NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 6459]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 all new permit applications, renewal application with major changes or applications for permits not waived by EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted before the application, within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. The comments 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 if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. 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 renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated before the application.
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: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES No.
Facility Name &
County &
Stream Name
EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0051870 Mark and Justine Flynn 1774 Turk Road
Doylestown, PA 18901Bucks County
Doylestown TownshipNeshaminy Creek Yes PA0056120 Sarah Mims
814 Denton Hollow Road
West Chester, PA 19382Chester County
Pocopson TownshipPocopson Creek Yes
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
Facility Name &
County &
Stream Name
EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0084484 Salisbury Township
5581 Old Philadelphia Pike
Gap, PA 17527-9791Lancaster County Salisburg Township UNT to Pequea Creek Y
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
Facility Name &
County &
Stream Name
EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0111848
IWSafety Light Corp.
4150-A Old Berwick Road
Bloomsburg, PA 17815S. Centre Township
Columbia CountySusquehanna River
5-DYes
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0103586, Sewage, Keith A. Whittenberger, 300 Three Degree Road, Renfrew, PA 16053-9732. This proposed facility is located in Penn Township, Butler County.
Description of Proposed Activity: renewal for an existing discharge.
The receiving stream, unnamed tributary to Thorn Creek, is in watershed 20-C and classified for: Cold Water Fishes, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is Zelienople Municipal Waterworks on the Connoquenessing Creek at 16 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 400 GPD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform 200/100ml as a geometric average Total Residual Chlorine Monitor and Report
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0037974, Sewage, Washington Township, 11800 Edinboro Road, Edinboro, PA 16412. This proposed facility is located in Washington Township, Erie County.
Description of Proposed Activity: discharge of treated sanitary waste from a mobile home park.
The receiving stream, unnamed tributary to Darrows Run, is in watershed 16A and classified for: warm water fishery.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply considered during the evaluation is Franklin City General Authority, Venango County, located 44 miles below the point of discharge on French Creek.
The proposed effluent limits for Outfall 001 based on a design flow of 0.080 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 15 20 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15 Total Residual Chlorine 0.5 1.2 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-01 to 4-30) 2,000/100 ml as a geometric average
PH 6.0 to 9.0 standard units at all times
The EPA Waiver is in effect.
PA0222127, Sewage, Glade Run United Presbyterian Church, 1091 Pittsburgh Road, Valencia, PA 16059. This proposed facility is located in Middlesex Township, Butler County.
Description of Proposed Activity: a new existing discharge.
The receiving stream, unnamed tributary to Glade Run, is in watershed 20-C and classified for: Warm Water Fishes, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is the Zelienople Municipal Waterworks on Connoquenessing Creek located at river mile 22.5 and is located 12.0 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.001500 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus (4-1 to 10-31) 2 4 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
Total Residual Chlorine 0.18 0.4 Dissolved Oxygen minimum of 3 mg/l at all times
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0000908, Industrial Waste, Consumers PA Water Company--Shenango Valley Division, 665 South Dock Street, Sharon, PA 16146-1835. This proposed facility is located in City of Sharon, Mercer County.
Description of Proposed discharge of treated industrial waste, is in watershed 20-A and classified for: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the PA American Water Company intake on the Shenango River located at New Castle, approximately 25 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Total Suspended Solids 300 600 30 60 75 Aluminum 37 75 3.7 7.5 9 Iron 20 40 2 4 5 Manganese 10 20 1 2 2.5 Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and Report.
The EPA Waiver is in effect.
PA0020095, Industrial Waste, Thomas and Betts Reznor, 150 McKinley Avenue, Mercer, PA 16137. This proposed facility is located in Mercer Borough, Mercer County.
Description of proposed discharge of industrial and stormwater, is in watershed 20-A and classified for: trout stocked fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Beaver Falls Municipal Authority on the Beaver River located at River Mil 3.8, approximately 45.5 miles below point of discharge.
The proposed effluent limits for Outfall 002 are based on a design flow of 0.0135 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 001, 003, 004, 006, 007 and 008 are based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges shall consist solely of stormwater. Refer to Special Condition E concerning uncontaminated stormwater outfalls. XX--Monitor and Report.
In addition to the effluent limits, the permit contains the following major special conditions: Stormwater Conditions.
The EPA Waiver is in effect.
PA0103926, Industrial Waste, Component Inter Technologies, Inc., 2426 Perry Highway, Hadley, PA 16130-2998. This proposed facility is located in Perry Township, Mercer County.
