[27 Pa.B. 2294]
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PA 0004839. Industrial waste, SIC: 3399, Kennametal, Inc., P. O. Box 231, Latrobe, PA 15650.
This application is for renewal of an NPDES permit to discharge cooling water and stormwater from the Kingston Plant in Derry Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Loyalhanna Creek and unnamed tributary of Loyalhanna Creek, classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation.
Outfall 201: existing discharge, design flow of 0.0471 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 Suspended Solids report 60 Dissolved Solids report 1,000 Copper report 0.6 Iron, Dissolved report 7.0 Zinc report 4.0 Molybdenum monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of the wastewaters from Outfall 201 and uncontaminated stormwater runoff. Outfalls 002, 003, 004, 005: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These outfalls are permitted to discharge uncontaminated stormwater runoff from areas in and around the facility. There are at this time no specific effluent limitations on these outfalls. The EPA waiver is in effect.
PA 0006769. Industrial waste, SIC: 3273, Sheesley Supply Company, Inc., 837 Horner Street, Johnstown, PA 15902.
This application is for renewal of an NPDES permit to discharge treated process water from Sheesley Supply Company in Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Stony 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 Saltsburg Municipal Water Authority, approximately 43 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.004 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 2.6 30 60 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 002: new discharge, design flow of 0.00004 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 2.6 30 60 Oil and Grease 15 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0090948. Industrial waste, SIC: 4953, CBF, Inc., R. D. 1, Box 266, McClellandtown, PA 15458.
This application is for renewal of an NPDES permit to discharge treated leachate and stormwater from a municipal landfill in German Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, tributary of Dunlap 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 the Brownsville Water Company, located on the Monongahela River, 19 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.014 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.014 CBOD-5 Day 1.2 2.4 10 20 25 Total Suspended Solids 1.2 2.4 10 20 25 Total Dissolved Solids monitor/report Ammonia Nitrogen (5-1 to 10-31) 0.17 0.35 1.5 3.0 4.0 (11-1 to 4-30) 0.52 1.0 4.5 9.0 11.0 Fecal Coliforms 200/100 ml 1,000/100 ml 2,000/100 ml Antimony 0.005 0.009 0.040 0.080 0.100 Arsenic 0.006 0.012 0.050 0.100 0.130 Chromium 0.015 0.030 0.125 0.250 0.313 Copper 0.003 0.006 0.023 0.046 0.058 Lead 0.0008 0.0016 0.007 0.014 0.018 Mercury nondetectable Nickel 0.018 0.035 0.150 0.300 0.375 Selenium 0.001 0.002 0.012 0.024 0.030 Zinc 0.020 0.040 0.157 0.314 0.393 Total Phenols 0.004 0.008 0.034 0.068 0.085 Aluminum 0.140 0.280 1.2 2.4 3.0 Barium 0.470 0.930 4.0 8.0 10.0 Boron 0.760 1.520 6.5 13.0 16.25 Cobalt 0.006 0.012 0.050 0.100 0.125 Iron 0.175 0.350 1.5 3.0 3.75 Dissolved Iron 0.14 0.29 1.24 2.48 3.10 Manganese 0.12 0.24 1.0 2.0 2.5 1,1 Dichloroethane 0.090 0.180 0.225 Methylene Chloride 0.100 0.200 0.250 Toluene 0.050 0.100 0.125 Diethyl Phthalate 0.025 0.050 0.063 Acetone 0.110 0.220 0.275 P-Cressol 0.050 0.100 0.125 2-Hexanone 0.015 0.030 0.038 Methyl Ethyl Ketone 0.210 0.420 0.525 Methyl Isobutyl Ketone 0.015 0.030 0.038 1-Propanol 0.550 1.10 1.38 2-Propanol 0.540 1.08 1.35 Total Xylenes 0.010 0.020 0.025 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 CBOD5 monitor/report Outfall 003: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 monitor/report The EPA waiver is in effect.
PA 0093181. Industrial waste, SIC: NA, Industrial Waste, Inc., P. O. Box 406, Darlington, PA 16115.
This application is for renewal of an NPDES permit to discharge treated leachate from Darlington Waste Disposal Site in Darlington Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, State Line Creek, 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 not applicable.
