[31 Pa.B. 5801]
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In addition to these effluent limits, this permit contains monitoring and reporting of groundwater from monitoring wells number 1, 2, 4, 5, 7, 13, 16 and well number 3.
Individuals 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.
Application No. PA 0088854, Jeremiah and James Sensenig Farm, 114 Widdowson Road, Quarryville, PA 17566.
Jeremiah and James Sensenig submitted an application for an individual NPDES permit for an existing concentrated animal feeding operation (CAFO) known as Jeremiah and James Sensenig Farm, Widdowson Road, Little Britain Township, Lancaster County. The CAFO is situated in the Little Conowingo Creek watershed, which is classified as High Quality-Cold Water Fishes (HQ-CWF). The CAFO is designed to maintain an animal population of 379 animal equivalent units (AEUs) consisting of 2,100 finishing swine, 60 dairy cows and 34 dairy heifers.
Manure generated at the existing swine barn is collected and stored underneath the confined structure and has a capacity of 674,000 gallons. The liquid dairy manure is stored in a concrete storage structure with a capacity of 184,000 gallons. A release or discharge to waters of this 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 including the Final CAFO Strategy, the Department has made a tentative determination to issue an individual NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the draft permit.
The permit application and proposed draft permit are on file at the Southcentral Regional Office of the Department. Individuals may make an appointment to review the files by calling the File Review Coordinator at (717) 705-4732.
The Environmental Protection Agency permit review waiver provision under 40 CFR 123.24(e) does not apply to this individual NPDES permit.
Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. All comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based. A public meeting/hearing may be held if the Department considers the public response or interest significant.
Following the 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.
Application No. PA 0088862, Jeremiah Sensenig Farm, 2671 Noble Road, Quarryville, PA 17566.
Jeremiah Sensenig submitted an application for an individual NPDES permit for an existing CAFO known as Jeremiah Sensenig Farm, Noble Road, Little Britain Township, Lancaster County. The CAFO is situated near West Branch Octoraro Creek, which is classified as High Quality-Cold Water Fishes-Migratory Fishes (HQ-CWF-MF). The CAFO is designed to maintain an animal population of 326 animal equivalent units (AEUs) consisting of 2,000 finishing swine and 75 beef steers.
Manure generated at the existing barn is collected and stored underneath the confined structure and has a capacity of 701,684 gallons. A release or discharge to waters of this 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 including the Final CAFO Strategy, the Department has made a tentative determination to issue an individual NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the draft permit.
The permit application and proposed draft permit are on file at the Southcentral Regional Office of the Department. Individuals may make an appointment to review the files by calling the File Review Coordinator at (717) 705-4732.
The Environmental Protection Agency permit review waiver provision under 40 CFR 123.24(e) does not apply to this individual NPDES permit.
Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. All comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based. A public meeting/hearing may be held if the Department considers the public response or interest significant.
Following the 30-day comment period, the Water Management Program Manager will make a final deter-mination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
PA0228435, Sewerage SIC, 4952, Brady Township, 1986 Elimsport Road, Montgomery, PA 17752. This proposed facility is located in Brady Township, Lycoming County.
Description of Proposed Activity: This proposed action is for issuance of an NPDES permit for a proposed discharge of treated sewage wastewater.
The receiving stream, unnamed tributary of Black Run, is in the State Water Plan watershed 10C and classified for: Warm Water Fishes. The nearest downstream public water supply intake for PA American Water Company is located on West Branch Susquehanna River is 13 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.012 MGD.
Average Average Daily Instantaneous Instantaneous Parameter Monthly
(mg/l)Weekly
(mg/l)Maximum (mg/l) Maximum (mg/l) Minimum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Ammonia-N (6-1 to 10-31) 3.8 5.7 7.6 (11-1 to 5-31) 11 17 23 Dissolved Oxygen 5.0 Total Cl2 Residual 0.44 1.0 Fecal Coliforms: (5-1 to 9-30) 200 col/100 ml as a geometric mean
(10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0 to 9.0 at all times PA0228397, CAFO 0241, Penn State University, 201A Ag Administration Building, University Park, PA 16802
This existing facility is located in Benner Township, College Township, Ferguson Township, Patton Township and State College Borough in Centre County.
