NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 3406]
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 the 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
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
PA0000345, Amendment No. 1, Industrial Waste, Pennsylvania-American Water Company, Clarion Filter Plant, Water Company Road, Clarion, PA 16214. This proposed facility is located in Clarion Township, Clarion County.
Description of Proposed Activity: treated discharge of industrial wastewater and stormwater at a potable water treatment facility.
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 Pennsylvania-American Water Company--Clarion District and the Clarion River located at Clarion, 0.04 mile below point of discharge.
The receiving stream, Clarion River and an unnamed tributary to the Clarion River, is in watershed 17B and classified for: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 (Interim) based on a design flow of 0.138 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids 30.0 60.0 75.0 Total Aluminum 4.0 8.0 10.0 Total Iron 2.0 4.0 5.0 Total Manganese 1.0 2.0 2.5 Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 001 (Final) based on a design flow of 0.6125 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids 30.0 60.0 75.0 Total Aluminum 0.56 1.2 1.4 Total Iron 2.0 4.0 5.0 Total Manganese 1.0 2.0 2.5 Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 002 (interim) based on a design flow of n/a MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) See Part C Condition No. 4 The proposed effluent limits for Outfall 002 (final) based on a design flow of n/a MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX Total Residual Chlorine XX The proposed effluent limits for Outfall 003 (interim and final) and Outfalls 004--006 based on a design flow of n/a MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) See Part C Condition No. 4 The EPA Waiver is in effect.
PA0014427, Industrial Waste, United States Fish and Wildlife Service--Allegheny National Fish Hatchery, R. D. 1 Box 1050, Warren, PA 16365. This proposed facility is located in Glade Township, Warren County.
Description of Proposed Activity: discharge of treated and untreated industrial waste and stormwater from a fish hatchery.
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 Emlenton Water Company and the Allegheny River located at River Mile 90, 104 miles below point of discharge.
The receiving stream, the Allegheny River, is in watershed 16-B and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.76 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitor and Report CBOD5 10 25 Total Suspended Solids 10 25 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 002 based on a design flow of 4.75 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitor and Report CBOD5 10 25 Total Suspended Solids 10 25 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0035718, Industrial Waste, John Koller, & Sons t/a Fairview Swiss Cheese, 1734 Perry Highway, Fredonia, PA 16124. This proposed facility is located in Fairview Township, Mercer County.
Upon comments received, the limitations published at 32 Pa.B. 1547 (March 23, 2002) for John Koller & Sons t/a Fairview Swiss Cheese for a discharge in Fairview Township, Mercer County was revised as follows.
Description of discharge: This is a minor discharge of commercial wastes in watershed 20-A which is classified for: TSF, 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 Mile 3.8, approximately 56.4 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX BOD5 39 90 XX XX 143 TSS 58 135 XX XX 218 NH3-N (5-1 to 10-31) 1.3 2.7 3.0 6.5 7.0 (11-1 to 4-30) 3.5 7.9 9.0 19 21 Fecal Coliform TRC 0.5 1.2 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and report.
The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
PA0041009, Industrial, Pipeline Petroleum, Inc., Shippers Road, Macungie, PA 18067. This proposed facility is located in Lower Macungie Township, Lehigh County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated process water.
The receiving stream, unnamed tributary to Little Lehigh Creek, is in the State Water Plan watershed #2C and is classified for: HQ-CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for City of Allentown is located on Little Lehigh River approximately 6 miles below the point of discharge.
The proposed effluent limits for Outfall 001 and 002 based on a design flow of N/A.
Concentration (mg/l) Average Maximum Parameter Monthly Instantaneous Outfall 001
Total Recoverable HydrocarbonMonitor and Report Outfall 002
Total Recoverable HydrocarbonMonitor and Report PA0063592, Sewage, Borough of Gilberton, Main Street, Gilberton, PA 17934. This proposed facility is located in Gilberton Borough, Schuylkill County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage.
The receiving stream, Mahanoy Creek, is in the State Water Plan watershed #6B and is classified for: CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Dauphin Consolidated Water Company is located on the Susquehanna River, 90 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .100 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Dissolved Oxygen A minimum of 5 mg/l at all times.
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 pH 6.0 to 9.0 standard units at all times. Total Residual Chlorine 1 2 PA0060186, Sewage, Elk Meadows Homeowner Association, R. R. 1, Uniondale, PA 18470. This proposed facility is located in Herrick Township, Susquehanna County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage.
The receiving stream, unnamed tributary of Tunkhannock Creek, is in the State Water Plan watershed #4F and is classified for: CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Danville Water Authority is located on the Susquehanna River approximately 100 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .023 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 4 8 (11-1 to 4-30) 12 24 Dissolved Oxygen A minimum of 5 mg/l at all times.
