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COMMONWEALTH OF PENNSYLVANIA

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PA Bulletin, Doc. No. 14-1576b

[44 Pa.B. 5074]
[Saturday, July 26, 2014]

[Continued from previous Web Page]

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

 • A Toxics Reduction Evaluation; compliance schedules for water quality-based limits; and requirements for storm water outfalls, chemical additives, hydrostatic testing and limits below quantitation.

 This permit modifies the Kiskiminetas-Conemaugh River Watershed TMDL finalized on January 29, 2010. Modifications are made only to TMDL allocations associated with this permit.

 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

 PA0035297, Storm Water, SIC Code 5171, Sunoco Partners Marketing & Terminals LP, 4041 Market Street, Aston, PA 19014. Facility Name: Twin Oaks Terminal IWSW. This existing facility is located in Upper Chichester Township, Delaware County.

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

 The receiving stream(s), Dutton Run (Tributary to Baldwin Run), is located in State Water Plan watershed 3-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 and 002 are based on an average stormwater flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Oil and Grease XXX XXX XXX 15 XXX 30
TRPH XXX XXX XXX 15 XXX 30

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Requirement

 D. BAT/ELG Reopener

 E. TMDL/WLA Analysis

 F. Petroleum Marketing Terminals Requirement

 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.

 PA0244449, SIC Code 4911, 4931, FPL Energy Marcus Hook LP, 100 Green Street, Marcus Hook, PA 19061. Facility Name: Marcus Hook Generating Station. This existing facility is located in Marcus Hook Borough, Delaware 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), Delaware River Estuary—Zone 4, is located in State Water Plan watershed 3-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 4.32 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.05 XXX 0.1
Temperature (°F) XXX XXX XXX XXX XXX 95.0
CBOD5 1,080 2,161 XXX 30 60 75
CBOD20 1,082 XXX XXX XXX XXX XXX
Total Suspended Solids 1,080 3,602 XXX 30 100 XXX
Total Dissolved Solids 180,144 360,288 XXX 5,000 10,000 12,500
Oil and Grease 540 720 XXX 15 20 XXX
Ammonia-Nitrogen XXX XXX XXX Report Report Report
Total Cadmium XXX XXX XXX Report Report Report
Total Copper 1.08 2.16 XXX 0.03 0.06 0.075
Total Lead XXX XXX XXX Report Report Report
Bromide XXX XXX XXX Report Report Report
Dichlorobromomethane XXX XXX XXX Report Report Report
Bis(2-Ethylhexyl)Phthalate XXX XXX XXX Report Report Report
PCBs (Dry Weather) (pg/L) XXX XXX XXX XXX Report XXX
Acute Toxicity—
 Ceriodaphnia Survival
 (TUa) 		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

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Condition

 D. BAT/ELG Reopener

 E. Chlorine Optimization

 F. Chlorine Discharge

 G. Thermal Impact

 H. Thermal Mixing Zone

 I. Annual Inspection of Stormwater

 J. WET Requirement

 K. Chemical Additives Requirement

 L. PCB/PMP Requirement

 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.

 PA0036897, Sewage, SIC Code 4952, Borough of South Coatesville, 136 Modena Road, South Coatesville, PA 19320. Facility Name: South Coatesville STP. This existing facility is located in Lower Gap Road, South Coatesville, PA 19320, in South Coatesville Borough, Chester County.

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

 The receiving stream(s), West Branch Brandywine Creek, is located in State Water Plan watershed 3-H 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 		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
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2
CBOD5 79 127 XXX 25 40 50
BOD5
 Sewage (Influent) Report XXX XXX Report XXX XXX
Total Suspended Solids
 Sewage (Influent) Report XXX XXX Report XXX XXX
Total Suspended Solids 95 143 XXX 30 45 60
Total Dissolved Solids XXX XXX XXX 1,000 XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000
Total Nitrogen 79 XXX XXX 25 XXX 50
Ammonia-Nitrogen
 May 1 - Oct 31 22 XXX XXX 7.0 XXX 14.0
 Nov 1 - Apr 30 67 XXX XXX 21.0 XXX 42.0
Total Phosphorus 6.4 XXX XXX 2.0 XXX 4.0

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

 I. Other Requirements

 A. No Stormwater to Sewer

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Minimization

 E. Notification of Designation of Responsible Operator

 F. Remedial Measures if Public Nuisance

 G. Laboratory Certification

 H. Responsible Operator

 I. DRBC Limits May be More Stringent

 J. Fecal Coliform 10 Percent Rule

 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.

