NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[28 Pa.B. 1958]
APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
[National Pollution Discharge Elimination System Program (NPDES)]
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
(Part I Permits) The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface 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 effluent limitations and special conditions. These proposed determinations are tentative.
Where indicated, the EPA, Region III, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permit are invited to submit a statement to the office noted above the application within 30 days from the date of this public notice. Comments received 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 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 30-day comment period, the 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, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings, should contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
PA 0057363. Sewage, ARCCA Real Estate Corporation, 2288 Second Street Pike, Penns Park, PA 18943.
This application is for issuance of an NPDES permit to discharge treated sewage from a sewage treatment plant in Wrightstown Township, Bucks County. This is a new discharge to dry swale to Neshaminy 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 2,000 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine 0.5 1.3 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3.0 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 0035769. Industrial waste, Moyer Packing Company, P. O. Box 395, Souderton, PA 18964-0395.
This application is for renewal of an NPDES permit to discharge treated process wastewater and stormwater from an industrial wastewater treatment plant located in Franconia Township, Montgomery County. This is an existing discharge to Skippack Creek and unnamed tributary to Skippack 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, based on an average flow of 750,000 gallons per day are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 25 (11-1 to 4-30) 20 40 50 Suspended Solids 30 60 75 Ammonia as N (5-1 to 10-31) 1.2 2.4 3.0 (11-1 to 4-30) 3.6 7.2 9.0 Phosphorus as P (4-1 to 10-31) 0.8 1.6 2.0 Oil and Grease 15 25 30 Total Residual Chlorine (1st month to 12th month) 1.0 2.34 (13th month to 60th month) 0.024 0.094 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times Osmotic Pressure 90 milliosmoles/Kg as a maximum daily pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
Permission to discharge stormwater associated with industrial activities through Outfalls 002 and 003.
Monitoring Requirements at monitoring point 101 for stormwater from northwest of rendering facility.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (717) 826-2553.PA 0063771. Sewerage, New Milford Municipal Authority, P. O. Box 1111, New Milford, PA 18834.
This proposed action is for issuance of an NPDES permit to discharge treated sewage into Martin's Creek in New Milford Township, Susquehanna County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Danville Borough Water Authority on the Susquehanna River.
The proposed effluent limits for Outfall 001, based on a design flow of 0.250 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 25.0 50.0 Total Suspended Solids 30.0 60.0 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 pH 6.0--9.0 standard units at all times Total Residual Chlorine 1.0 2.0 The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.PA 0008265, Amendment No. 2. Industrial waste, SIC: 2611 and 2621, Appleton Papers, Inc., P. O. Box 359, Appleton, Wisconsin 54912-0359.
This application is for amendment of an NPDES permit for an existing discharge of treated industrial waste to Frankstown Branch, in Blair Township, Blair County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was United Water Company located near Harrisburg. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 4.84 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Arsenic effluent limitation is deleted Total Residual Chlorine effluent limitation is deleted Additional requirements are the submission of an annual temperature report and completion of Phase II of a Toxics Reduction Evaluation.
The EPA waiver is not in effect.
PA 0038415. Sewage, SIC: 4952, East Pennsboro Township Board of Commissioners, c/o Robert L. Gill, Manager, 98 South Enola Drive, Enola, PA 17025.
This application is for amendment of an NPDES permit for an existing discharge of treated sewage to Conodoguinet Creek, in East Pennsboro Township, Cumberland County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Steelton Municipal Waterworks located in Steelton. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 3.70 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Total Residual Chlorine 0.5 1.6 The EPA waiver is not in effect.
PA 0051781. Industrial waste, SIC: 4941, Reading Area Water Authority, 815 Washington Street, Reading, PA 19601.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Maiden Creek, in Ontelaunee Township, Berks County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Pottstown Water Supply located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.76 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30.0 60.0 75.0 pH 6.0--9.0 at all times TRC (Interim) monitor and report monitor and report (Final) 0.69 2.2 Total Aluminum 4.0 8.0 10.0 Total Manganese 1.0 2.0 2.5 Total Iron 2.0 4.0 5.0 The proposed effluent limits for Outfall 002 for a design flow of 0.26 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30.0 60.0 75.0 pH 6.0--9.0 at all times TRC (Interim) monitor and report monitor and report (Final) 0.69 2.2 Oil and Grease 15 30 The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0091685. Industrial waste, SIC: 4953, USX Corporation, 600 Grant Street, Pittsburgh, PA 15230.
This is for revocation and reissuance of an NPDES permit to discharge treated hazardous leachate, untreated residual leachate and acid mine drainage to the South Sewer Treatment Plant and untreated stormwater and leachate from Taylor Industrial Landfill in West Mifflin Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the South Sewer Treatment Plant (SSTP) at the Irvin Works and an unnamed tributary to Streets Run classified as a warm water fishery with existing and/or potential uses for 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 (PWS) considered during the evaluation is Pennsylvania American Water Company, located at 7.2 miles below the discharge point.
