, Lawrence 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 streams, the Beaver River and McKee Run are located in State Water Plan watershed 20-B and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 139.3 MGD.

Mass (lbs/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 XXX XXX 0.2
Total Copper XXX XXX XXX XXX Report XXX
Temperature (°F) XXX XXX XXX Report Report XXX
Heat Rejection Rate  (MBTUs/day)
 Jan 1-31 XXX 49,096 XXX XXX XXX XXX
 Feb 1-29 XXX 46,516 XXX XXX XXX XXX
 Mar 1-31 XXX 41,096 XXX XXX XXX XXX
 Apr 1-15 XXX 46,465 XXX XXX XXX XXX
 Apr 16-30 XXX 41,959 XXX XXX XXX XXX
 May 1-15 XXX 20,610 XXX XXX XXX XXX
 May 16-31 XXX 38,334 XXX XXX XXX XXX
 Jun 1-15 XXX 48,413 XXX XXX XXX XXX
 Jun 16-30 XXX 39,078 XXX XXX XXX XXX
 Jul 1-31 XXX 43,303 XXX XXX XXX XXX
 Aug 1-15 XXX 35,490 XXX XXX XXX XXX
 Aug 16-31 XXX 39,749 XXX XXX XXX XXX
 Sep 1-15 XXX 38,451 XXX XXX XXX XXX
 Sep 16-30 XXX 40,548 XXX XXX XXX XXX
 Oct 1-15 XXX 43,866 XXX XXX XXX XXX
 Oct 16-31 XXX 41,778 XXX XXX XXX XXX
 Nov 1-15 XXX 44,114 XXX XXX XXX XXX
 Nov 16-30 XXX 44,114 XXX XXX XXX XXX
 Dec 1-31 XXX 42,367 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.006 MGD.

Mass (lbs/day) Concentration (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 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.42 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
This outfall shall consist solely of intake screen backwash.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.26 MGD.

Mass (lbs/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 Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.0 MGD.

Mass (lbs/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 Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Iron XXX XXX XXX 3.0 7.0 8.75

 The proposed effluent limits for Outfall 006 are based on a design flow of N/A MGD.

Mass (lbs/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 Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30
Dissolved Iron XXX XXX XXX Report XXX 7

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.71 MGD.

Mass (lbs/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 Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.08 MGD.

Mass (lbs/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 Suspended Solids XXX XXX XXX XXX XXX 50

 The proposed effluent limits for Outfall 009 are based on a design flow of N/A MGD.

Mass (lbs/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 Suspended Solids XXX XXX XXX 30 100 XXX

 The proposed effluent limits for Outfall 012 are based on a design flow of N/A MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
This discharge shall consist solely of stormwater runoff from the 138 KV Substation Area.

 The proposed effluent limits for Outfall 013 are based on a design flow of N/A MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
This discharge shall consist solely of stormwater runoff from the 69 KV Substation Area.

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

 • Requirement to Use eDMR System

 • Other Permits

 • Clean Water Act § 316(a) Thermal Variance Verification

 • Establishment of Alternative Thermal Effluent Limitations

 • Clean Water Act § 316(b) Cooling Water Intake Structure Requirements

 • Chemical Additives

 • Heat Rejection Rate Limitations

 • Requirement Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is not in effect.

 Northwest Regional Office: Regional Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Telephone: 814.332.6942.

 PA0210625, Industrial Waste, SIC Code 2421, 2426, Bradford Forest Inc., 444 High Street, Bradford, PA 16701-3735. Facility Name: Bradford Forest Products. This existing facility is located in Bradford City, McKean County.

 Description of Existing Activity: The application is for a renewal of a NPDES permit for an existing discharge of untreated industrial wet decking wastewater and stormwater from an industrial activity.

 The receiving streams are the East Branch Tunungwant Creek and Rutherford Run, located in State Water Plan watershed 16-C and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001, 002, 003, 004, 007, 009, and 010 are storm water based.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH XXX XXX XXX XXX Report XXX
Dissolved Oxygen XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Aluminum XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005, 006 and 008 are based on a 0.006-MGD wet decking design flow for each outfall.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH XXX XXX XXX XXX Report XXX
Dissolved Oxygen XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Aluminum XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Manganese 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 814-332-6340.

 The EPA Waiver is in effect.

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

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

 WQM Permit No. 0613401, CAFO, John and Linda Leffel, 391 Franklin Road, Bechtelsville, PA 19505.

 This proposed facility is located in Colebrookdale Township, Berks County.

 Description of Proposed Action/Activity: Installation of a dual chamber tank and an Orenco AdvaTex AX-20 treatment unit followed by a UV disinfection unit. The proposed system is to replace a malfunctioning onlot septic system.

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

 WQM Permit No. 2593416, Sewerage Amendment No. 1, Eric D. Engel, 12862 Hood Road, Waterford, PA 16441.

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

 Description of Proposed Action/Activity: Application for transfer of permit for a Single Residence Sewage Treatment Plant.

 WQM Permit No. 6286403, Sewerage, Donna R. & Ronald V. Schenk, 1439 Greeley Street, Bear Lake, PA 16402.

 This existing facility is located in Bear Lake Borough, Warren County.

 Description of Proposed Action/Activity: Application for transfer of permit.

 WQM Permit No. WQG01251303, Sewerage, Adam M. Bogda, 5676 Old State Road, Edinboro, PA 16412.

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

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

IV. NPDES Applications for Stormwater Discharges from MS4

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

 PAI133516, MS4, Naval Support Activity, Mechanicsburg PA, 5450 Carlisle Pike Bldg 305, Mechanicsburg, PA 17050-5001. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Hampden Township, Cumberland County. The receiving stream(s), Unnamed Tributary to Trindle Spring Run, is located in State Water Plan watershed 7-B and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. 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.

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

 Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Lehigh County Conservation District: Lehigh Agricultural Center, 4184 Dorney Park Road, Suite 105, Allentown, PA 18104, 610-391-9583.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI023907018R Dan Hudson
PF1, Lehigh Valley 1, LP
729 E. Pratt St., Ste. 401
Baltimore, MD 21202
Lehigh Lower Macungie Twp. Lehigh River,
HQ-CWF, MF
PAI023912033R Michael Weaver
Spring Ridge Crossing, LLC
1750 Walton Rd.
Blue Bell, PA 19422
Lehigh Lower Macungie Twp. Swabia Creek,
HQ-CWF, MF
PAI023912031 David Posocco
Posocco Properties
2610 Walbert Ave.
Allentown, PA 18104
Lehigh Upper Macungie Twp. and South Whitehall Twp. Unnamed Tributary to Jordan Creek,
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
PAI050313001 Armstrong County Industrial Development Authority
124 Armsdale Road
Suite 205
Kittanning, PA 16201
Armstrong South Buffalo Township UNT to Nicholson Run (WWF), UNT to Pine Run (HQ-TSF)
PAI056310006-1 KVKS Corporation
2696 Industrial Blvd
Bethel Park, PA 15102
Washington Donegal Township Dutch Fork (HQ-WWF)
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs

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