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PA Bulletin, Doc. No. 15-959

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[45 Pa.B. 2487]
[Saturday, May 23, 2015]

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

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Phone: 484.250.5970

NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0058297
(Sewage) 		Wolanin SRSTP
331 Echo Valley Lane
Newtown Square, PA 19073
Delaware County
Newtown Township 		Unnamed Tributary to Lewis Run
(3-G) 		Y
 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?
PA0064271
(Sewage) 		Matthew and Christie Wieder SRSTP
4926 Main Road West
Emmaus, PA 18049
Lehigh County
Upper Milford Township 		UNT to Leibert Creek
(02C) 		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?
PA0247804
(IW) 		PMP Investments LLC
44 Denver Road
PO Box 300
Denver, PA 17517-9334
Lancaster County/
East Cocalico Township 		Stony Run/7-J Y
PA0070050
(IW) 		Reading Alloys, Inc.
PO Box 53
Robesonia, PA 19551
Berks County/
South Heidelberg Township 		UNT to Spring Creek/3-C Y
PAS803505
(SW) 		HPT-PSC Properties Trust
Petro Stopping Center—Carlisle
24601 Center Ridge Road
West Lake, OH 44145
Cumberland County/
Middlesex Township 		Letort Spring Run/7-B Y
 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, 412.442.4000
NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0025755
(Sewage) 		Freeport Borough STP
Freeport Borough
414 Market Street
Freeport, PA 16229
Armstrong County
Freeport Borough 		Buffalo Creek
(18-F) 		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?
PA0035556
(Sewage) 		PA Dot—Rest Area 16
I-79 South
Grove City, PA 16127
Lawrence County
Plain Grove Township 		Un-named tributary of Jamison Run
(20-C) 		Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, 412.442.4000

 PA0025844, , SIC Code 9651, U.S. Department of Health and Human Services, Centers for Disease Control and Prevention, National Institute of Occupational Safety and Health, P. O. Box 18070, Pittsburgh, PA 15236. Facility Name: Bruceton Research Center. This existing facility is located in South Park Township, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste, treated abandoned mine drainage and untreated stormwater runoff.

 The receiving stream(s), Lick Run and McElheny run are located in State Water Plan watershed 19-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 0.000000 MGD.

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 (S.U.) XXX XXX XXX XXX Report XXX
BOD5 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 Aluminum XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.000037 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 9.0 XXX
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Aluminum XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX 3.5 7.0 XXX
Total Manganese XXX XXX XXX 2.0 4.0 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 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
BOD5 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 Aluminum XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.000505 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 60 XXX
Total Aluminum XXX XXX XXX 0.75 0.75 XXX
Total Antimony XXX XXX XXX 0.011 0.018 XXX
Total Arsenic XXX XXX XXX 0.02 0.032 XXX
Total Cadmium XXX XXX XXX 0.00055 0.00086 XXX
Hexavalent Chromium XXX XXX XXX 0.021 0.033 XXX
Total Cobalt XXX XXX XXX 0.04 0.06 XXX
Total Copper XXX XXX XXX 0.018 0.029 XXX
Total Iron XXX XXX XXX 1.5 3.0 XXX
Total Lead XXX XXX XXX 0.0065 0.01 XXX
Total Manganese XXX XXX XXX 2.0 3.2 XXX
Total Mercury XXX XXX XXX 0.0001 0.00016 XXX
Total Nickel XXX XXX XXX 0.1065 0.166 XXX
Total Selenium XXX XXX XXX 0.01 0.016 XXX
Total Silver XXX XXX XXX 0.005 0.008 XXX
Total Thallium XXX XXX XXX 0.0005 0.0008 XXX
Total Zinc XXX XXX XXX 0.157 0.245 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX

 The permittee is authorized to discharge non-polluting stormwater from its site through Outfalls 003, 004, SW-2, SW-4, SW-5 & SW-6.

 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.

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5970

 PA0024121 A-2, Sewage, SIC Code 4941, 4952, Aqua Pennsylvania Wastewater Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. Facility Name: Aqua PA Media STP. This existing facility is located in Upper Providence Township, Delaware County.