Description of Existing Activity: Concentrated animal feeding operation (CAFO) for 1,642.5 animal equivalent units of bovine, sheep, poultry, pigs and horses.
The receiving stream, named and unnamed tributaries of Spring Creek, is in the State Water Plan watershed 9C (Bald Eagle Creek) and classified for High Quality Cold Water Fishes (HQ-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 nondischarge 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 Pennsylvania Nutrient Management Act and The Clean Stream Law constitutes compliance with the State narrative water quality standards.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0002917, Industrial Waste, SIC, 4911, Allegheny Energy Supply Company, LLC, 4350 Northern Pike, Monroeville, PA 15146.
This application is for renewal of an NPDES permit to discharge treated process water, sewage, stormwater, leachate and untreated cooling water stormwater from Armstrong Power Station in Washington Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River and its tributaries, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Kittanning Suburban Joint Water Authority, located at Kittanning, 6.7 miles below the discharge point.
Internal Monitoring Point 101: existing discharge, design flow of 0.0476 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended Solids 30 100 Oil and Grease 15 20 pH (S.U.) not less than 6.0 nor greater than 10.5
Outfall 001: existing discharge to Allegheny River, 166.74 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) (1-1 to 12-31) 0.2 110 Total Residual Chlorine pH (S.U.) not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge to the Allegheny River, 0.0038 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.038 CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 1.4 3.3 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2000/100 ml as a geometric mean pH not less than 6.0 nor greater than 9.0 Outfall 006: Plant area stormwater runoff and emergency overflow (North Detention Lagoon, IMP 106) discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from this outfall is restricted by the requirements in item nos.
10 and 13 in part c of the permit.Outfall 007: existing discharge to Allegheny River, 3.107 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
This discharge shall consist of intake screen backwash water only. Outfall 008: emergency overflow (hydrobin) discharge to Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended Solids 30 100 Oil and Grease 15 20 pH (S.U.) not less than 6.0 nor greater than 9.0
Outfall 009: existing discharge to Allegheny River, 2.44 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended Solids 30 100 Oil and Grease 15 20 This outfall may also receive metal cleaning wastewater from IMP 109 upon written
authorization from the Department.
pH (S.U.) not less than 6.0 nor greater than 9.0 Internal Monitoring Point 109: Impoundment tank (metal cleaning wastewater) in the industrial wastewater treatment plant.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum There shall be no discharge of metal cleaning wastewater without prior
written authorization from the Department.Outfall 010: Plant area stormwater runoff and emergency overflow (South Detention Basin, IMP 110) discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from this outfall is restricted by the requirements in Item No.
13 in Part C of the permit.Outfalls 004, 011, 012 and 014: Stormwater discharge to Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from these outfalls shall consist of
uncontaminated stormwater runoff only.Outfall 013: Proposed discharge to Allegheny River, 0.45 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended Solids 30 100 Iron 3.5 7.0 pH not less than 6.0 nor greater than 9.0
Other Conditions: Outfalls 002 and 005 have been eliminated.
The EPA waiver is not in effect.
PA0021768, Sewage, Borough of Somerset, 340 West Union Street, P. O. Box 71, Somerset, PA 15501.
This application is for renewal of an NPDES permit to discharge treated sewage from the Main Sewage Treatment Plant in Somerset Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as East Branch Coxes Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Ohiopyle Water Works.
Outfall 001: existing discharge, design flow of 2.0 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 5.0 7.5 10.0 Iron 2.2 4.4 5.5 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine .38 1.23 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0021768, Sewage, Borough of Somerset, 340 West Union Street, P. O. Box 71, Somerset, PA 15501.
This application is for renewal of an NPDES permit to discharge treated sewage from the Main Sewage Treatment Plant in Somerset Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as East Branch Coxes Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Ohiopyle Water Works.