Outfall 103: existing discharge, design flow of 0.032 mgd discharge to Irvin Works (SSTP)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 12 15 Oil and Grease 10 10 30 Aluminum 2.71 6.11 Iron 1.5 3.0 Manganese 0.23 0.30 Cadmium 0.08 0.2 Chromium (hex) monitor and report (total) 0.15 0.37 Lead 0.13 0.28 Copper 0.61 1.28 Selenium 0.37 0.82 Beryllium 0.34 0.82 Silver 0.12 0.29 Zinc 0.42 1.02 Cyanide (total) 2.0 4.0 (free) monitor/report Phenols monitor/report Acrylonitrile monitor/report Benzo(a)Pyrene monitor/report pH not less than 6.0 nor greater than 9.0 Outfall 203: 0.25 mgd discharge to Irvin Works (SSTP)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids monitor/report Oil and Grease monitor/report Aluminum monitor/report Iron monitor/report Manganese monitor/report Cadmium monitor/report Chromium (hex) monitor/report (total) monitor/report Lead monitor/report Copper monitor/report Selenium monitor/report Beryllium monitor/report Silver monitor/report Zinc monitor/report Cyanide (total) monitor/report (free) monitor/report Phenols monitor/report Acrylonitrile monitor/report Benzo(a)Pyrene monitor/report pH not less than 6.0 nor greater than 9.0 Outfall SPN17: existing discharge, design flow of 0.02 mgd to an unnamed tributary of Streets Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30 60 Oil and Grease 15 30 Aluminum 0.5 1.0 1.25 Iron (total) 1.5 3.0 3.75 (dissolved) 0.3 0.6 0.75 Manganese 1.0 2.0 2.5 Cadmium 0.001 0.002 0.0025 Silver 0.0008 0.0016 0.002 Cyanide, free 0.005 0.01 0.0125 Lead 0.003 0.006 0.0075 Beryllium not detectable using EPA Method 210.2 Benzo(a)Pyrene 0.000004 0.000008 0.00001 Antimony 0.01 0.02 0.025 Arsenic 0.05 0.10 0.125 Chromium, hex 0.01 0.02 0.025 Copper 0.01 0.02 0.025 Mercury 0.000012 0.000024 0.00003 Selenium 0.005 0.01 0.0125 Thallium 0.002 0.004 0.005 Fluoride 1.37 2.74 3.4 Cobalt 0.02 0.04 3.4 Sulfate monitor and report TDS monitor and report Osmotic Pressure (mos/kg) 50 100 125 pH not less than 6.0 nor greater than 9.0 Outfall SPN18: existing discharge, design flow of 0.1 mgd to an unnamed tributary of Streets Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30 60 Oil and Grease 15 30 Aluminum 0.5 1.0 1.25 Iron (total) 1.5 3.0 3.75 (dissolved) 0.3 0.6 0.75 Manganese 1.0 2.0 2.5 Cadmium 0.001 0.002 0.0025 Silver 0.0008 0.0016 0.002 Cyanide, free 0.005 0.01 0.0125 Lead 0.003 0.006 0.0075 Beryllium not detectable using EPA Method 210.2 Benzo(a)Pyrene 0.000004 0.000008 0.00001 Antimony 0.01 0.02 0.025 Arsenic 0.05 0.10 0.125 Chromium, hex 0.01 0.02 0.025 Copper 0.01 0.02 0.025 Mercury 0.000012 0.000024 0.00003 Selenium 0.005 0.01 0.0125 Thallium 0.002 0.004 0.005 Fluoride 1.37 2.74 3.4 Cobalt 0.02 0.04 3.4 Sulfate monitor and report TDS monitor and report Osmotic Pressure (mos/kg) 50 100 125 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge to an unnamed tributary to Streets Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of stormwater runoff. Aluminum monitor/report Iron monitor/report Manganese monitor/report Cyanide monitor/report Zinc monitor/report Outfall 005: existing discharge to an unnamed tributary to Streets Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of stormwater runoff. Aluminum monitor/report Iron monitor/report Manganese monitor/report Cyanide monitor/report Zinc monitor/report Outfall 006: existing discharge to an unnamed tributary to Streets Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of stormwater runoff. Aluminum monitor/report Iron monitor/report Manganese monitor/report Cyanide monitor/report Zinc monitor/report The EPA waiver is in effect.
PA 0205800. Industrial waste, SIC: 4941, Southwestern Pennsylvania Water Authority, P. O. Box 1887, Jefferson, PA 15344.
This application is for renewal of an NPDES permit to discharge treated process water and untreated stormwater from Southwestern Pennsylvania Water Treatment Plant in Cumberland Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River, 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 (PWS) is Tri County Joint Municipal Authority, located 6.54 miles below the discharge point.
Internal Monitoring Point 101: existing discharge, design flow of 0.2867 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Suspended Solids 30.0 60.0 Iron 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 001: existing discharge, to the Monongahela River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall solely consist of sources monitored at Internal Monitoring Point 101 and uncontaminated stormwater runoff from plant area.