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

 The receiving stream(s), Ridley Creek, is located in State Water Plan watershed 3-G 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 1.8 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		Instant.
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
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.3 XXX 1.0
CBOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
 May 1 - Oct 31 225 375 XXX 15 25 30
 Nov 1 - Apr 30 375 600 XXX 25 40 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 450 675 XXX 30 45 60
Total Dissolved Solids XXX XXX XXX Report
Daily Max
XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200    
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 200    
Geo Mean 		XXX 1,000*
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 30 XXX XXX 2.0 XXX 4.0
 Nov 1 - Apr 30 90 XXX XXX 6.0 XXX 12.0
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Copper
 (Interim) XXX XXX XXX Report XXX Report
 (Final) 1.59 XXX XXX 0.106 XXX 0.212

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

 The proposed effluent limits for Outfalls 002 and 003 are based on an average flow of stormwater.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		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
Fecal Coliform (CFU/100 ml) XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Minimization

 E. Operator Notification

 F. WETT at Renewal

 G. TMDL/WLA Analysis

 H. Fecal Coliform Reporting

 I. Stormwater Condition

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

 The EPA Waiver is not in effect.

 PA0244759, SEW, SIC Code 8811, Woodman Therese H, 2564 Crum Creek Road, Berwyn, PA 19312. Facility Name: Woodman SRSTP. This proposed facility is located in Easttown Township, Chester County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage from Woodman SRSTP.

 The receiving stream(s), Unnamed Tributary to Crum Creek, is located in State Water Plan watershed 3-G and is classified for High Quality Waters—Cold Water Fishes and, 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 0.0005 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average 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 6.0 XXX XXX XXX
BOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10  
Avg Mo 		XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean 		XXX XXX
UV Transmittance (%) XXX XXX Report XXX XXX XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX 3.0 XXX 6.0
Total Phosphorus XXX XXX XXX XXX Report XXX

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

 A. AMR Submittal

 B. DMR Submittal

 C. Depth of Septage and Scum Measurements

 D. Solids Removal

 E. No Storm Water

 F. Property Rights

 G. Sludge Removal

 H. ACT 537

 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.

 PA0244732, SEW, SIC Code 8811, Huber Mark, 1305 Yellow Springs Road, Chester Springs, PA 19425. Facility Name: Huber Residence. This proposed facility is located in East Pikeland Township, Chester County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage from Huber SRSTP.

 The receiving stream(s), Pine Creek, is located in State Water Plan watershed 3-D and is classified for High Quality Waters—Trout Stocking and Mi, 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 0.0005 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 6.0 XXX XXX XXX
BOD5 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
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX 3.0 6.0 XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
UV Transmittance (%) XXX XXX Report XXX XXX XXX

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

 A. AMR Submittal

 B. DMR Submittal

 C. Depth of Septage and Scum Measurements

 D. Solids Removal

 E. No Storm Water

 F. Property Rights

 G. Sludge Removal

 H. ACT 537

 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.

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

 PA0020826, Sewage, SIC Code 4952, Dover Township, 2480 West Canal Road, Dover, PA 17315. Facility Name: Dover Township STP. This existing facility is located in Dover Township, York County.

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

 The receiving stream(s), Little Conewago Creek, is located in State Water Plan watershed 7-F 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 8.0 MGDs.

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
UV Transmittance (%) XXX XXX Report XXX XXX XXX
CBOD5
 May 1 - Oct 31 667 1,000
Wkly Avg 		XXX 10 15 20
 Nov 1 - Apr 30 1,334 2,000
Wkly Avg 		XXX 20 30 40
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 2,000 3,000
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 100 XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 300 XXX XXX 4.5 XXX 9.0
Total Phosphorus 133 XXX XXX 2.0 XXX 4.0
Bis(2-Ethylhexyl)Phthalate
 (Interim) Report Report XXX Report Report
Daily Max 		XXX
 (Final) 0.127 0.193 XXX 0.0019 0.0029
Daily Max 		XXX

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

Mass (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 146,117 XXX XXX XXX
Net Total Phosphorus Report 19,482 XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 • Pretreatment Program Implementation

 • Toxics Reduction Evaluation (TRE) Requirements

 • Whole Effluent Toxicity Requirements

 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.

 PA0081876, Sewage, SIC Code 4952, 6515, Audubon Park Inc., 322 S Hanover Street, Carlisle, PA 17013. Facility Name: Audubon Park MHP. This existing facility is located in Monaghan Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Yellow Breeches Creek, is located in State Water Plan watershed 7-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 0.015 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
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report
Total Annual 		XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0
Total Phosphorus Report Report
Total Annual 		XXX Report 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.