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

 PA0080268, Sewage, SIC Code 6515, Kollas & Costopoulos, 1104 Fernwood Avenue, Camp Hill, PA 17011. Facility Name: Regency Woods North MHP. This existing facility is located in Middlesex Township, Cumberland County.

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

 The receiving stream(s), Unnamed Tributary of Conodoguinet Creek, is located in State Water Plan watershed 7-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 001 are based on a design flow of 0.035 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
UV Intensity (mWsec/cm2) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 2.9 XXX 5.8
 Nov 1 - Apr 30 XXX XXX XXX 8.7 XXX 17
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX 2.0 XXX 4.0

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

 The EPA Waiver is in effect.

 PA0086932, Sewage, SIC Code 6515, Keystone Kommunities, 330 Ridge Road, York, PA 17402. Facility Name: Yorkana MHP. This existing facility is located in Lower Windsor Township, York County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 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
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.04 XXX 0.12
CBOD5 XXX XXX XXX 15 XXX 30
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
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0
Total Phosphorus XXX Report
Annl Avg 		XXX Report
Annl Avg 		XXX XXX
Total Nitrogen XXX Report
Annl Avg 		XXX Report
Annl Avg 		XXX XXX

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

 The EPA Waiver is in effect.

 Application No. PA0265926, Concentrated Animal Feeding Operation (CAFO), Penn England (Penn England Farm CAFO), 10341 Fox Run Road, Williamsburg, PA 16693.

 Penn England has submitted an application for an Individual NPDES permit for a new CAFO known as Penn England Farm CAFO, located in Catharine Township, Blair County.

 The CAFO is situated near Unnamed Tributary to Clover Creek, Piney Creek and Unnamed Tributary to Frankstown Branch Juniata River in Watershed 11-A, which is classified for High Quality Waters—Cold Water Fishes, Warm Water Fishes and Migratory Fishes. The CAFO is designed to maintain an animal population of approximately 3,406.3 animal equivalent units (AEUs) consisting of 2,088 cows, 886 heifers, 250 calves and 30 bulls. Manure is collected and stored in an assortment of underneath storages, clay lined and HDPE lined storage lagoons. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the 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 Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 PA0084395, SIC Code 9223, PA Department of Corrections, 2500 Lisburn Road, Camp Hill, PA 17011-8837. Facility Name: State Correctional Institution Camp Hill. This existing facility is located in Lower Allen Township, Cumberland County.

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

 The receiving stream(s), Cedar Run, is located in State Water Plan watershed 7-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 0.02 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 Suspended Solids XXX XXX XXX 30 60 75
Total Aluminum XXX XXX XXX 4.0 8.0 10
Total Iron XXX XXX XXX 2.0 4.0 5.0
Total Manganese XXX XXX XXX 1.0 2.0 2.5

 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.

 PA0009741 A-2, SIC Code 4911, Exelon Generation Co. LLC, 300 Exelon Way, Suite 310, Kennett Square, PA 19348. Facility Name: Exelon Muddy Run Pumped Storage Facility. This existing facility is located in Drumore Township, Lancaster County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated Industrial Waste (and <0.5% of treated sanitary wastewater). Only the affected outfalls are shown below: no changes to existing outfalls 002 and 003 are planned.

 The receiving stream(s), Susquehanna River, is located in State Water Plan watershed 7-K and is classified for Warm Water Fishes, Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.05 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
Temperature (°F) XXX XXX XXX 110   
Daily Avg 		XXX XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.58 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30

 The proposed effluent limits for Internal Monitoring Point 401 (previously designated as 101) are based on a design flow of 0.0069 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
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 XXX
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX XXX

 In addition, the permit contains the following major special conditions: none

 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.

 PA0080837, Sewage, SIC Code 6515, John D Walter, P O Box 175, Newville, PA 17241. Facility Name: Conodoguinet Mobile Estates. This existing facility is located in Lower Mifflin Township, Cumberland County.

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

 The receiving stream(s), Conodoguinet Creek, is located in State Water Plan watershed 7-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 001 are based on a design flow of 0.03 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 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0

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

 The EPA Waiver is in effect.

