NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 912]
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 comment 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 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, 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 accommodations to participate in the proceeding should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (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 0053112. Sewage, Robert F. Childs, 31 Millitia Hill Road, Warrington, PA 18976.
This application is for renewal of an NPDES permit to discharge treated sewage from Robert F. Childs single residential sewage treatment plant in Doylestown Township, Bucks County. This is an existing discharge to unnamed tributary to Neshaminy Creek.
The receiving stream is classified for the following uses: warm water fishery, trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 16 32 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine 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 Other Conditions:
The EPA waiver is in effect.
Effective disinfection.
PA 0057932. Sewage, John Replogle, Sr., 516 Hunsicker Road, Telford, PA 18969.
This application is for issuance of an NPDES permit to discharge treated sewage from John Replogle, Sr. subdivision Lot No. 1, single residential sewage treatment plant in Haycock Township, Bucks County. This is a new discharge to unnamed tributary of Dimple Creek.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Fecal Coliform 200 colonies/100 ml as a geometric average Total Residual Chlorine monitor/report pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
Effective disinfection.
PA 0057941. Sewage, John Replogle, Sr., 516 Hunsicker Road, Telford, PA 18969.
This application is for issuance of an NPDES permit to discharge treated sewage from John Replogle, Sr., subdivision lot No. 2, single residential sewage treatment plant in Haycock Township, Bucks County. This is a new discharge to unnamed tributary of Dimple Creek.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Total Residual Chlorine monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
Effective disinfection.
PA 0057959. Sewage, John Replogle, Sr., 516 Hunsicker Road, Telford, PA 18969.
This application is for issuance of an NPDES permit to discharge treated sewage from John Replogle, Sr. subdivision Lot No. 3, single residential sewage treatment plant in Haycock Township, Bucks County. This is a new discharge to unnamed tributary of Dimple Creek.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Fecal Coliform 200 colonies/100 ml as a geometric average Total Residual Chlorine monitor/report pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
Effective disinfection.
PA 0050938 Amendment No. 1. Industrial waste, Allegro Micro Systems, W.G., Inc., 3900 Welsh Road, Willow Grove, PA 19090.
This application is for amendment of an NPDES permit to discharge untreated reject city water from reverse osmosis units from Allegro Micro Systems in Upper Moreland Township, Montgomery County. This is an existing discharge to an unnamed tributary to Pennypack Creek.
The receiving stream is classified for warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 100,000 gpd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Dissolved Solids 1,000 2,000 2,500 Total Suspended Solids 30 60 75 Oil and Grease 15 30 Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Chloroform monitor/report Dichlorobromomethane monitor/report Chlorodibromomethane monitor/report Other Conditions:
Conditions for future permit modification.
Special Test Methods for certain pollutants.
The EPA waiver is in effect.
PA 0026816. Sewage, East Norriton-Plymouth-Whitpain Joint Sewer Authority, 200 Ross Street, Norristown, PA 19401.
This application is for renewal of an NPDES permit to discharge treated sewage and stormwater from East Norriton-Plymouth-Whitpain Joint Sewer Authority wastewater treatment plant in Plymouth Township, Montgomery County. This is an existing discharge to the Schuylkill 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 8.1 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) 20 30 40 Total Residual Chlorine (issuance thru year 2) monitor/report monitor/report monitor/report (year 3 thru expiration) 0.5 1.2 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 Total Copper monitor/report Total Zinc monitor/report Total Lead monitor/report Total Silver monitor/report The proposed effluent limits for Outfall 002 (stormwater) are as follows:
Annual Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 monitor/report monitor/report Chemical Oxygen Demand monitor/report monitor/report Oil and Grease monitor/report monitor/report Total Suspended Solids monitor/report monitor/report pH monitor/report monitor/report Total Kjeldahl Nitrogen monitor/report monitor/report Total Phosphorus monitor/report monitor/report Iron (Dissolved) monitor/report monitor/report Other Conditions:
The EPA waiver is not in effect.
Conditions for future permit modification.
Implementation of industrial pre-treatment program requirements.
Effective disinfection.