 PA0260118, Sewage, SIC Code 6515, Chesapeake Estates of New Oxford LLLP, 585 Martin Road, Gettysburg, PA 17325. Facility Name: Chesapeake Estates of New Oxford MHP STP. This existing facility is located in Mount Pleasant 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, South Branch Conewago Creek, is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.062328 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
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 Residual Chlorine XXX XXX XXX 0.50 XXX 1.63
Ammonia-Nitrogen 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 1,339 XXX XXX XXX
Net Total Phosphorus Report 243 XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 The EPA Waiver is not in effect.

 PA0086304, Sewage, SIC Code 4952, Earl Township Sewer Authority, 517 North Railroad Avenue, New Holland, PA 17557. Facility Name: Earl Township Sewer Authority WWTP. This existing facility is located in Earl Township, Lancaster County.

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

 The receiving stream, Mill Creek, is located in State Water Plan watershed 7-J 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 0.280 (for interim limits) and 0.650 MGD (for final limits).

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
UV Transmittance (%)
 (Final) XXX XXX Report Report XXX XXX
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
CBOD5
 (Interim) 58 93
Wkly Avg 		XXX 25 40 50
 (Final) 136 217
Wkly Avg 		XXX 25 40 50
Total Suspended Solids
 (Interim) 70 105
Wkly Avg 		XXX 30 45 60
 (Final) 163 244
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
Ammonia-Nitrogen
 May 1 - Oct 31 (Interim) 8.2 XXX XXX 3.5 XXX 7.0
 Nov 1 - Apr 30 (Interim) 25 XXX XXX 10.5 XXX 21
 May 1 - Oct 31 (Final) 19 XXX XXX 3.5 XXX 7.0
 Nov 1 - Apr 30 (Final) 57 XXX XXX 10.5 XXX 21
Total Phosphorus
 (Interim) 4.7 XXX XXX 2.0 XXX 4.0
 (Final) 11 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 (Final) Report 7,306 XXX XXX XXX
Net Total Phosphorus (Final) Report 974 XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 The EPA waiver is not in effect.

 PA0046680, Industrial Waste, SIC Code 4953, 562212, Republic Services of PA, LLC, 4400 Mt. Pisgah Road, York, PA 17406. Facility Name: Modern Landfill. This existing facility is located in Windsor Township and Lower Windsor Township, York County.

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

 The receiving stream, Kreutz Creek and Unnamed Tributary to Kreutz Creek, is located in State Water Plan watershed 7-I 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 0.5 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 Residual Chlorine XXX XXX  0.25
Avg Mo 		Report
Daily Max 		XXX 0.81
CBOD5 41.7 83.4 XXX 10 20 25
Total Suspended Solids 41.7 83.4 XXX 10 20 25
Osmotic Pressure (mOs/kg) XXX XXX XXX 129 183 322
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 4.17 8.34 XXX 1.0 2.0 2.5
 Nov 1 - Apr 30 12.5 25.0 XXX 3.0 6.0 7.5
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0
Total Boron 17.2 23.0 XXX 4.12 5.52 10.3
Total Copper XXX XXX XXX Report Report XXX
Total Lead XXX XXX XXX Report Report XXX
Total Zinc 0.344 0.416 XXX 0.0825 0.0998 0.206
Phenol 0.0289 0.0377 XXX 0.00692 0.00903 0.0173
a-Terpineol 0.0128 0.0264 XXX 0.00307 0.00634 0.00767
Benzoic Acid 0.0567 0.0959 XXX 0.0136 0.0230 0.0340
Bis(2-Ethylhexyl)Phthalate 0.062 0.106 XXX 0.0149 0.0253 0.0372
p-Cresol 0.0112 0.0200 XXX 0.00269 0.00480 0.00672
Tetrachloroethylene XXX XXX XXX Report Report XXX

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

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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Antimony XXX XXX XXX XXX Report XXX
Total Boron XXX XXX XXX XXX Report XXX
Hexavalent Chromium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX

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

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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Antimony XXX XXX XXX XXX Report XXX
Total Boron XXX XXX XXX XXX Report XXX
Hexavalent Chromium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.

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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Antimony XXX XXX XXX XXX Report XXX
Total Boron XXX XXX XXX XXX Report XXX
Hexavalent Chromium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.0 MGD.