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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine .3 .7 PA0064173, Sewage, Heisler's Cloverleaf Dairy, Inc., R. R. 1, Box 1169, Tamaqua, PA 18252. This proposed facility is located in Walker Township, Schuylkill County.
Description of Proposed Activity: Application for NPDES Permit to discharge treated sewage.
The receiving stream, Beaver Creek, is in the State Water Plan watershed #3A and is classified for: CWF. The nearest downstream public water supply intake for Pottstown Borough Water Authority is located on Beaver Creek approximately 45 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .0056 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total 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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine (1st Month to 24th Month) Monitor and Report Monitor and Report (25th Month to Expiration) 1.2 2.8 Oil and Grease 15 30 PA0034029, Sewage, Sand Spring Water and Sewer Co., Inc., 4101 Sand Spring Road, Schnecksville, PA 18078. This proposed facility is located in North Whitehall Township, Lehigh County.
Description of Proposed Activity: Renewal of NPDES to discharge treated sewage.
The receiving stream, unnamed tributary to Coplay Creek, is in the State Water Plan watershed #2C and is classified for: CWF, water supply, aquatic life and recreation. The nearest downstream public water supply intake for City of Allentown is located on Lehigh River approximately 8 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .035 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Instantaneous (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Dissolved Oxygen A minimum of 2 mg/l at all times.
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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine (1st Month to 24th Month) Monitor and Report Monitor and Report (25th Month to Expiration) 1.2 2.8 PA0063584, Sewage, Progressive Labels, P. O. Box 347, Tannersville, PA 18372. This proposed facility is located in Pocono Township, Monroe County.
The receiving stream, Scot Run, is in the State Water Plan watershed #1E and is classified for: HQ-CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Stroudsburg Emergency Intake is located on McMichael Creek approximately 10 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .00075 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Instantaneous (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform 200/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine Monitor and Report
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA0246620, Industrial Waste 4011, Norfolk Southern Railway Company (Rutherford Intermodal), 110 Franklin Road, S.E., Roanoke, VA 24042. This facility is located in Swatara Township, Dauphin County.
Description of activity: The application is for issuance of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, unnamed tributary of Spring Creek via storm sewer, is in Watershed 7-C and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Steelton Municipal Water Works is located on the Susquehanna River, approximately 3 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH From 6.0 to 9.0 inclusive Total Suspended Solids 30 60 75 Oil and Grease 15 30 CBOD5 Monitor and Report Chemical Oxygen Demand Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Total Iron Monitor and Report In addition to the effluent limits, the permit contains the following major special condition:
Requirements for stormwater discharges.
Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0021890, Sewage, New Holland Borough, 436 East Main Street, New Holland, PA 17557. This facility is located in Earl Township, Lancaster County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Mill Creek, is in Watershed 7-J and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Holtwood Power Plant is located on the Susquehanna River, approximately 60 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.34 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.8 3.6 (11-1 to 4-30) 5.4 10.8 Total Phosphorus 2 4 Total Residual Chlorine 0.5 1.1 Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,700/100 ml as a geometric average Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701, (570) 327 3666.PA0028681, Sewerage SIC, 4952, Kelly Township Municipal Authority, 299 River Road, Lewisburg, PA 17837-9703. This existing facility is located in Kelly Township, Union County.
Description of Proposed Activity: This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater.
The receiving stream, West Branch Susquehanna River, is in the State Water Plan watershed 10C and classified for: WWF. The nearest downstream public water supply intake for Sunbury Municipal Authority is located on the Susquehanna River 10 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 3.75 MGD.
Average Average Daily Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Copper Report Total Cl2 Residual 0.50 1.6 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
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0219053, Industrial Waste, SIC, 4212, Terminal Leasing, Inc., 9 Industry Drive, Washington, PA 15301. This application is for issuance of an NPDES permit to discharge treated stormwater from the Washington Terminal in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Little Chartiers Creek, classified as a HQ-WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the West View Municipal Water Authority, 41.17 miles below the discharge point.
Outfall 001: new discharge, design flow of 4.6 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Suspended Solids Monitor and Report Oil and Grease 15 30 The EPA waiver is in effect.
PA0021407, Sewage, Point Marion Municipal Authority, 426 Morgantown Street, Point Marion, PA 15474. This application is for renewal of an NPDES permit to discharge treated sewage from Point Marion Wastewater Treatment Plant in the Borough of Point Marion, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela River, which are classified as a WWF 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 East Dunkard Water Association.