The proposed limits for Stormwater Discharge from Outfall 005, 006, 007, 008, 009, 010, 011, 012, 013 and 014 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (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 Kjedahl Nitrogen monitor/report Total Phosphorus monitor/report Iron (Dissolved) monitor/report The EPA waiver is in effect.
PA 0012424. Industrial waste, Quaker Color, 201 South Hellertown Avenue, Quakertown, PA 18951.
This application is for industrial waste of an NPDES permit to discharge stormwater from the Quakertown Borough facility in Bucks County. This is an existing discharge to Beaver 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, 002, 003 and 004.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Temperature 110°F pH within limits of 6.0--9.0 standard units at all times The proposed limits for Monitoring Points MP 105, MP 106, and MP 109 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH within limits of 6.0--9.0 standard units at all times Temperature 110°F PA 0050733. Sewage, Lincoln University of the Commonwealth System of Higher Education, P. O. Box 179, 1570 Baltimore Pike, Lincoln University, PA 19352.
This application is for renewal of an NPDES permit to discharge treated sewage from sewage treatment plant in Lower Oxford Township, Chester County. This is existing discharge to McDonald Run.
The receiving stream is classified for the following uses: high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.180 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 1.3 2.6 (11-1 to 4-30) 3.9 7.8 Total Residual Chlorine 0.5 1.2 (3-5 Years) (0-2 Years) monitor/report monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 6.0 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 0026816. Sewage, East Norriton-Plymouth-Whitpain Joint Sewer Authority, 200 Ross Street, Norristown, PA 19401.
This application is for renewal of an NPDES permit to discharge treated sewage and stormwater from East Norriton-Plymouth-Whitpain Joint Sewer Authority wastewater treatment plant in Plymouth Township, Montgomery County. This is an existing discharge to the Schuylkill 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 8.1 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) 20 30 40 Total Residual Chlorine (issuance thru year 2) monitor/report monitor/report monitor/report (year 3 thru expiration) 0.5 1.2 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 Total Copper monitor/report Total Zinc monitor/report Total Lead monitor/report Total Silver monitor/report The proposed effluent limits for Outfall 002 (stormwater) are as follows:
Annual Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 monitor/report monitor/report Chemical Oxygen Demand monitor/report monitor/report Oil and Grease monitor/report monitor/report Total Suspended Solids monitor/report monitor/report pH monitor/report monitor/report Total Kjeldahl Nitrogen monitor/report monitor/report Total Phosphorus monitor/report monitor/report Iron (Dissolved) monitor/report monitor/report Other Conditions:
The EPA waiver is not in effect.
Conditions for future permit modification.
Implementation of industrial pre-treatment program requirements.
Effective disinfection.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA 0088102. SIC: 4952, Sewage, Lynwood Corporation (Gray Stone WWTP), One Spring Hill Farm Court, Hunt Valley, MD 21030.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to an unnamed tributary of South Branch Codorus Creek, in Codorus Township, York County.
The receiving stream is classified for warm water fishery, 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 the York Water Company intakes located in York, PA. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.09555 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 XXX 30 (11-1 to 4-30) 25 40 XXX 50 Total Suspended Solids 30 45 XXX 60 NH3-N (5-1 to 10-31) 2.0 XXX XXX 4.0 (11-1 to 4-30) 6.0 XXX XXX 12 Total Phosphorus 2.0 XXX XXX 4.0 Total Residual Chlorine* 0.19 XXX monitor and report 0.64 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,200/100 ml as a geometric average *If chlorine is used for disinfection
Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0046370. SIC: 3271, Industrial waste, Hastings Pavement Co., Inc., 200 North Canal Street, P. O. Box 756, Leesport, PA 19533.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Schuylkill River, in Leesport Borough, 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 Pennsylvania Water Co. 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 0.0744 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 pH 6.0 to 9.0 at all times The proposed effluent limits for Stormwater Outfalls 002 and 003 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids XXX monitor and report XXX pH XXX monitor and report XXX Total Iron XXX monitor and report XXX Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0012211. SIC: 3321, Industrial waste, Boyertown Foundry Company, Ninth and Rothermel Drive, PA Box G, New Berlinville, PA 19545-0220.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary to Swamp Creek, in Colebrookdale Township, Berks County.