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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Antimony XXX XXX XXX XXX Report XXX
Total Boron XXX XXX XXX XXX Report XXX
Hexavalent Chromium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
Phenol XXX XXX XXX XXX Report XXX
a-Terpineol XXX XXX XXX XXX Report XXX
Benzoic Acid XXX XXX XXX XXX Report XXX
p-Cresol XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0 MGD.

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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Antimony XXX XXX XXX XXX Report XXX
Total Boron XXX XXX XXX XXX Report XXX
Hexavalent Chromium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
Phenol XXX XXX XXX XXX Report XXX
a-Terpineol XXX XXX XXX XXX Report XXX
Benzoic Acid XXX XXX XXX XXX Report XXX
p-Cresol XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report 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 48,803 XXX XXX XXX
Net Total Phosphorus Report 131 XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 The EPA Waiver is not in effect.

 PA0022209, Sewage, SIC Code 4952, Bedford Borough Municipal Authority, 244 W Penn Street, Bedford, PA 15522-1226. Facility Name: Bedford Borough STP. This existing facility is located in Bedford Borough, 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 1.5 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 250 400
Wkly Avg 		XXX 20 32 40
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 375 563
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
Ammonia-Nitrogen
 May 1 - Oct 31 94 XXX XXX 7.5 XXX 15
 Nov 1 - Apr 30 Report XXX XXX Report XXX Report
Total Phosphorus 25 XXX XXX 2.0 XXX 4.0
Total Copper Report XXX XXX Report XXX Report
UV Dosage (mjoules/cm2) XXX XXX Report XXX XXX 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 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX 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 27,397 XXX XXX XXX
Net Total Phosphorus Report 3,653 XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 • The permittee is granted 8000lbs/year Total Nitrogen offsets to meet the Net Total Nitrogen cap load.

 • Stormwater Requirements

 • CSO Compliance Requirements

 • WETT Requirements

 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 Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701

 PA0023248, Sewage, SIC Code 4952, Berwick Area Joint Sewer Authority, 1108 Freas Avenue, Berwick, PA 18603-1710. Facility Name: Berwick Municipal Authority WWTP. This existing facility is located in Berwick Borough, Columbia 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), Susquehanna River, is located in State Water Plan watershed 5-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 2.2 MGDs.

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 Report XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 459 734
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 550 826
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen Report XXX XXX Report XXX Report

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report Report
Kjeldahl—N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen Report 66,848
Net Total Phosphorus Report 8,913

 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.

 PA0026557, Sewage, SIC Code 4952, Municipal Authority of the City of Sunbury, 462 South 4th Street, Sunbury, PA 17801-3134. Facility Name: Sunbury Municipal Authority Wastewater Treatment Facility. This existing facility is located in Sunbury City, Northumberland 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), Shamokin Creek, is located in State Water Plan watershed 6-B and is classified for Cold Water Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.2 MGDs.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		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 Report XXX XXX XXX
UV Transmittance (%) XXX XXX Report XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.3 XXX 1.0
CBOD5 875 1,400 XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 1,050 1,575 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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 585 875 XXX 16 25 33
 Nov 1 - Apr 30 Report Report XXX 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 001.

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report Report
Kjeldahl—N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen Report 76,711
Net Total Phosphorus Report 10,228

 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.

 PA0232602 A-1, Industrial, SIC Code 4911, Hummel Station LLC, 4100 Spring Valley, Dallas, TX 75244. Facility Name: Hummel Station LLC. This existing facility is located in Shamokin Dam Borough, Snyder County.

 Description of Existing Activity: The application is to amend an existing NPDES permit for a proposed discharge of cooling tower blowdown.

 The receiving stream(s), Susquehanna River, is located in State Water Plan watershed 6-B 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 002 are based on a design flow of 1.553 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
Free Available Chlorine XXX XXX XXX 0.2 XXX 0.5
Temperature (°F) XXX XXX XXX XXX 110 XXX
Total Arsenic Report
Avg Qrtly 		XXX XXX Report
Avg Qrtly 		XXX XXX
Total Cadmium Report
Avg Qrtly 		XXX XXX Report
Avg Qrtly 		XXX XXX
Total Chromium 1.65 1.65 XXX 0.2 0.2 0.2
Total Copper 0.25 0.51 XXX 0.02 0.04 0.05
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total Thallium Report
Avg Qrtly 		XXX XXX Report
Avg Qrtly 		XXX XXX
Total PCBs (µg/L) XXX XXX XXX XXX XXX 0.25

 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.