 PA0261319, Sewage, SIC Code 4952, Steven L. Sheets and Cindy M. Sheets, 1669 Old Carlisle Road, Aspers, PA 17304. Facility Name: Sheets Residence STP. This existing facility is located in Butler Township, Adams County.

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

 The receiving stream, Unnamed Tributary to Opossum 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 0.0004 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200  
Geo Mean 		XXX XXX
Ammonia-Nitrogen 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 717-705-4732.

 The EPA Waiver is in effect.

 Application No. PA0265934, Concentrated Animal Feeding Operation (CAFO), Morrow David S (David S Morrow Farm CAFO), 237 Briar Road, Loysville, PA 17047.

 Morrow David S has submitted an application for an Individual NPDES permit for a new CAFO known as David S Morrow Farm CAFO, located in Southwest Madison Township, Perry County.

 The CAFO is situated near Cisna Run and Unnamed Stream in Watershed 7-A, which is classified for High Quality Waters—Cold Water Fishes and. The CAFO is designed to maintain an animal population of approximately 670 animal equivalent units (AEUs) consisting of 4,600 swine, 15 beef cows, and 15 beef calves. Swine manure is stored in under-barn pits, beef cows are pastured year round. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the 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 Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit

 PA0265896, Storm Water, SIC Code 2951, Fayetteville Contractors Inc., 3185 Lincoln Way East, Fayetteville, PA 17222-0610. Facility Name: Fayetteville Contractors Asphalt Plant. This existing facility is located in Antrim Township, Franklin County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of Storm Water associated with an asphalt manufacturing plant.

 The receiving stream(s), Muddy Run, is located in State Water Plan watershed 13-C 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, Outfall 002, and Outfall 003:

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
Oil and Grease 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:

 • Requirements Applicable to Stormwater Outfalls including:

  o Specific Best Management Practices applicable to facilities with SIC Code 29 from Appendix J of the NPDES PAG-03 General Permit for Discharges of Stormwater Associated with Industrial Activities.

  o General Best Management Practices from Part A.1.b. of the NPDES PAG-03 General Permit for Discharges of Stormwater Associated with Industrial Activities

 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.

 PA0031950, Sewage, SIC Code 7999, 8412, PA DCNR State Parks Bureau, 1579 State Park Road, Newport, PA 17074. Facility Name: Little Buffalo State Park. This existing facility is located in Juniata Township, Perry 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 Buffalo Creek, is located in State Water Plan watershed 12-B 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 0.076 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.)
 May 1 - Sep 30 XXX XXX 6.0 XXX XXX 9.0
 Oct 1 - Apr 30 XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen
 May 1 - Sep 30 XXX XXX 5.0 XXX XXX XXX
 Oct 1 - Apr 30 XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine
 May 1 - Sep 30 XXX XXX XXX 0.5 XXX 1.6
 Oct 1 - Apr 30 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 XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 15 XXX 30
Total Kjeldahl Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Avg Qrtly 		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.

 PA0028975, Sewage, SIC Code 4952, Womelsdorf Sewer Authority Berks County, 101 West High Street, Womelsdorf, PA 19567-1108. Facility Name: Womelsdorf STP. This existing facility is located in Heidelberg Township, Berks 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), Tulpehocken Creek, is located in State Water Plan watershed 3-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 0.475 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 99 158
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 118 178
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 61 XXX XXX 15.3 XXX 30.6
 Nov 1 - Apr 30 79 XXX XXX 20 XXX 40
Total Phosphorus 3.9 XXX XXX 1.0 XXX 2.0
Total Nitrogen Report
Avg Qrtly 		XXX XXX Report
Avg Qrtly 		XXX XXX
Total Dissolved Solids Report
Avg Qrtly 		XXX XXX 1,000
Avg Qrtly 		XXX XXX

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

 • Facility's discharge is subject to Delaware River Basin Commission 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 in effect.

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

 PA0272841, Sewage, SIC Code 8800, Shelly Downes, 14200 Route 19, Waterford, PA 16441. Facility Name: Shelly Downes SRSTP. This proposed facility is located in Waterford Township, Erie County.

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

 The receiving stream(s), an unnamed tributary to Trout Run, is located in State Water Plan watershed 16-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
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 1,000

 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.

