[27 Pa.B. 2149]
[Continued from previous Web Page] PA 0034665. Industrial waste, SIC: 3316, Beaver Valley Heat Treating, Inc., 1585 Beaver Avenue, Monaca, PA 15061.
This application is for renewal of an NPDES permit to discharge treated process water and stormwater from pickling operations in Monaca Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, 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 Midland Borough Municipal Authority, located at Midland Borough, 6 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.0011 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report TSS 1.81 4.21 87 Lead 0.009 0.027 0.56 Zinc 0.012 0.036 0.38 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0035246. Industrial waste, SIC: 4941, Municipal Authority of Westmoreland County, P. O. Box 730, Greensburg, PA 15601.
This application is for renewal of an NPDES permit to discharge treated process water from the Indian Creek Water Filtration Plant in Dunbar Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, Youghiogheny River, classified as a high quality cold 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 McKeesport Municipal Water Authority, located at McKeesport, PA, over 30 miles below the discharge point.
Outfall 001: existing discharge, design flow of 1.4 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 30 60 Iron, Total 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Other Conditions: Residual waste, no floating solids, chemical additives, submission of data, three years compliance period for TRC, Part II effluent limits superseded by this permit.
The EPA waiver is in effect.
PA 0090379. Industrial waste, SIC: 4941, Indiana County Municipal Services Authority, P. O. Box 351, Indiana, PA 15701.
This application is for renewal of an NPDES permit to discharge treated process water from the Jacksonville Water Treatment Plant in Black Lick Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, Unnamed Tributary to Aultman's Run, classified as a trout stocked 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 Saltsburg Municipal Water Works, located at Saltsburg, PA, over 15 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.006 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.020 Maximum Controlled Rate (13.9 gpm) Total Suspended Solids 30 60 Iron (Total) 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 Total Dissolved Solids monitor and report pH not less than 6.0 nor greater than 9.0 Other Conditions: Residual waste, no floating solids, chemical additives, submission of data, 3 years compliance period for TRC and flow control, and dilution prohibition.
The EPA waiver is in effect.
PA 0090395. Industrial waste, SIC: 4941, Indiana County Municipal Services Authority, P. O. Box 351, Indiana, PA 15701.
This application is for renewal of an NPDES permit to discharge treated process water from the Iselin Water Treatment Plant in Young Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, Harpers Run, classified as a cold 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 Buffalo Township Municipal Authority--Freeport Plant located at Freeport, PA, over 25 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.002 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.010 maximum controlled rate (6.9 gpm) Total Suspended Solids 30 60 Iron, Total 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 Total Dissolved Solids monitor and report pH not less than 6.0 nor greater than 9.0 Other Conditions: Residual waste, no floating solids, chemical additives, submission of data, 3 years compliance period for TRC and flow control, and dilution prohibition.
The EPA waiver is in effect.
PA 0091685. Industrial waste, SIC: 4953, USX Corporation, 600 Grant Street, Pittsburgh, PA 15230.
This application is for renewal 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 West Penn Water, 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/report Chromium, 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 Cyanide, 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 Chromium, 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 Cyanide, 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 002: North Taylor 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 Total Suspended Solids 30 60 Oil and Grease 15 30 Aluminum 2.0 4.0 5.0 Iron 3.5 7.0 8.75 Manganese 3.2 6.4 8.0 Cadmium 0.028 0.056 0.07 Silver 0.0008 0.0016 0.002 Cyanide, free 0.02 0.04 0.05 Lead 0.15 0.3 0.4 Beryllium not detectable using EPA method 210.2 Benzo(a)(Pyrene) 0.00005 0.0001 0.000125 pH not less than 6.0 nor greater than 9.0 Outfall SPN17 and SPN18: 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 Total Suspended Solids monitor/report Oil and Grease monitor/report Aluminum 2.71 6.11 Iron 1.5 3.0 Manganese 0.23 0.30 Cadmium 0.08 0.2 Silver 0.12 0.29 Cyanide, free monitor and report Lead Beryllium Benzo(a)(Pyrene) monitor/report 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 0098124. Industrial waste, SIC: 4911, Duquesne Light Company, 411 Seventh Avenue, P. O. Box 1930, Pittsburgh, PA 15230-1930.
This application is for renewal of an NPDES permit to discharge treated leachate and stormwater from the Elrama Ash Disposal Site in Union Township, Washington 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.
Outfall 001: existing discharge, design flow of 0.01 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 60 Boron 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge, design flow of 0.000117 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 60 Boron 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 003: new discharge, design flow of 0.0012 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Arsenic monitor/report Boron monitor/report Molybdenum monitor/report Selenium monitor/report Zinc monitor/report pH not less than 6.0 nor greater than 9.0 Outfall 004: new discharge, design flow of 0.00035 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Arsenic monitor/report Boron monitor/report Molybdenum monitor/report Selenium monitor/report Zinc monitor/report pH not less than 6.0 nor greater than 9.0 Outfall 005: new discharge, design flow of 0.0022 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Fecal Coliform monitor/report Arsenic monitor/report Boron monitor/report Molybdenum monitor/report Selenium monitor/report Zinc monitor/report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0110655. Industrial waste, SIC: 3312, FirstMiss Steel, Inc., P. O. Box 509, Hollsopple, PA 15935-0509.