The receiving stream is classified for trout stocking fishery, 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 Pennsylvania Water Company located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Monitoring Point 101 for a design flow of 0.041 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Lead 0.004 0.008 0.010 Total Copper 0.015 0.030 0.038 Total Suspended Solids 30 60 75 pH 6.0 to 9.0 at all times The proposed effluent limits for Stormwater Outfalls 001 and 003 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD XXX monitor and report XXX COD XXX monitor and report XXX Oil and Grease XXX monitor and report XXX pH XXX monitor and report XXX TSS XXX monitor and report XXX Total Lead XXX monitor and report XXX Total Aluminum XXX monitor and report XXX Total Chromium XXX monitor and report XXX Total Copper XXX monitor and report XXX Total Cadmium XXX monitor and report XXX Total Arsenic XXX monitor and report XXX Total Iron XXX monitor and report XXX Phenols XXX monitor and report XXX Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0080845. SIC: 4911, Industrial waste, Sithe Pennsylvania Holdings LLC, 450 Lexington Avenue, 37th Floor, New York, NY 10017.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Frankstown Branch, in Catherine Township, Blair County.
The receiving stream is classified for trout stocking 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 in Dauphin County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.009 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids XXX 50 XXX Total Iron XXX 3.5 XXX The proposed effluent limits for Outfall 002 are:
Stormwater requirements consisting of an annual inspection of facility and outfall.
Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0000906. Industrial waste, SIC: 8731 and 7218, Westinghouse Electric Company, LLC, Box 158, Madison Road, Madison, PA 15663.
This application is for issuance of an amended NPDES permit to discharge treated process water, sewage and untreated cooling water, stormwater from the Waltz Mill Site in Madison Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, UNT to Calleys Run, Calley Run and UNT of Sewickley Creek, 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 Midland Borough, located at Midland, Beaver County, approximately 25.3 miles downstream.
IMP 301: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD monitor and report TSS monitor and report Copper monitor and report Lead monitor and report Nickel monitor and report Zinc monitor and report Aluminum monitor and report Iron Total monitor and report Dissolved monitor and report Mercury monitor and report Total Cyanide monitor and report Free Cyanide monitor and report Phenols monitor and report Manganese monitor and report Phosphorus monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of uncontaminated groundwater infiltration and air compressor condensate. Outfall 003: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of uncontaminated stormwater runoff, uncontaminated groundwater, and on occasion tool tank testing water. Outfall 005: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of uncontaminated stormwater runoff and uncontaminated groundwater infiltration. Outfall 006: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F pH not less than 6.0 nor greater than 9.0 Outfalls 007, 010, 013, 014, 015, 022--030, 032, 034--037: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges shall consist solely of uncontaminated stormwater runoff. Outfalls 008, 009: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges shall consist solely of uncontaminated groundwater and uncontaminated stormwater runoff, and air compressor condensate. Outfall 016: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge typically shall consist of uncontaminated stormwater runoff. On occasion, the Westinghouse Plasma Center cooling tower is drained through this discharge. The EPA waiver is in effect.
PA 0205231. Industrial waste, SIC: 5093, Azcon Corporation, P. O. Box 7818, Pittsburgh, PA 15215.
This application is for renewal of an NPDES permit to discharge untreated cooling water from the Sharpsburg Plant in Sharpsburg Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters of the Allegheny 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 Shaler Water Works, located at Shaler, 1.60 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.0216 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) 110 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 002: existing discharge, design flow of 0.0216 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) 110 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 0.0216 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) 110 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge, design flow of 0.0216 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) 110 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.043 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) 110 pH not less than 6.0 nor greater than 9.0 PA 0218278. Industrial waste, SIC: 3567, Westinghouse Plasma Center, P. O. Box 410, Madison, PA 15663-0410.
This application is for issuance of an NPDES permit to discharge untreated cooling water from the Westinghouse Plasma Center in Madison Borough, Westmoreland County.
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