 PA0006343, Industrial Waste, SIC Code 3312, AK Steel Corp, 9227 Centre Point Drive, West Chester, OH 45069. Facility Name: AK Steel Main Facility. This existing facility is located in the City of Butler & Butler Township, Butler County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste, non-contact cooling water, miscellaneous wastewater and stormwater.

 The receiving streams are Connoquenessing Creek (Outfalls 001—005, 007—016, 027—030, 033—037 and 040—048), unnamed tributary to Connoquenessing Creek (Outfall 050), Sawmill Run (Outfalls 006, 026, 031 and 032), Rocklick Run (Outfalls 017—024, 038, 039 and 049) and Sullivan Run (Outfall 025). The receiving streams are in State Water Plan 20-C and are classified for the following uses: 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 0.341 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 179 417 XXX Report Report 157
Hexavalent Chromium 0.26 0.51 XXX 0.093 0.19 0.23
Total Chromium 2.4 6.0 XXX Report Report 2.1
Total Iron Report Report XXX 4.3 8.7 10.9
Total Nickel 1.8 5.4 XXX Report Report 1.6

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0029 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX XXX 150
Oil and Grease XXX XXX XXX XXX XXX 30

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX XXX 150
Oil and Grease XXX XXX XXX XXX XXX 30

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.034 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0

 The proposed effluent limits for Outfall 005 are based on a design flow of 1.5 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 XXX XXX 9
Total Suspended Solids 1,211 2,935 XXX Report Report 242
Oil and Grease 398 1,191 XXX 15 Report 30
Total Chromium 14.7 37 XXX Report Report 3.0
Total Iron 55.7 111 XXX 2.54 5.08 6.35
Total Nickel 11.1 33.3 XXX Report Report 2.7
Naphthalene XXX 0.05 XXX XXX XXX XXX
Tetrachloroethylene XXX 0.08 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0029 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX XXX XXX 60
Oil and Grease XXX XXX XXX XXX XXX 30

 The proposed effluent limits for Outfall 007 are based on a design flow of 1.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 (Final) Report XXX XXX XXX XXX XXX
pH
 (Interim) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids
 (Interim) 1,181 3,153 XXX Report Report 378
 (Final) 1,181 3,153 XXX XXX XXX XXX
Oil and Grease
 (Interim) XXX 790 XXX 15 Report 30
 (Final) XXX 790 XXX XXX XXX XXX

 The proposed effluent limits for Suboutfall 107 are based on a design flow of 1.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point
 (Final) Report XXX XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point
 (Final) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids
 Internal Monitoring Point
 (Final) Report Report XXX Report Report XXX
Oil and Grease
 Internal Monitoring Point
 (Final) Report Report XXX 15 Report 30
Total Aluminum
 Internal Monitoring Point
 (Final) XXX XXX XXX Report XXX XXX
Total Zinc
 Internal Monitoring Point
 (Final) XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Suboutfall 207 are based on a design flow of N/A MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point
 (Final) XXX Report XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point
 (Final) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids
 Internal Monitoring Point
 (Final) XXX Report XXX XXX Report XXX
Oil and Grease
 Internal Monitoring Point
 (Final) XXX Report XXX XXX Report XXX

 The proposed effluent limits for Outfall 025 are based on a design flow of N/A MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX XXX 60
Oil and Grease XXX XXX XXX XXX XXX 30

 The proposed effluent limits for Outfall 034 are based on a design flow of 0.004 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0

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

 • Chemical Additives

 • Stormwater

 • Warning Sign requirement—Outfalls 001 & 004 (Heated Discharges)

 • Monitoring Waiver—Outfall 005—Naphthalene & Tetrachloroethylene

 • Reactivation of the Outfall 001 Steel Making Processes

 • Electronic Discharge Monitoring Reporting requirement

 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.

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. WQG02091413, Sewage, Northampton Bucks County Municipal Authority, 111 Township Road, Richboro, PA 18954.

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

 Description of Action/Activity: Construction and operation of a sanitary sewer pump station.

 WQM Permit No. WQG02091414, Sewage, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976-1209.

 This proposed facility is located in Richland Township, Bucks County.

 Description of Action/Activity: Replace existing 8 inch sewer with a 10 inch sewer for future capacity.

 WQM Permit No. WQG02461415, Sewage, Limerick Township, 646 W. Ridge Road, Limerick, PA 19468.