This application is for renewal of an NPDES permit to discharge cooling water and stormwater from the Stony Creek Mill in Quemahoning Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, Stony Creek, classified as a trout stock fishery with existing and/or potential uses for aquatic life, water supply and recreation.
Outfall 002: existing discharge, design flow of 0.75 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): (2-15 to 7-31) 76 (8-1 to 2-14) 81 pH not less than 6.0 nor greater than 9.0 Other Conditions: Pollution Reduction Report and additional monitoring for oil and grease.
The EPA waiver is in effect.
PA 0204528. Industrial waste, SIC: 4941, Vanport Township Municipal Authority, 285 River Avenue, Vanport, PA 15009.
This application is for renewal of an NPDES permit to discharge treated process water and untreated stormwater from the Vanport Water Treatment Plant in Vanport Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, 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 Midland Borough Water Authority, located at Midland, PA, about 5 miles below the discharge point.
Outfall 001: existing discharge, design flow of 2 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) monitor and report Trichloroethylene (TCE) 0.010 0.020 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Other Conditions: Stormwater runoff, no floating solids, chemical additives, submission of data, notification of emergency overflow.
The EPA waiver is in effect.
PA 0205834. Industrial waste, SIC: 3317, PMAC, Ltd., 4th Avenue near 39th Street, West Mayfield, Beaver Falls, PA 15010.
This application is for issuance of an NPDES permit to discharge treated process water, untreated cooling water and stormwater from PMAC, Ltd. in West Mayfield, Beaver Falls, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Wallace Run, Walnut Bottom Run and the Beaver Run, classified as a warm water fisheries with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Beaver Falls Municipal Authority, located at 0.75 mile below the discharge point.
Outfall 001: new 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 from the Number 1 and 2 mills, the hot finish machine shop, the hot finish department and the cold draw department plant areas. Internal Monitoring Point 102: new discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Chromium 0.37 0.94 0.4 1.0 1.25 Nickel 0.27 0.84 0.3 0.9 1.13 Zinc 0.0006 0.0018 0.1 0.3 0.4 Napthalene 0.0006 0.1 0.13 Tetrachloroethylene 0.0009 0.15 0.19 Total Suspended Solids 35.4 82.9 30 60 75 Oil and Grease 11.8 36.7 10 30 pH not less than 6.0 nor greater than 9.0 Outfall 002: new discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F This discharge shall consist solely of those sources previously monitored at internal monitoring point 102, noncontact cooling water from the hot finish department (sump pump lube and hot finish APF furnace), and uncontaminated stormwater runoff. pH not less than 6.0 nor greater than 9.0 Outfall 003: new 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. pH not less than 6.0 nor greater than 9.0 The EPA waver is in effect.
PA 0097411. Sewage, Glendale School District, 1466 Beaver Valley Road, Flinton, PA 16640-8900.
This application is for renewal of an NPDES permit to discharge treated sewage from Glendale High School STP in White Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Tributary of Dutch 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 Pennsylvania American Water Company.
Outfall 001: existing discharge, design flow of .010 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum COBD-5 Day 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 6.0 12.0 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 1st month--36th month monitor and report 37th--expiration .15 .35 Dissolved Oxygen not less than 6 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA 0098761. Sewage, NWL, Inc., P. O. Box 188, Farmington, PA 15437.
This application is for renewal of an NPDES permit to discharge treated sewage from the Nemacolin Woodlands Sewage Treatment Plant in Wharton Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Deadman Run, 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 North Fayette County Municipal Authority.
Outfall 001: expanded discharge, design flow to be increased from 0.14 to 0.5 mgd. The effluent limitations below pertain to a 0.5 mgd discharge flow.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD-5 Day 10 15 20 Suspended Solids 10 15 20 Ammonia Nitrogen (5-1 to 10-31) 1.5 2.3 3.0 (11-1 to 4-30) 2.5 3.8 5.0 Phosphorus 1.0 1.5 2.0 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 Nitrite--Nitrate 10 15 20 Dissolved Oxygen not less than 7.0 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions: Ultraviolet disinfection to be used in lieu of chlorine to treat fecal coliforms.
The EPA waver is in effect.
PA 0204200. Sewage, Joseph T., Jr. and Michelle A. Naviglia, 1743 Wildlife Lodge Road, Lower Burrell, PA 15068.
This application is for renewal of an NPDES permit to discharge treated sewage from the Naviglia Single Residence Sewage Treatment Plant in the City of Lower Burrell, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Little Pucketa Creek, which are classified as a trout stock 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 Oakmont Borough Municipal Authority 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 CBOD-5 Day 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) 100,000/100 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.
APPLICATIONS--NPDES MINOR RENEWALS
Southcentral Regional Office: Water Management Program, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.
Facility Name County and New Permit NPDES No. and Address Municipality Tributary Stream Requirements PA0080268 Regency Woods MHP
1104 Fernwood Ave.
Camp Hill, PA 17011Cumberland
Middlesex Twp.UNT to Conodoguinet TRC PA0084565 E. Prospect Borough
P. O. Box 203
E. Prospect, PA 17317York
L. Windsor TownshipCabin Creek TRC
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