Description of proposed minor discharge of mixed wastes, is in watershed 20-C and classified for: trout stocked fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Municipal Authority of the Township of North Sewickley on the Beaver River located at River Mile 7.6, approximately 20.7 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX pH Within limits of 6.0 to 9.0 standard units at all times.
The proposed effluent limits for Outfall 101 are based on a design flow of 0.036 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TCE 0.047 0.094 0.12 1,1,1 TCA 1.5 3.0 3.8 1,1 DCE 0.26 0.52 0.65 1,1 DCA XX XX XX 1,2 DCE 1.7 3.4 4.3 1,2 DCA 1.703 3.4 4.3 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 201 are based on a design flow of 0.00215 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX CBOD 25 50 TSS 30 60 Fecal (5-1 to 9-30) 200 (10-1 to 4-30) 50,000 UV Light XX PH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 301 are based on a design flow of 0.06 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow X Copper 0.61 1.2 1.5 Lead 0.17 0.34 0.43 TSS 31 60 78 Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and Report.
In addition to the effluent limits, the permit contains the following major special conditions.
The EPA Waiver is in effect.
PA0103471, Sewage, Shenango Township Municipal Authority, 155 Campground Road, West Middlesex, PA 16159. This proposed facility is located in Shenango Township, Mercer County.
Description of Proposed Activity: renewal for an existing discharge.
The receiving stream, Shenango River, is in watershed 20-A and classified for: Warm Water Fishes, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is the Western Pennsylvania Water Company intake on the Shenango River located at New Castle, approximately 13.5 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.45 MGD.
Interim Limits
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliform (5-01 to 9-30) 200/100 ml as a geometric average
(10-01 to 4-30) 39,600/100 ml as a geometric average
Total Residual Chlorine 0.5 1.6 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 001 based on a design flow of 0.509 MGD.
Final Limits
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 39,600/100 ml as a geometric average
Total Residual Chlorine 0.5 1.6 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
PA0052035, Sewage, Upper Makefield Township, 1076 Eagle Road, Newtown, PA 18940.
This application is for renewal of a NPDES permit to discharge treated sewage from the Upper Makefield Township STP in Upper Makefield Township, Bucks County. This is an existing discharge to the Delaware River.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.1 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliform 200 colonies/100 ml as a geometric average pH Within limits of 6.0--9.0 Standard Units at all times
Total Residual Chlorine 0.5 1.2 The EPA waiver is in effect.
PA0010961, Industrial Waste, SPS Technologies, Inc., Highland Avenue, Jenkintown, PA 19046.
This application is for renewal of an NPDES permit to discharge industrial wastewater and stormwater from SPS Technologies Facility in Abington Township, Montgomery County. This is an existing discharge to Beader Creek and Tacony Creek.
The receiving streams are classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002, based on an average flow of 0.012 mgd are as follows:
Instantaneous Average Instantaneous Parameter Minimum (mg/l) Monthly (mg/l) Maximum (mg/l) Oil and Grease 15 30 Temperature 110°F pH (standard units) 6.0 9.0 The proposed effluent limits for Outfall 004, based on an average flow of 0.0669 mgd are as follows:
Instantaneous Average Instantaneous Parameter Minimum (mg/l) Monthly (mg/l) Maximum (mg/l) Oil and Grease 15 30 Temperature 110°F Lead, Total Monitor/Report
pH (standard units) 6.0 9.0 The proposed effluent limits for Outfall 005 based on an average storm event are as follows: not monitored.
The proposed effluent limits for Outfall 006--008, based on an average flow of 3.33 mgd are as follows:
Instantaneous Average Instantaneous Parameter Minimum (mg/l) Monthly (mg/l) Maximum (mg/l) Temperature 110°F pH (standard units) 6.0 9.0 The proposed effluent limits for Outfall 009 based on an average storm event are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 Monitor/Report
COD Monitor/Report
Oil and Grease Monitor/Report
pH Monitor/Report
Total Suspended Solids Monitor/Report
Total Kjeldahl Nitrogen Monitor/Report
Total Phosphorus (as P) Monitor/Report
Iron, Dissolved Monitor/Report
The EPA Waiver is in effect.
PA 0050342, Sewage, The Quick Group, 1045 North Westend Boulevard, Quakertown, PA 18951.
This application is for renewal of a NPDES permit to discharge treated sewage from the Regal Oaks WWTP in Upper Pottsgrove Township, Montgomery County. This is an existing discharge to Sprogels Run.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.0179 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Total Residual Chlorine (Years 1 and 2) Monitor/Report
Monitor/Report (Years 3, 4 and 5) 0.024 0.048 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times The EPA waiver is in effect.