Outfall 001: existing discharge, design flow of 0.24 mgd. Interim Effluent Limitations
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 9-30) 3.0 6.0 (10-1 to 4-30) 4.5 9.0 Manganese 1.0 2.0 Cadmium 0.001 0.002 Copper 0.012 0.002 Lead 0.005 0.01 Nickel 0.10 0.20 Hexavalent Chromium 0.01 0.02 Outfall 001: existing discharge, design flow of 0.24 mgd. Interim Effluent Limitations
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Phenols 0.01 0.02 Free Cyanide 0.005 0.01 Iron 1.5 3.0 Dissolved Solids 2,000 4,000 Sulfate 600 1,200 Thallium 0.01 0.02 Nitrate and Nitrite 20 40 Selenium 0.005 0.01 Zinc 0.08 0.16 Total Residual Chlorine monitor and report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 001: existing discharge, design flow of 0.24 mgd. Final Effluent Limitations
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 9-30) 3.0 6.0 (10-1 to 4-30) 4.5 9.0 Manganese 1.0 2.0 Cadmium 0.001 0.002 Copper 0.012 0.002 Lead 0.005 0.01 Nickel 0.10 0.20 Hexavalent Chromium 0.01 0.02 Outfall 001: existing discharge, design flow of 0.24 mgd. Final Effluent Limitations
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Phenols 0.01 0.02 Free Cyanide 0.005 0.01 Iron 1.5 3.0 Dissolved Solids 2,000 4,000 Sulfate 261 522 Thallium 0.01 0.02 Nitrate and Nitrite 20 40 Selenium 0.005 0.01 Zinc 0.08 0.16 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0095176. Industrial waste, SIC: 3511, Elliott Turbomachinery Company, Inc., North Fourth Street, Jeannette, PA 15644-0800.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Jeannette facility in Jeannette, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Brush Creek, classified as a trout stock fishery with existing and/or potential uses for aquatic life, water supply and recreation.
Outfall 001, 004, 007, 009, 011, 012, 013, 014, 019, 020, 021, 022, 023, 027, 028, 029, 030, 031, 032, 033, 034: new and existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These outfalls are permitted to discharge uncontaminated stormwater runoff and/or groundwater from areas in and around the facility. There are at this time no specific effluent limitations on these outfalls. Outfall 002: existing discharge, design flow of 0.0144 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 0.0953 mgd (interim limits).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Suspended Solids 31 60 Oil and Grease 15 30 Cadmium 0.0014 0.0028 Chromium 1.71 2.77 Copper 0.013 0.026 Lead 0.43 0.69 Nickel 0.187 0.374 Silver 0.24 0.43 Zinc 1.48 2.61 Cyanide 0.65 1.20 TTO 2.13 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 0.0953 mgd (final limits).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Suspended Solids 31 60 Oil and Grease 15 30 Cadmium 0.0014 0.0028 Chromium 1.71 2.77 Copper 0.013 0.026 Lead 0.0038 0.0076 Nickel 0.187 0.374 Silver 0.0031 0.0062 Zinc 0.089 0.176 Cyanide 0.65 1.20 TTO 2.13 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.001 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge, design flow of 0.0025 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 008: existing discharge, design flow of 0.0505 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 015: existing discharge, design flow of 0.0505 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 018: existing discharge.
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 6.0--9.0 Outfall 024: existing discharge, design flow of 0.0007 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 025: existing discharge.
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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 026: existing discharge, design flow of 0.0007 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 Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 035: new discharge, design flow of 0.0144 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.
PA 0095737. Industrial waste, CIS: 3317, Pittsburgh Tube Company, 2060 Pennsylvania Avenue, Monaca, PA 15061.
This application is for renewal of an NPDES permit to discharge treated cooling water and untreated stormwater from the Darlington Plant in Darlington Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary to North Fork of Little Beaver Creek, 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 the City of East Liverpool Ohio's intake on the Ohio River, over 15 miles below the discharge point.
Outfall 001: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum To consist solely of uncontaminated stormwater and emergency overflow (with internal outfall limits) of recirculating cooling water. Other Conditions: Residual waste, stormwater runoff, control floating solids, chemical additives, submission of information, notification of emergency overflow, analytical requirements, mass limit condition, temperature condition, study site for potential discharge points and report to DEP.
Outfall 101: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 0.36 0.72 10 Oil and Grease 0.12 0.30 10 Lead 0.0018 0.0054 0.03 Zinc 0.0012 0.0036 0.02 Dissolved Solids 500 1,250 Temperature (°F) 90 pH not less than 6.0 nor greater than 9.0 standard units Outfall 201: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 0.36 0.72 10 Oil and Grease 0.12 0.30 10 Lead 0.0018 0.0054 0.03 Zinc 0.0012 0.0036 0.02 Dissolved Solids 500 1,250 Temperature (°F) 90 pH not less than 6.0 nor greater than 9.0 standard units Outfall 002: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Outfall to consist solely of uncontaminated stormwater. The EPA waiver is in effect.
PA 0205214. Industrial waste, SIC: 4953, Joseph J. Brunner, Inc., R. D. 1, Zelienople, PA 16063.
This application is for issuance of an NPDES permit to discharge treated process and untreated stormwater from the Joseph J. Brunner Municipal Waste Landfill in New Sewickley Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Brush Creek and an unnamed tributary to Brush Creek, classified as warm 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 in Beaver Falls, 32.0 miles below the discharge point.