Outfall 001: existing discharge, design flow of 2.0 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 5.0 7.5 10.0 Iron 2.2 4.4 5.5 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine .38 1.23 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0
The EPA waiver is not in effect.
PA0205524, Sewage, Amy C. Smeltzer, 297 Ford City Road, Freeport, PA 16229.
This application is for Renewal of an NPDES permit to discharge treated sewage from Smeltzer Single Residence STP in South Buffalo Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Hill Run, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Buffalo Township Municipal Authority, Freeport Plant, on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine Monitor and Report
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218928, Sewage, Cadogan Township, P. O. Box 309, Cadogan, PA 16212.
This application is for issuance of an NPDES permit to discharge treated sewage from Cadogan Township Sewage Treatment Plant in Cadogan Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Glade Run, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Buffalo Township Municipal Authority located on the Allegheny River.
Outfall 001: new discharge, design flow of 0.075 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 20 40 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 10,000/100 ml as a geometric mean
Dissolved Oxygen not less than 3 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0238686, Sewage. Brandywine Village, P. O. Box 449, Mars, PA 16046. This proposed facility is located in Connoquenessing Township, Butler County.
Description of Proposed Activity: A Part I NPDES Permit for a new discharge.
The receiving stream, unnamed tributary to Little Connoquenessing 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 the Harmony Borough intake on Little Connoquenessing Creek located at approximately 10 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0239.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 4,200/100 ml as a geometric average
Phosphorus as P (4-1 to 10-31) 2 4 Total Residual Chlorine 0.5 1.2 Dissolved Oxygen minimum of 4 mg/l at all times
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0238651, Industrial Waste. Unimold--A G Industries, 671 Colbert Avenue, Oil City, PA 16301. This proposed facility is located in Oil City, Venango County.
Description of Proposed activity is the discharge of wastewater from a reverse osmosis unit and stormwater. It is in watershed 16E and classified for: WWF, 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 Emlenton Water Company on the Allegheny River located at Emlenton, approximately 36.5 miles below point of discharge.
The proposed effluent limits for Outfall 003 are based on a design flow of 0.000857 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX C-Biochemical Oxygen
Demand (5-day)XX Chemical Oxygen
DemandXX Oil and Grease XX SARA Title III Section 313 XX Water Priority
Chemicals*XX Total Suspended Solids XX Total Phosphorous XX Total Kjeldahl Nitrogen XX Iron (Dissolved) XX Nickel XX Copper XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 004 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 Flow (MGD) XX C-Biochemical Oxygen
Demand (5-day)XX Chemical Oxygen
DemandXX Oil and Grease XX SARA Title III Section 313 XX Water Priority
Chemicals*XX Total Suspended Solids XX Total Phosphorous XX Total Kjeldahl Nitrogen XX Iron (Dissolved) XX Nickel XX Copper XX pH Within limits of 6.0 to 9.0 standard units at all times. * Any section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313 XX--Monitor and report.
In addition to the effluent limits, the permit contains the following major special conditions stormwater sampling conditions.
The EPA Waiver is in effect.
WATER QUALITY MANAGEMENT PERMITS
CONTROLLED INDUSTRIAL WASTE AND SEWAGE WASTEWATER
APPLICATIONS UNDER THE CLEAN STREAMS LAW
PART II PERMITS The following permit applications or requests for plan approval have been received by the Department of Environmental Protection (Department).
Persons wishing to comment on any of the applications are invited to submit a statement to the office noted before the application within 15 days from the date of this public notice. Comments received within this 15-day comment period will be considered in making the finaleb;normal;j decision regarding the 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.
The Department reserves the right to hold a public hearing 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 of the area. If no hearing is held, the Department's Water Management Program Manager will make a final determination regarding the applications after a complete review. 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.
A copy of the permit application or proposed plan is on file in the office indicated and is open to public inspection. Appointments to review the application may be made by contacting Records Management at the indicated telephone number.
I. Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
WQM Permit No. 4601414, Sewerage, Limerick Township Municipal Authority, 529 King Road, P. O. Box 29, Royersford, PA 19468. This proposed facility is located in Limerick Township, Montgomery County.