PA 0058343, Sewage, Bedminster Municipal Authority, P. O. Box 92, Bedminster, PA 18910.
This application is for issuance of an NPDES permit to discharge treated sewage from the Bedminster Municipal Authority WWTP in Bedminster Township, Bucks County. This is a proposed discharge to an unnamed tributary to Deep Run.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.15 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 10 15 20 Ammonia (as N) (5-1 to 10-31) 1.0 2.0 (11-1 to 4-30) 2.0 4.0 NO2 + NO3 as N 10.0 20.0 Phosphorus (4-1 to 10-31) 0.8 1.8 (11-1 to 3-31) Monitor/Report
Monitor/Report
Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 5.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times The EPA waiver is in effect.
PA0056944, Industrial Waste, Sun Pipeline Company, 1801 Market Street, 15/10 PC, Philadelphia, PA 19103-1699.
This application is for renewal of an NPDES permit to discharge stormwater from an existing petroleum products pipeline pump station in Upper Chichester Township, Delaware County. This is an existing discharge to an unnamed tributary to Marcus Hook Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Recoverable Petroleum Hydrocarbons Monitor/Report
Oil and Grease 15 30 The EPA Waiver is in effect.
PA0026859, Sewage, Pennsylvania American Water Company, 114 East Lincoln Highway, Coatesville, PA 19320.
This application is for renewal of an NPDES permit to discharge treated sewage from Coatesville STP in South Coatesville Borough, Chester County. This is an existing discharge to West Branch Brandywine Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 3.85 mgd are as follows:
Average Average Instantaneous Daily Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Maximum (TUc) CBOD5 (5-1 to 10-31) 10.5 16 21 (11-1 to 4-30) 21 32 42 Total Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Phosphorus (as P) (4-1 to 10-31) 1.0 2.0 Copper, Total (Year 1 to Year 3) Monitor/Report
Monitor/Report
(Year 4 to Year 5) 0.015 0.03 Mercury, Total Monitor/Report
Monitor/Report Total Residual Chlorine 0.2 0.7 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen Minimum of 5.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times
Toxicity (Chronic) (Year 1 to Year 3) Monitor/Report
(Year 4 to Year 5) 2.9 The following requirements are proposed for stormwater Outfalls 002 and 003:
Maximum Parameter Daily (mg/l) CBOD5 Monitor/Report
COD Monitor/Report
Oil and Grease Monitor/Report
Total Suspended Solids Monitor/Report
Total Kjeldahl Nitrogen Monitor/Report
Total Phosphorus Monitor/Report
Iron, Dissolved Monitor/Report
pH (STD Unit) Monitor/Report
Other Conditions:
The EPA Waiver is not in effect.
PA0053554, Industrial Waste, Earthgro, Inc., 944 Newark Road, Avondale, PA 19311.
This application is for renewal of an NPDES permit to discharge stormwater from the facility in New Garden Township, Chester County. This is an existing discharge to West Branch Red Clay Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids Monitor/Report
Fecal Coliform Monitor/Report
Aluminum Monitor/Report
Copper Monitor/Report Zinc Monitor/Report Iron (Total) Monitor/Report
Iron (Dissolved) Monitor/Report
4, 4` DDT Monitor/Report
4, 4` DDD Monitor/Report
4, 4` DDE Monitor/Report
pH 6.0 9.0 The EPA Waiver is in effect.
PA0051365, Industrial Waste, Philadelphia Suburban Water Company, 762 West Lancaster Avenue, Bryn Mawr, PA 19010.
This application is for renewal of an NPDES permit to discharge treated process wastewater from sedimentation Basin of Ingrams Mill Water Treatment Plant in East Bradford Township, Chester County. This is an existing discharge to East Branch of Brandywine Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.177 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 20 40 50 Iron, Total 2.0 4.0 5.0 Aluminum, Total 4.0 8.0 10.0 Manganese, Total 1.0 2.0 2.5 pH Within limits of 6.0--9.0 Standard Units at all times
Total Residual Chlorine 0.35 0.70 0.73 Dissolved Oxygen Monitor/Report
Monitor/Report
(Inst. Min.)
Chloroform Monitor/Report
Monitor/Report
Dichlorobromomethane Monitor/Report
Monitor/Report Chlorodilbromomethane Monitor/Report
Monitor/Report
BOD5 Monitor/Report
Monitor/Report NH3-N Monitor/Report
Monitor/Report
Phosphorus as P Monitor/Report
Monitor/Report
Other Conditions:
The EPA Waiver is in effect.
Effective disinfection.
The first downstream potable water intake is for Philadelphia Suburban Water Company (Ingrams Mill Plant) is approximately 1/4 mile away.
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