[27 Pa.B. 4921]
[Continued from previous Web Page] Outfall 012: existing discharge (2.21 mgd) to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature (°F) 110 Copper monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 013: existing discharge (1.42 mgd) to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature (°F) 110 Oil and Grease monitor and report Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 014: existing discharge (0.97 mgd) to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature (°F) 110 Total Iron monitor and report Dissolved Iron monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 015: existing discharge (1.28 mgd) to Elder Run, from permit issuance through 3 years after permit issuance.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids 281.3 655.6 30 70 87.5 Oil and Grease 93.6 281.3 10 30 30 Lead 1.4 4.2 0.15 0.45 0.56 Zinc 1.8 5.6 0.1 0.3 0.37 Cadmium monitor and report Chromium, Hex. monitor and report Copper monitor and report Lead monitor and report Mercury monitor and report Silver monitor and report Fluoride monitor and report Dissolved Iron monitor and report Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Outfall 015: existing discharge to Elder Run, 3 years after permit issuance.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids 281.3 655.6 30 70 87.5 Oil and Grease 93.6 281.3 10 30 30 Lead 1.4 4.2 0.002 0.004 0.005 Zinc 1.8 5.6 0.06 0.12 0.15 Cadmium 0.0009 0.0018 0.0022 Chromium, Hex. 0.01 0.02 0.025 Copper 0.009 0.018 0.022 Mercury 0.000012 0.000024 0.00003 Silver 0.002 0.004 0.005 Fluoride 1.3 2.6 3.25 Dissolved Iron 0.3 0.6 0.75 Total Residual Chlorine 0.03 0.06 0.075 pH not less than 6.0 nor greater than 9.0 Outfall 016: existing discharge to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall contain stormwater runoff only. Outfall 017: existing discharge to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease monitor and report Total Chromium monitor and report Chromium, Hex. monitor and report Nickel monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 946: existing discharge to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of river water intake overflow. Debris collected on the intake shall not be returned to the waterway. pH not less than 6.0 nor greater than 9.0 Outfalls 900, 901, 904, 906, 909, 912, 913, 914, 915, 916, 918, 922, 926, 927, 928, 930, 931, 932, 935, 937, 938, 940, 942, 943, 944, 945, 947--966.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These outfalls shall consist solely of uncontaminated stormwater runoff. Outfall 902: existing discharge to Kiskiminetas Run
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of water supply emergency relief valve water. pH not less than 6.0 nor greater than 9.0 standard units Outfall 906
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of water from the French drain for water valve pit. pH not less than 6.0 nor greater than 9.0 standard units Outfall 936
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of raw water pressure relief overflow. pH not less than 6.0 nor greater than 9.0 standard units The EPA waiver is not in effect.
PA 0013820. Industrial waste, SIC: 3312, Allegheny Ludlum Corporation, 100 River Road, Brackenridge, PA 15014.
This application is for renewal of an NPDES permit to discharge treated process water and untreated noncontact cooling water and stormwater from the Brackenridge facility in Brackenridge, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny County 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 are Brackenridge Water Works, located in Brackenridge, 0.2 mile below the discharge point.
Outfall 001: existing discharge, design flow of 2.78 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge to Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 103: existing discharge to Outfall 003
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 2,797 7,471 15 40 50 Oil and Grease 1,868 10 12.5 Total Residual Chlorine 0.5 1.25 Copper monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge to the Allegheny River (Permit issuance through 3 years after issued date)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 Copper monitor and report Oil and Grease monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 104: existing discharge to Outfall 004
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 1,006 2,346 30 70 87.5 Chromium 11.9 29.9 0.4 1.0 1.25 Nickel 8.9 26.9 0.3 0.9 1.13 Total Residual Chlorine 0.5 1.25 Iron monitor only Copper monitor only Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 106: existing discharge to Outfall 006. (Permit issuance through 3 years after issued date).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 125.6 376.8 50 150 187.5 Lead 0.7 2.2 0.3 0.9 1.13 Zinc 1.1 3.4 0.45 1.35 1.7 Total Residual Chlorine 0.5 1.25 Total Chromium monitor and report Chromium, Hex. monitor and report Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall is submerged. Outfall 007: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 008: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge to the Allegheny River. Three years after issued date.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 Copper 0.024 0.048 Oil and Grease monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 104: existing discharge to the Allegheny River. Three years after issued date through permit expiration.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature °F 110 Total Suspended Solids 1,006 2,346 40 70 87.5 Chromium 11.9 29.9 0.4 1.0 1.25 Nickel 8.9 26.9 0.3 0.9 1.13 Total Residual Chlorine 0.5 1.25 Iron 7.3 14.6 Copper 0.09 0.18 pH not less than 6.0 nor greater than 9.0 Outfall 106: existing discharge to the Allegheny River. Three years after permit issued through permit expiration.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 125.6 376.8 50 150 187.5 Lead 0.7 2.2 0.3 0.9 1.13 Zinc 1.1 3.4 0.45 1.35 1.7 Total Residual Chlorine 0.5 1.25 Total Chromium monitor and report Chromium, Hex. 0.4 0.8 Temperature °F 110 pH not less than 6.0 nor greater than 9.0 Outfall 900--904: existing discharges to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges consist solely of stormwater runoff. Outfall 906: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of river water intake overflow. Outfall 907: existing discharge to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of river water intake strainer overflow. Debris collected on the strainer shall not be returned to the waterway. Outfall 908 and 909: existing discharges to the Allegheny River
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges consist solely of stormwater runoff. Other Conditions: Requirement to submit a toxics reduction evaluation. At no time shall any of these discharges cause a film or sheen upon or discoloration of the waters of this Commonwealth or adjoining shoreline. All stormwater contributing to Outfalls 001--008 and Outfalls 900--905 and 908--909 shall be monitored quarterly for the following parameters:
Flow
BOD
COD
TSS
Oil and Grease
TKN
Nitrate/Nitrite
Phosphorus
Total Chromium
Nickel
Arsenic
Cadmium
Copper
Aluminum
Total Iron
Dissolved Iron
Magnesium
Molybdenum
Fluoride
Sulfate
Zinc
Lead
Manganese
pHThe EPA waiver is not in effect.