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

 PA0273058, Sewage, SIC Code 8800, George F. Reeher, 4370 US Highway 322, Jamestown, PA 16134. Facility Name: George F. Reeher SRSTP. This proposed facility is located in West Salem Township, Mercer County.

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

 The receiving stream, an Unnamed Tributary to the Big Run, is located in State Water Plan watershed 20-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 0.0004 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
BOD5 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 814-332-6340.

 The EPA Waiver is 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, 484.250.5900

 WQM Permit No. 1515401, Sewage, Therese Woodman, 120 Calista Lane, Phoenixville, PA 19460.

 This proposed facility is located in Easttown Township, Chester County.

 Description of Action/Activity: Single residence small flow sewage treatment plant.

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

 WQM Permit No. WQG01501501, Sewerage, Jeffrey Simmons, Jr., 1858 New Valley Road, Marysville, PA 17053.

 This proposed facility is located in Rye Township, Perry County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation operation of a single residence sewage treatment facility to serve their single family residence.

 WQM Permit No. WQG02381501, Sewerage, South Lebanon Township, 1800 South 5th Avenue, Lebanon, PA 17042-7909.

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

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of the Oxford Drive and Monticello Drive Sanitary Sewer Extension and Pump Station.

 WQM Permit No. 0190401, Amendment #1, Sewerage, ARM 2, LLC, Pine Run Mobile Home Park, 1880 Pine Run Road, Abbottstown, PA 17301.

 This proposed facility is located in Hamilton Township, Adams County.

 Description of Proposed Action/Activity: Seeking permit approval for the replacement of chlorination/dechlorination with ultraviolet disinfection.

 WQM Permit No. 0615402, Sewerage, Amity Township, 2004 Weavertown Road, PO Box 215, Douglassville, PA 19548-8971.

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

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of improvements to Pump Stations 2 and 4. Pump Stations 2 and 4 are hydraulically overloaded, both pump stations are to be expanded to triplex pump stations so that two pumps can run at any given time.

 WQM Permit No. 0115402, Sewerage, Lake Meade Municipal Authority, 59 Curtis Drive, East Berlin, PA 17316.

 This proposed facility is located in Latimore Township, Adams County.

 Description of Proposed Action/Activity: Seeking permit approval for replacement of a submersible pumping station (PS #3) with a suction life pumping station with greater capacity.

 WQM Permit No. 6715403, Sewerage, Spring Grove Borough, 1 Campus Avenue, Spring Grove, PA 17362-1412.

 This proposed facility is located in Spring Grove Borough, York County.

 Description of Proposed Action/Activity: Seeking permit approval for the upgrade/expansion of existing secondary treatment facility to BNR treatment, with the addition of a stream discharge.

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

 WQM Permit No. 0379404 A-3, Sewage, West Hills Water Pollution Control Authority, 257 Linde Road, Kittanning, PA 16201.

 This existing facility is located in North Buffalo Township, Armstrong County.

 Description of Proposed Action/Activity: The construction of facilities to handle excessive wet weather flows in the collection system, at the wastewater treatment plant, at the Glade Run pump station and the Maple Lane pump station.

 The Pennsylvania Infrastructure Investment Authority (PENNVEST) which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source.

IV. NPDES Applications for Stormwater Discharges from MS4

 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PAI132235, MS4, Harvey's Lake Borough Municipal Authority Luzerne County, PO Box 60, Harvey's Lake, PA 18640. 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 Harvey's Lake Borough, Luzerne County. The receiving stream, Harvey's Creek, is located in State Water Plan watershed 5-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 570-826-5472.

 The EPA waiver is not in effect.

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

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

 Lehigh County Conserve District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Road, Allentown, PA 18104

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI023914033 Tom Gough
KRE South Whitehall LP
520 US Highway 22
PO Box 6872
Bridgewater, NJ 08807
Lehigh South Whitehall Township
Upper Macungie Township
UNT to Cedar Crest
(HQ-CWF,MF)
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs
CAFO Notices of Intent Received

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

 PAG128301, CAFO Sperry Farms, 11420 Sperry Road, Atlantic, PA 16111.

