[31 Pa.B. 6459]
[Continued from previous Web Page] Outfall 044: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The material (solids or other debris) physically or
mechanically removed in the backwash operation shall not
be returned to the surface waters.Outfall 046: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum There shall be no net addition of pollutants at this outfall. Outfall 046A: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 046B: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 046C: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 046D: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 049A: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended solids Monitor and Report BOD5 Monitor and Report
Cadmium Monitor and Report
Oil and grease Monitor and Report
Iron Monitor and Report
Manganese Monitor and Report
Cyanide, free Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
Phenol Monitor and Report
Phosphorous Monitor and Report
Outfall 054A: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended solids Monitor and Report BOD5 Monitor and Report
Iron Monitor and Report
Manganese Monitor and Report
Cyanide, free Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
Phenol Monitor and Report
Outfall 068: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended solids Monitor and Report
BOD5 Monitor and Report
Oil and grease Monitor and Report
Iron Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
Outfall 081: existing discharge. Final limits
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 Benzo(a)pyrene 0.003 0.0075 pH not less than 6.0 nor greater than 9.0 Outfall 084: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended solids Monitor and Report
Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 085: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
Phenol Monitor and Report
Total residual chlorine Monitor and Report Outfall 085A: new discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 75 Oil and grease 15 30 Benzene 0.001 0.0025 Naphthalene 0.3 0.75 pH not less than 6.0 nor greater than 9.0 Outfall 086: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total residual chlorine Monitor and Report Benzo(a)pyrene Monitor and Report Phenol Monitor and Report Outfall 087: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron Monitor and Report
Benzo(a)pyrene Monitor and Report Outfall 088: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended solids Monitor and Report
Oil and grease Monitor and Report
Iron Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
Phenol Monitor and Report Outfall 089: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended solids Monitor and Report
Oil and grease Monitor and Report
Iron Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
pH Monitor and Report Outfalls 090 and 091: new discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended solids 30 75 Oil and grease 15 30 Benzene 0.001 0.0025 Naphthalene 0.3 0.75 pH not less than 6.0 nor greater than 9.0 Outfalls 002A, 073 and 083: existing stormwater discharges.
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 the outfalls. Outfalls 020, 020A, 030, 031 B, 031 C, 031 D, 033, 033A, 035A, 035B, 035C, 035D, 036, 037, 037A, 039, 040, 043, 045, 047A, 048, 049, 050, 051, 054B, 054C, 055, 056, 058, 060 and 061: existing discharges.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These outfalls are permitted to discharge uncontaminated steam condensate. There are at this time no specific effluent limitations on the outfalls. Outfall 035, 045A and 057: 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 miscellaneous wastewater. There are at this time no specific effluent limitations on the outfalls. PA0094510, Industrial Waste, SIC, 3312, U. S. Steel, Mon Valley Works, 13th and Braddock Avenues, Braddock, PA 15104.
This application is for Renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Edgar Thomson Plant in North Braddock Borough, Allegheny 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 PA American Water Company--Becks Run Intake, located at 410 Cooke Lane, Pittsburgh, PA 15234, 4.4 miles below the discharge point.
Outfall 005: existing discharge, design flow of 110 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 Temperature (°F) 110 Total residual chlorine 0.3 0.75 COD Monitor and Report Suspended solids Monitor and Report Iron Monitor and Report
Manganese Monitor and Report
Zinc Monitor and Report
Fluoride Monitor and Report The material (solids and other debris) physically or mechanically removed in the backwash operation shall not be returned to surface waters. pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge, design flow of 35 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 Total residual chlorine 0.5 1.25 Iron Monitor and Report Zinc Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 106: existing discharge, design flow of 0.07 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended solids 149 448 15 40 50 Ammonia-nitrogen 17 50 10 30 37 Cyanide 5 10 1 2 2.5 Phenols (4AAP) 0.17 0.33 0.1 0.2 0.25 Lead 0.50 1.51 0.25 0.75 0.94 Zinc 0.75 2.26 0.30 0.90 1.13 pH not less than 6.0 nor greater than 10.0 Outfall 008: existing discharge, design flow of 1.2 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 Total residual chlorine 0.5 1.25 Iron Monitor and Report Zinc Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 009: existing discharge, design flow of 4 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 Total residual chlorine 0.5 1.25 Suspended solids Monitor and Report Zinc 0.711 1.42 1.78 Fluoride Monitor and Report Iron Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 109: existing discharge, design flow of 0.05 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended solids 358 1,071 25 70 88 Oil and grease 3.2 10 10 30 Lead 2.25 6.74 0.30 0.90 1.13 Zinc 3.38 10.12 0.45 1.35 1.69 pH not less than 6.0 nor greater than 9.0 Outfall 209: existing discharge, design flow of 0.1 MGD
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 86 25 70 88 Oil and grease 12 37 10 30 Lead 0.37 1.10 0.30 0.90 1.13 Zinc 0.55 1.65 0.45 1.35 1.69 Fluoride Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 309 and 409: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Emergency overflows. The permittee is required to comply with the requirements of Standard Condition B.1.f. The EPA waiver is not in effect.