PA 0040274. Industrial waste, SIC: 3316, Allegheny Ludlum Corporation, River Road, Brackenridge, PA 15014.
This application is for renewal of an NPDES permit to discharge treated process wastewater, untreated cooling water and stormwater from the Vandergrift Facility in Vandergrift Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters of the Kiskiminetas River classified as 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 Buffalo Township Municipal Authority, located on Allegheny River, approximately 9.0 miles below the discharge point.
Internal Monitoring Point 107: existing discharge, design flow of 0.424 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Temperature 110° Chromium monitor and report Copper monitor and report Iron monitor and report Nickel monitor and report Zinc monitor and report Total Residual Chlorine monitor and report pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 207: new (0.57 mgd) discharge to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 358 834.5 30 70 87.5 Oil and Grease 15 30 Chromium 4.8 11.9 0.4 1.0 1.25 Nickel 3.6 10.7 0.3 0.9 1.13 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 007: existing discharge to Kiskiminetas River, design flow of 0.994 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist of uncontaminated stormwater runoff, the discharge from Internal Monitoring Point 107 and Internal Monitoring Point 207 and strainer backwash water from river pump house. Internal Monitoring Point 008: existing discharge to Kiskiminetas River, design flow of 3.4 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Zinc monitor and report The EPA waiver is not in effect.
PA 0217689. Industrial waste, SIC: 4941, The Municipal Authority of the Borough of West View, 210 Perry Highway, Pittsburgh, PA 15229.
This application is for issuance of an NPDES permit to discharge treated process water and untreated stormwater from the Joseph A. Berkley Water Treatment Plant in Neville Township, Allegheny 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 Robinson Township Municipal Authority, located at Robinson Township, 3.9 miles below the discharge point.
Outfall 001: existing discharge, 0.084 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30.0 60.0 Iron 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: Effluent chlorine minimization.
Outfall 002: existing discharge, 0.084 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30.0 60.0 Iron 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 Outfall 011: existing discharge, intermittent flow
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30.0 60.0 Iron 2.0 4.0 Dissolved Iron 7.0 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 Outfall 014: existing discharge, intermittent flow
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 60.0 Iron 4.0 Aluminum 8.0 Manganese 2.0 Total Residual Chlorine 1.0 pH not less than 6.0 nor greater than 9.0 Outfall 003--010, 012--013: existing discharges
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. The EPA waiver is in effect.
PA 0098434. Sewage, Pennsylvania Department of Transportation, 555 Walnut Street, Harrisburg, PA 17101-1900.
This application is for renewal of an NPDES permit to discharge treated sewage from PennDOT Welcome Center Sewage Treatment Plant in Whiteley Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Whiteley 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 Masontown Borough Water Works on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.0095 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) 1.9 3.8 (11-1 to 4-30) 2.7 5.4 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--18th month) monitor and report (19th month--expiration) 0.08 0.18 Dissolved Oxygen not less than 5.0 mg/l 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 0033146. Sewage, Countryside Convalescent Home, 8221 Lamor Road, Mercer, PA 16137.
This application is for renewal of an NPDES permit to discharge treated sewage to an Unnamed Tributary to Neshannock Creek in East Lackawannock Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: trout stocked 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 Beaver River located at Beaver Falls, approximately 45 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.0065 mgd, are:
Outfall No. 001
Interim Limits Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 3.5 7 (11-1 to 4-30) 10.5 21 Fecal Coliforms (5-1 to 9-30) 200/100 as a geometric average (10-1 to 4-30) 5,600/100 ml as a geometric average Total Residual Chlorine monitor and report Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.020 mgd, are:
Outfall No. 001
Final Limits Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 25 50 TSS 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 as a geometric average (10-1 to 4-30) 3,100/100 ml as a geometric average Total Residual Chlorine 0.1 0.3 Dissolved Oxygen minimum of 4 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
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