 This proposed facility is located in East Fallowfield Township, Crawford County.

 Description of Size and Scope of Proposed Operation/Activity: 4,705.97 AEUs chicken operation.

 The receiving stream, UNT to Adsit Run is in watershed Conneaut Outlet—16D, and classified for WWF and STF.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-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.

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

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

APPLICATIONS
NUTRIENT MANAGEMENT PLAN—PUBLIC NOTICE SPREADSHEET

Agricultural Operation
Name and Address		CountyTotal
Acres		Animal Equivalent UnitsAnimal
Type		Special Protection
Waters (HQ or
EV or NA) 		Renewal/
New
Hershey Ag
Shadewood Farms
23 Acker Road
Newport, PA 17074
Perry 133.5 967.5 Swine NA Renewal

PUBLIC WATER SUPPLY (PWS) PERMITS

 Under the Pennsylvania Safe Drinking Water Act (35 P. S. §§ 721.1—721.17), the following parties have applied for PWS permits to construct or substantially modify public water systems.

 Persons wishing to comment on permit applications are invited to submit statements to the office listed before the application within 30 days of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding an application. A comment 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. A public hearing may be held after consideration of comments received during the 30-day public comment period.

 Following the comment period, the Department will make a final determination regarding the proposed permit. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

 The permit application and related documents are on file at the office listed before the application and available for public review. Arrangements for inspection and copying information should be made with the office listed before the application.

 Persons with a disability that require an auxiliary aid, service or other accommodations to participate during the 30-day public comment period should contact the office listed before the application. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

SAFE DRINKING WATER

Applications Received Under the Pennsylvania Safe Drinking Water Act

 Northeast Region: Safe Drinking Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915

 Permit No. 4815503, Public Water Supply.

Applicant PA American Water
Berry Hollow Water System

800 W. Hershey Park Drive
Hershey, PA 17033
[Township or Borough] Lower Mt. Bethel Township
Northampton County
Responsible Official Mr. David Kaufman
Vice President-Engineering
Type of Facility PWS
Consulting Engineer Mr. Jeremy A. Nelson, PE
PA American Water
Scranton, PA 18505
Application Received Date April 4, 2015
Description of Action This project is for modification and addition to the existing water system: replace discharge and blow off piping for Well 1 & Well 2, construction of new treatment building, iron and manganese treatment, disinfection system.

 Application No. 4015508, Public Water Supply.

Applicant Aqua Pennsylvania, Inc.
762 W. Lancaster Avenue
Bryn Mawr, PA 19010-3402
[Township or Borough] Kingston Township
Luzerne County
Responsible Official Patrick R. Burke, P.E.
Director of Operations
Aqua Pennsylvania, Inc.,
White Haven Division
1 Aqua Way
White Haven, PA 18661
Type of Facility PWS
Consulting Engineer W. Jeffery Nagorny, P.E.
Advantage Engineers, LLC
435 Independence Avenue,
Suite C
Mechanicsburg, PA 17055
Application Received Date May 11, 2015
Description of Action This application proposes revisions to the permitted withdrawal rates for three wells in the Midway PWS System: Dug Road Well and Midway Manor Wells 1 and 2.

 Northcentral Region: Safe Drinking Water Program Manager, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448

 Application No. 4115505—Construction—Public Water Supply.

Applicant Montgomery Water and Sewer Authority
[Township or Borough] Clinton Township
County Lycoming
Responsible Official Mr. John N. Lynch, Sr.
Executive Director
35 South Main Street
Montgomery, PA 17752
Type of Facility Public Water Supply
Consulting Engineer Paul Krizan, P.E.
Larson Design Group
1000 Commerce Park Drive, Suite 201
Williamsport, PA 17701
Application Received May 6, 2015
Description of Action Construction of a new well (Well #4) to supply water to Clinton Township and miscellaneous upgrades to provide for a fully functional SCADA system.

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

 Permit No. 1615502, Public Water Supply

Applicant Clarion Vista Lofts, LLC
Township or Borough Paint Township
County Clarion
Responsible Official Jerome Oliver
Type of Facility Public Water Supply
Consulting Engineer Kenneth Orie, P.E.
Gibson-Thomas Engineering Company
P. O. Box 853
1004 Ligonier Street
Latrobe, PA 15650
Application Received Date April 27, 2015
Description of Action Obtain PWS permit for existing water system.

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