PA0217522, Sewage, Municipal Authority of the Borough of Smithton, P. O. Box 342, 615 Center Street, Smithton, PA 15479-0342.
This application is for renewal of an NPDES permit to discharge treated sewage from Smithton Borough Sewage Treatment Plant in Smithton Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Youghiogheny River, 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: Westmoreland County Municipal Authority--McKeesport.
Outfall 001: existing discharge, design flow of 0.066 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 3.5 5.3 7.0 (11-1 to 4-30) 10.5 15.8 21.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 3,500/100 ml as a geometric mean
Total Residual Chlorine 0.6 1.3 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0002135, Industrial Waste. Penreco, 138 Petrolia Street, Karns City, PA 16041. This proposed facility is located in Karns City Borough, Butler County.
Description of Proposed major discharge of treated industrial waste, treated stormwater and untreated stormwater, is in watershed 17-C and classified for: warm 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 Allegheny River and the Butler District, Pennsylvania American Water Company located at Emlenton, approximately 21.5 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.347 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD5 (5-1 to 10-31) 25 50 15 30 37 (11-1 to 4-30) 86 172 30 60 74 TSS 125 375 45 135 135 Oil and Grease 41.7 85 15 30 Ammonia-Nitrogen (5-1 to 10-31) 3.6 7.2 1.3 2.6 3.25 (11-1 to 4-30) 10.8 21.7 3.9 7.8 9.75 Dissolved Oxygen greater than 5.0 mg/l at all times Aluminum 1.9 2.91 0.65 1.3 1.6 Iron 5.6 11.1 2.0 4.0 5.0 Manganese 2.8 5.6 1.0 2.0 3.0 Copper 0.05 0.1 0.018 0.036 0.045 Lead 0.03 0.05 0.01 0.02 0.03 Zinc 0.16 0.42 0.058 0.15 0.15 Temperature Daily Average January 1-31 53°F February 1-29 47°F March 1-31 61°F April 1-15 80°F April 16-30 108°F May 1-15 82°F May 16-31 99°F June 1-15 85°F June 16-30 87°F July 1-31 84°F August 1-31 80°F September 1-15 74°F September 16-30 72°F October 1-15 66°F October 16-31 61°F November 1-15 65°F November 16-30 53°F December 1-31 47°F Fecal Coliform 200/100 ml Phenol 0.03 0.06 0.012 0.021 TRC 0.2 0.7 Prochem 4H2 3.2 8 Petromeen 0S-16 6.1 15.3 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 002 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX TSS XX TOC XX Ammonia as Nitrogen XX Nitrate-Nitrite Nitrogen XX Oil and Grease 15 30 Aluminum XX Iron XX Manganese XX Zinc XX pH XX The proposed effluent limits for Outfall 004 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (MGD) Flow (MGD) XX TSS 30 50 Oil and Grease 15 30 Total Iron 1.4 2.8 3.5 Manganese 1.0 2.0 2.5 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 005 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD5 XX TSS XX TOC XX Ammonia as Nitrogen XX Nitrate-Nitrite Nitrogen XX Oil and Grease 15 30 Aluminum XX Iron XX Manganese XX Copper XX Zinc XX pH XX The proposed effluent limits for Outfall 006 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX TSS XX TOC XX Ammonia as Nitrogen XX Nitrate-Nitrite Nitrogen XX Oil and Grease 15 30 Aluminum XX Iron XX Manganese XX Copper XX Zinc XX pH XX The proposed effluent limits for Outfall 007 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX TSS XX TOC XX Ammonia as Nitrogen XX Nitrate-Nitrite Nitrogen XX Oil and Grease 15 30 Aluminum XX Iron XX Manganese XX Copper XX Zinc XX pH XX The proposed effluent limits for Outfall 008 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX TSS XX TOC XX Ammonia as Nitrogen XX Nitrate-Nitrite Nitrogen XX Oil and Grease 15 30 Aluminum XX Iron XX Manganese XX Copper XX Zinc XX pH XX
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