Description of Proposed Action/Activity: Construction to upgrade existing pump station.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 1401405, Sewerage SIC 4952, Spring Benner Walker Joint Authority, 170 Irish Hollow Road, Bellefonte, PA 16823. This proposed facility is located in Spring Township, Centre County.
Description of Proposed Action/Activity: Sewer line extension to Burnham Farm Estates Subdivision application received on February 22, 2001.
WQM Permit No. 4101408, Sewerage SIC 4952, Brady Township, 1986 Elimsport Road, Montgomery, PA 17752. This proposed facility is located in Brady Township, Lycoming County.
Description of Proposed Action/Activity: Construction and operation of a sewage treatment plant and collection system application received on September 5, 2001.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Application No. 0287456-A1, Sewerage, Municipality of Penn Hills, 12245 Frankstown Road, Penn Hills, PA 15235. Application for the construction and replacement of sanitary sewers to serve the Universal and Stotler Road area located in Penn Hills Township, Allegheny County.
Application No. 5601408, Sewerage, Gabrielle Michalek, 529 Pacific Avenue, Pittsburgh, PA 15221. Application for the construction and operation of a single residence sewage treatment plant to serve the Michalek Property located in the Upper Turkeyfoot Township, Somerset County.
NPDES Stormwater Individual Permit
The following parties have applied for an NPDES permit to discharge stormwater associated with a construction activity into waters of this Commonwealth. Unless otherwise indicated, on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain limitations set forth in the permit conditions. These proposed determinations are tentative. Limitations are provided as erosion and sediment control best management practices which restrict the rate and quantity of sediment discharged.
Where indicated, 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 appropriate Department Regional Office noted before the application within 30 days from the date of this public notice. Comments reviewed within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses 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 relevant facts upon which it is based. A public hearing may be held after consideration of comments received by the appropriate Department Regional Office during the 30-day public comment period.
Following the 30-day comment period, the appropriate Regional Office Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The application and related documents, including the erosion and sediment control plan for the earth disturbance activity, are on file and may be inspected at the office identified in this notice.
Persons with a disability that require an auxiliary aid, service or other accommodation to participate during the 30-day public comment period should contact the specified Regional Office. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES Permit PAS10 G489, Stormwater. Chesterfield Development Corporation, c/o Brandolini Company, 1301 Lancaster Avenue, Berwyn, PA 19312, has applied to discharge stormwater associated with a construction activity located in Westtown Township, Chester County to tributary to Hunters Run/Ridley Creek (HQ-TSF) and tributary of East Branch Chester Creek (TSF).
NPDES Permit PAS10 G490, Stormwater. Charles Burgy, 313 South Warren Avenue, Malvern, PA 19355-0315, has applied to discharge stormwater associated with a construction activity located in Malvern Borough, Chester County to UNT to Crum Creek (HQ-WWF).
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Lehigh County Conservation District: Lehigh Ag. Ctr., Ste. 102, 4184 Dorney Park Road, Allentown, PA 18104, (610) 391-9583.
NPDES
No.Applicant Name &
AddressCounty &
MunicipalityReceiving
Water/UsePAS10Q230 Allentown Arena Corp.
219 N. 9th St.
Allentown, PA 18102Lehigh County
City of AllentownLittle Lehigh
HQ-CWFSouthwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
NPDES Permit PAS10W084, Stormwater. PA American Water Company, P. O. Box 1290, 300 Galley Road, McMurray, PA 15317 has applied to discharge stormwater associated with a construction activity located in Buffalo Township and South Franklin Township, Washington County to Buffalo Creek (HQ-WWF).
Washington County Conservation District: 100 West Beau Street, Suite 602, Washington, PA 15301-4402, (724) 228-6774.
NPDES
No.Applicant Name &
AddressCounty &
MunicipalityReceiving
Water/UsePAS10W084 PA American Water Company
P. O. Box 1290
300 Galley Road
McMurray, PA 15317Washington County
Buffalo Township
South Franklin TownshipBuffalo Creek/HQ-WWF
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