 This proposed facility is located in Limerick Township, Montgomery County.

 Description of Action/Activity: Construction and operation of a low pressure sewer system.

 WQM Permit No. 4614403, Sewage, Frederick Mennonite Community d.b.a. Frederick Living, 2849 Big Road, P.O. Box 498, Frederick, PA 19435-0498.

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

 Description of Action/Activity: Sanitary sewer extension (8" PVC) and pumping station to serve new housing unit adjacent to existing units.

 WQM Permit No. WQG02461109, Sewage, Amendment, Pennsylvania Air National Guard, 1120 Fairchild Street, Horsham, PA 19044.

 This proposed facility is located in Horsham Township, Montgomery County.

 Description of Action/Activity: Replacing of the entire water distribution and sanitary sewer collection system.

 WQM Permit No. 1514401, Sewage, Birmingham Township, 1040 West Street Road, West Chester, PA 19382-8012.

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

 Description of Action/Activity: Denitrification process to the existing WWTP to remove nitrogen as required by new permit effluent limits. New wastewater treatment plant.

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

 WQM Permit No. 4014201, Industrial Waste, J.V.A. Deicing Inc., 78 Cottage St, Carbondale, PA 18407.

 This proposed facility is located in Duryea Borough, Luzerne County.

 Description of Proposed Action/Activity: The application is for the existing stormwater control facilities at an existing rock salt storage and distribution stockpile. This Facility has controlled pumping from two existing stormwater impoundments. The impoundments capture stormwater runoff from Deicing Salt Storage pile pads and rail car unloading areas.

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

 WQM Permit No. 2170410, Amendment #5, Sewerage, Lower Allen Township Authority, 120 Limekiln Road, New Cumberland, PA 17070-2428.

 This proposed facility is located in Fairview Township, York County.

 Description of Proposed Action/Activity: Seeking permit approval for rerate.

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.

 PA0063665, MS4, Allentown City, 641 South 10th Street, Allentown, PA 18103-4775. 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 Allentown City, Lehigh County. The receiving streams, Cedar Creek, Jordan Creek, Unnamed Tributary to Lehigh River, Trout Creek and Unnamed Tributary to Trout Creek, are located in State Water Plan watershed 2-C and are classified for High Quality Waters—Cold Water Fishes, Trout Stocking, Migratory Fishes, Cold Water Fishes and Migratory Fishes, 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

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

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI01
5114011(1) 		Liberty Property Trust
1628 John F. Kennedy Boulevard
Philadelphia, PA 19103 		Philadelphia City of Philadelphia Delaware River
WWF—MF
PAI01
5114012 		Forest City Residential
Group, Inc.
1 Metrotech Center North
Brooklyn, NY 11201 		Philadelphia City of Philadelphia Lower Schuylkill River
WWF—MF

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

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

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI023914008 David Biddison
Wedgewood Land, LP
201 King of Prussia Rd.
Ste. 370
Radnor, PA 19087 		Lehigh Upper Saucon Township UNT to Saucon Creek
(CWF, MF), EV Wetlands

 Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Crawford, Section Chief, 717.705.4802.

Permit # Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI032114008 David A. Marschka
120 North Pointe Boulevard, Suite 300
Lancaster, PA 17601 		Cumberland North Middleton and Middlesex Townships Letort Springs Run
(HQ-CWF, MF)
PAI030514004 Lawrence Burkholder
760 Muley Lane
New Enterprise, PA 16664 		Bedford South Woodbury UNT Beaver Creek
(HQ-CWF)
UNT Three Springs Run
(HQ-CWF)

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

Permit No. Applicant & Address County Municipality Stream Name
PAI056314007 PA American Water Company
300 Galley Road
McMurray, PA 15317 		Washington Hopewell Township and Canton Township Brush Run (HQ-WWF), Cross Creek (HQ-WWF), and Chartiers Creek (WWF)
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs
CAFO Notices of Intent Received

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

 PAG123785, CAFO, Noah W. Kreider & Sons, LLP, 1461 Lancaster Road, Manheim, PA 17545.

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

 Description of Size and Scope of Proposed Operation/Activity: A proposed expansion of an existing poultry (layer) operation to house 2,150,000 birds (6,772.5 AEU) by the year 2016.

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

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

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