Outfall 001: new discharge, design flow of 0.011 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD 9.2 18.4 100 200 250 TSS 9.2 18.4 100 200 250 Ammonia (as N) 1.8 3.6 20 40 50 TRC 0.045 0.09 0.5 1.0 1.25 Antimony 0.041 0.083 0.45 0.9 1.125 Arsenic 0.005 0.009 0.05 0.1 0.125 Beryllium 0.0004 0.0008 0.005 0.01 0.0125 Cadmium 0.0004 0.0008 0.005 0.01 0.0125 Chromium 0.011 0.023 0.125 0.25 0.312 Copper 0.004 0.009 0.05 0.1 0.125 Lead 0.003 0.006 0.036 0.072 0.09 Nickel 0.014 0.028 0.150 0.3 0.375 Selenium 0.007 0.014 0.075 0.15 0.18 Silver 0.0009 0.0018 0.010 0.02 0.025 Thallium 0.009 0.018 0.1 0.2 0.25 Zinc 0.09 0.18 1.0 2.0 2.5 Cyanide, Total 0.0018 0.0036 0.02 0.04 0.05 Barium 0.027 0.054 0.3 0.6 0.75 Phosphorus 0.18 0.36 2.0 4.0 5.0 Boron 0.27 0.54 3.0 6.0 7.5 Cobalt 0.0014 0.009 0.05 0.1 0.125 Iron 0.32 0.64 3.5 7.0 8.75 Manganese 0.092 0.184 1.0 2.0 2.5 Tin 0.073 0.147 0.8 1.6 2.0 Aluminum 0.025 0.05 0.275 0.55 0.687 Vanadium 0.001 0.002 0.009 0.018 0.023 Benzene 0.004 0.009 0.05 0.1 0.125 Chlorobenzene 0.004 0.009 0.05 0.1 0.125 Chloroform 0.0009 0.0018 0.01 0.02 0.025 1,1 Dichloroethane 0.008 0.016 0.09 0.18 0.225 Methyl Chloride 0.009 0.018 0.1 0.2 0.25 Toluene 0.004 0.009 0.05 0.1 0.125 1,2 Trans Dichloroethylene 0.003 0.006 0.03 0.06 0.075 1,1,1 Trichloroethane 0.009 0.018 0.1 0.2 0.25 Phenol 0.004 0.009 0.05 0.1 0.125 Butylbenzylphthalate 0.0009 0.0018 0.01 0.02 0.025 2 Chloronaphthalene 0.0009 0.0018 0.01 0.02 0.025 Diethylphthalate 0.002 0.004 0.025 0.05 0.0625 Isophorone 0.004 0.009 0.05 0.1 0.125 Lindane 0.0009 0.0018 0.01 0.02 0.025 4,4 DDT 0.009 0.0018 0.01 0.02 0.025 Acetone 0.01 0.02 0.109 0.218 0.273 2-Butanone (MEK) 0.02 0.04 0.21 0.42 0.525 1,2,3 Trichloropropane 0.009 0.018 0.10 0.2 0.25 Xylenes 0.0009 0.0018 0.01 0.02 0.025 Tetrahydrofuran 0.002 0.004 0.025 0.05 0.0625 p-Cresol 0.004 0.009 0.05 0.1 0.125 2-Hexanone 0.001 0.002 0.015 0.03 0.0375 Methyl Isobutyl Ketone 0.001 0.002 0.015 0.03 0.0375 Methylene Bromide 0.0009 0.0018 0.01 0.02 0.025 Methylene Chloride 0.009 0.018 0.1 0.2 0.25 Acrylonitrile 0.04 0.08 0.1 1,1 Dichloroethylene 0.04 0.08 0.1 Vinyl Chloride 0.013 0.026 0.0325 Benzidine 0.00007 0.00014 0.000175 Benzo(a)Anthracene 0.002 0.004 0.005 Benzo(a)Pyrene 0.002 0.004 0.005 3,4 Benzofluoranthene 0.002 0.004 0.005 Benzo(k)Fluoranthene 0.002 0.004 0.005 Chrysene 0.002 0.004 0.005 Dibenzo(a,h)Anthracene 0.002 0.004 0.005 Hexachlorobenzene 0.0005 0.001 0.00125 Indeno(1,2,3,c,d)Pyrene 0.002 0.004 0.005 N Nitrosodimethylamine 0.0005 0.001 0.00125 Chlordane 0.0003 0.0006 0.0075 Dieldrin 0.00007 0.00014 0.000175 pH not less than 6.0 nor greater than 9.0 Chemical Oxygen Demand monitor and report CBOD5 monitor and report Oil and Grease monitor and report Total Suspended Solids monitor and report Total Dissolved Solids monitor and report Total Organic Carbon monitor and report Barium monitor and report Cadmium monitor and report Chromium monitor and report Lead monitor and report Mercury monitor and report Magnesium (total) monitor and report Magnesium (dissolved) monitor and report Selenium monitor and report Silver monitor and report Ammonia monitor and report Arsenic monitor and report Cyanide (total) monitor and report Nitrate-Nitrite monitor and report Iron (dissolved) monitor and report pH monitor and report Other Conditions: Control of floating materials, oil, grease, scum, effective disinfection to control disease producing organisms, total residual chlorine minimization, monitoring of untreated leachate quantity and quality, control of stormwater runoff, management of leachate discharge rates, control of leachate during low stream flow.
The EPA waiver is in effect.
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