Outfall 001: existing discharge, design flow of 0.3 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD 25 38 50 Suspended Solids 30 45 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 002--007 will serve as combined sewer overflows.
The EPA waiver is in effect.
PA0024490, Sewage, Rockwood Borough, 358 Market Street, Rockwood, PA 15557. This application is for renewal of an NPDES permit to discharge treated sewage from Rockwood Borough STP in Black Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Casselman River, which are classified as a WWF 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 Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.3 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 002, 004--007 will serve as combined sewer overflows.
The EPA waiver is in effect.
PA0039721, Sewage, Rostraver Township Sewage Authority, 202 Port Royal Road, P. O. Box 976 Municipal Building, Belle Vernon, PA 15102. This application is for renewal of an NPDES permit to discharge treated sewage from Rehoboth Valley Industrial District STP in Rostraver Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Speers Run, which are classified as a WWF 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 Charleroi Borough Authority located on the Monongahela River.
Outfall 001: existing 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) 2.2 4.4 (11-1 to 4-30) 4.5 9.0 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 .17 .4 Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0097942, Sewage, Dunlap, Inc., 1310 Pittsburgh Road, P. O. Box 2092, Uniontown, PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from Arctic Cove Restaurant Site STP in North Union Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Redstone Creek, which are classified as a WWF 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 Washington Township Municipal Authority.
Outfall 001: existing discharge, design flow of 0.001475 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.
PA0111597, Sewage, Westmont Hilltop Recreation Commission, 1000 Edgehill Drive, Johnstown, PA 15905. This application is for renewal of an NPDES permit to discharge treated sewage from Westmont Hilltop Recreation Commission STP in Upper Yoder Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary to Allwine Creek, which are classified as a HQ-CWF 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 North Fork Reservoir.
Outfall 001: existing discharge, design flow of 0.003 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus 1 2 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 .5 1.2 Dissolved Oxygen not less than 7 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0205087, Sewage, Rockwood Real Estate, Inc., R. D. 2, Box 208, Rockwood, PA 15557. This application is for renewal of an NPDES permit to discharge treated sewage from Scottyland Camping Resort STP in Middle Creek Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Lost Creek, which are classified as a HQ-CWF 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 Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.0102 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) 20,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0205516, Amendment No. 1, Sewage, Westmoreland County Industrial Park Authority, 601 Courthouse Square, Greensburg, PA 15601. This application is for amendment of an NPDES permit to discharge treated sewage from Westmoreland Business and Research Park in Upper Burrell Township, Westmoreland County.
The following effluent limitations changes are proposed for discharge to the receiving waters, known as a tributary of Pucketa Creek, which are classified as a TSF 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 Oakmont Water Authority.
Outfall 001: existing discharge location, design flow of .05 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum Copper (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) .018 .045 Zinc (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) .150 .375 Dichlorobromomethane (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) .0011 .0027 Outfall 001: expanded discharge, design flow of .10 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum Copper .018 .045 Lead .008 .020 Zinc .145 .362 Chloroform .008 .020 Dichlorobromomethane .0008 .002 The permittee proposes to extend the treatment plant outfall sewer approximately 13,000 feet to discharge treated effluent into Pucketa Creek. The following effluent limitations are proposed for discharge to the receiving waters, known as Pucketa Creek, which are classified as a TSF 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 Oakmont Water Authority.
Outfall 001: existing discharge, design flow of .05 mgd, outfall extended to Pucketa Creek.
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) 4 8 (11-1 to 4-30) 12 24 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 .35 .8 Dissolved Oxygen not less than 4 mg/l
pH not less than 6.0 nor greater than 9.0
Copper (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) .038 .095 Zinc (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) .330 .825 Outfall 001: expanded discharge, design flow of .10 mgd, outfall extended to Pucketa Creek.
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) 4 8 (11-1 to 4-30) 12 24 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 .35 .8 Dissolved Oxygen not less than 4 mg/l
pH not less than 6.0 nor greater than 9.0
Copper .024 .060 Lead .008 .020 Zinc .200 .500 Chlorodibromomethane .0006 .0015 Chloroform .088 .220 Dichlorobromomethane .009 .022 The EPA waiver is in effect.
PA0205966, Sewage, Economy Borough Municipal Authority, 2860 Conway Wallrose Road, Baden, PA 15005. This application is for renewal of an NPDES permit to discharge treated sewage from Chestnut Ridge STP in Economy Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Cooney Hollow--tributary to Big Sewickley Creek, which are classified as a TSF 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 ARCO Chemical Company BV Plant.
Outfall 001: existing discharge, design flow of 0.0165 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) 2.0 4.0 (11-1 to 4-30) 3.5 7.0 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 .07 .17 Dissolved Oxygen not less than 6 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
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