PA 0217751. Industrial waste, SIC: 4941, Borough of Sewickley Water Authority, P. O. Box 190, Sewickley, PA 15143.
This application is for issuance of an NPDES permit to discharge treated process water from water treatment plant operations in Sewickley Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, tributary of the Ohio River, 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 (PWS) is the ARCO Chemical Company, located at Monaca, 18.4 miles below the discharge point.
Outfall 001: new discharge, design flow of 0.171 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor/report TSS 30 60 Cadmium 0.001 0.002 Lead 0.003 0.006 Aluminum 0.54 1.08 Total Iron 1.6 3.2 Manganese 1.0 2.0 TRC 0.05 0.10 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0038164. Sewage, Borough of Confluence, Community Center, P. O. Box 6, Confluence, PA 15424.
This application is for renewal of an NPDES permit to discharge treated sewage from the Borough of Confluence Sewage Treatment Plant in Confluence Borough, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Youghiogheny, which are classified as a high quality 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 Ohiopyle Municipal Authority Water Works.
Outfall 001: existing discharge, design flow of .137 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 The EPA waiver is in effect.
PA 0204960. Sewage, Briselli, Incorporated, Cecil-Hendersonville Road, P. O. Box 35A, Hendersonville, PA 15339.
This application is for renewal of an NPDES permit to discharge treated sewage from Big Jim's Roadhouse STP in Cecil Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as McPherson 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 West View Municipal Authority.
Outfall 001: existing discharge, design flow of 0.002 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 20 40 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 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 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.
PA 0205176. Sewage, Consolidated Steel Services, Inc., P. O. Box 285, Cresson, PA 16630.
This application is for renewal of an NPDES permit to discharge treated sewage from Consolidated Steel Services, Inc. Sewage Treatment Plant in Reade Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Clearfield Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. There are no known downstream potable water supply intakes from this facility within 50 miles.
Outfall 001: existing discharge, design flow of 0.005 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) 30,000/100 ml as a geometric mean Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0222399, Amendment No. 1. Industrial waste, SIC: 4151, Decker Transportation, Inc., R. D. 3230, Route 957, Russel, PA 16345.
This application is an amendment of the NPDES permit, to discharge industrial waste to an unnamed tributary to Kiantone Creek in Farmington Township, Warren County. This is an existing discharge.
The receiving water is classified for the following uses: cold 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 Emlenton Water Company on the Allegheny River located at Emlenton, approximately 138 miles below point of discharge.
The proposed discharge limits for Outfall No. 001, based on a design flow of 0.0186 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Oil and Grease 15 30 CBOD5 50 100 Dissolved Oxygen minimum 3.0 mg/l at all times Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0210781. Sewage. Hamlin Township, R. D. 1, Box 185A, Kane, PA 16735.
This application is for renewal of an NPDES permit to discharge treated sewage to the Marvin Creek in Hamlin Township, McKean County. This is an existing discharge.
The receiving water is classified for the following uses: cold 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/NY State Line on the Allegheny River, approximately 30 miles below point of discharge.
The proposed effluent limits for Outfall No. 001, based on a design flow of 0.05 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml (10-1 to 4-30) 30,900/100 ml pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0005860, Amendment No. 2. Industrial waste and stormwater, SIC: 2022, Farmers Dairy Foods, Inc., Farmers Cheese Division, R. R. 1, Box 111B, New Wilmington, PA 16142.
This application is for an amendment to an NPDES permit, to discharge uncontaminated stormwater to an unnamed tributary to Buchanan Run in Wilmington Township, Lawrence County. This is a new discharge.
The receiving water is classified for the following uses: WWF, aquatic life, water supply and recreation.
The proposed discharge limits for Outfall No. 002, based on a design flow of n/a mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 XX Chemical Oxygen Demand XX Oil and Grease XX pH XX Total Suspended Solids XX Total Kjeldahl Nitrogen XX Total Phosphorous XX Fecal Coliforms XX Dissolved Iron XX The EPA waiver is in effect.
PA 0102997. Industrial waste, SIC: 3398, Advanced Heat Treating, Inc., Trout Run Road, St. Marys, PA 15857.
This application is for renewal of an NPDES permit, to discharge noncontact cooling water to an unnamed tributary to Elk Creek in St. Marys, Elk County. This is an existing discharge.
The receiving water is classified for the following uses: cold 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 PA American Water Company on the Clarion River located at Clarion.
The proposed discharge limits for Outfall No. 001, based on a design flow of 0.012 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitoring only Oil and Grease 15 30 Temperature** Daily Average January 1--31 67°F February 1--29 60°F March 1--31 64°F April 1--15 62°F April 16--30 60°F May 1--15 63°F May 16--31 67°F October 1--15 63°F October 16--31 59°F November 1--15 54°F November 16--30 56°F pH between 6--9 at all times The EPA waiver is in effect.
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