[31 Pa.B. 6459]
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Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA 0008281, SIC Code 4911, Industrial Waste, Sewage and Stormwater, PPL Brunner Island, LLC, Two North Ninth Street, Mail Stop GENN5, Allentown, PA 18101-1179.
This application is for renewal of an NPDES permit for existing discharges of industrial waste, treated sewage and stormwater to Susquehanna River, Hartman Run and Conewago Creek in Watershed 7-F, in East Manchester Township, York County.
The receiving streams are 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 Wrightsville Water Supply Co. located in York County. The discharge is not expected to impact the potable water supply.
There are four industrial waste discharges, one treated sewage discharge, one groundwater spring discharge and 18 stormwater discharges. The proposed effluent limitations and monitoring requirements are as follows:
Outfall 001--Once Through Cooling Water Discharge (average 621 MGD):
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Heat Rejection Rate 6,960 x 106 BTU/hr
XXX Total Residual Chlorine XXX XXX 0.2 Hourly Instream Temperature Change (°F) XXX XXX Monitor and Report Outfall 002--Industrial Waste Treatment Basin Discharge (average 1.8 MGD):
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH From 6.0 to 9.0 inclusive
Oil and grease 15 XXX 30 Total Suspended Solids XXX XXX 50 Outfall 003--Sewage Treatment Plant Discharge (design 0.032 MGD):
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH From 6.0 to 9.0 inclusive
Dissolved Oxygen Minimum of 5.0 mg/l at all times
Total Residual Chlorine 1.0 XXX 2.0 Total Suspended Solids 30 XXX 60 CBOD5 25 XXX 50 Total Phosphorus 2.0 XXX 4.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 100,000/100 ml as a geometric average
Outfall 004--Ash Basin No. 6 Polishing Pond Discharge (average 4.7 MGD):
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH From 6.0 to 9.0 inclusive
Oil and grease 15 20 30 Total Suspended Solids 30 100 XXX Outfall 005--Equalization Basin Discharge (emergency only):
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH From 6.0 to 9.0 inclusive
Oil and grease XXX 20 30 Total Suspended Solids XXX 100 XXX Outfall 006--Groundwater Spring Discharge:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH XXX Monitor and Report
XXX Total Copper XXX Monitor and Report
XXX Total Nickel XXX Monitor and Report
XXX Total Zinc XXX Monitor and Report
XXX Total Iron XXX Monitor and Report
XXX Total Arsenic XXX Monitor and Report
XXX Outfalls SW-1, SW-2, SW-8 and SW-18--Storm Water Discharges:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH XXX Monitor and Report
XXX Total Copper XXX Monitor and Report
XXX Total Nickel XXX Monitor and Report
XXX Total Zinc XXX Monitor and Report
XXX Total Iron XXX Monitor and Report
XXX Total Arsenic XXX Monitor and Report
XXX Total Suspended Solids XXX Monitor and Report
XXX Oil and grease XXX Monitor and Report
XXX Note: These outfalls are representative of the facility's 18 stormwater outfalls.
Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA 0022047, Industrial Waste 2865, Crompton Colors, Inc., P. O. Box 341, Reading, PA 19603. This facility is located in Robeson Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Schuylkill River, is in Watershed 3-C and classified for warm water fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Pottstown Water Supply is located on Schuylkill River, approximately 14 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.22 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH (S.U.) From 6.0 to 9.0 inclusive
Total Suspended Solids Monitor and Report
Monitor and Report
228 Total Dissolved Solids (7-1 to 9-30) 5,000 10,000 12,500 (10-1 to 6-30) 9,000 10,000 12,500 Color (P.C.) 600 875 875 BOD5 45 120 120 Temperature 110°F Monitor and Report
XXX Osmotic Pressure Monitor and Report
Monitor and Report
XXX NH3-N (5-1 to 10-30) 16 32 40 (11-1 to 4-30) 20 40 40 Total Copper Monitor and Report
Monitor and Report
2.50 Total Lead Monitor and Report
Monitor and Report
0.25 Total Chromium Monitor and Report
Monitor and Report
3.46 Total Nickel Monitor and Report
Monitor and Report
1.08 Total Zinc Monitor and Report
Monitor and Report
1.50 Total Cyanide Monitor and Report
Monitor and Report
1.50 2-Chlorophenol Monitor and Report
Monitor and Report
0.12 2,4-Dichlorophenol Monitor and Report
Monitor and Report
0.14 2,4-Dimethylphenol Monitor and Report
Monitor and Report
0.05 4,6-Dinitro-o-cresol Monitor and Report
Monitor and Report
0.35 2,4-Dinitrophenol Monitor and Report
Monitor and Report
0.15 2-Nitrophenol Monitor and Report
Monitor and Report
0.09 4-Nitrophenol Monitor and Report
Monitor and Report
0.16 Phenol Monitor and Report
Monitor and Report
0.03 Acrylonitrile Monitor and Report
Monitor and Report
0.30 Benzene Monitor and Report
Monitor and Report
0.17 Carbon Tetrachloride Monitor and Report
Monitor and Report
0.05 Chlorobenzene Monitor and Report
Monitor and Report
0.04 Chloroethane Monitor and Report
Monitor and Report
0.34 Chloroform Monitor and Report Monitor and Report
0.06 1,1-Dichlorethane Monitor and Report
Monitor and Report
0.07 1,2-Dichloroethane Monitor and Report
Monitor and Report
0.26 1,1-Dichloroethylene Monitor and Report
Monitor and Report
0.03 1,2-Dichloropropane Monitor and Report
Monitor and Report
0.14 1,3-Dichloroproplyene Monitor and Report
Monitor and Report
0.06 Ethylbenzene Monitor and Report
Monitor and Report
0.14 Methyl Chloride Monitor and Report
Monitor and Report
0.24 Methylene Chloride Monitor and Report
Monitor and Report
0.11 Tetrachloroethylene Monitor and Report
Monitor and Report
0.07 Toluene Monitor and Report
Monitor and Report
0.10 1,1,1-Trichloroethane Monitor and Report
Monitor and Report
0.07 1,1,2-Trichloroethane Monitor and Report
Monitor and Report
0.07 Trichloroethylene Monitor and Report
Monitor and Report
0.07 Vinyl Chloride Monitor and Report
Monitor and Report
0.34 Acenaphthene Monitor and Report
Monitor and Report
0.07 Acenaphthylene Monitor and Report
Monitor and Report
0.07 Anthracene Monitor and Report
Monitor and Report
0.07 Benzo(a)anthracene Monitor and Report
Monitor and Report
0.03 Benzo(a)pyrene Monitor and Report
Monitor and Report
0.03 3,4-Benzofluoranthene Monitor and Report
Monitor and Report
0.03 Benzo(k)fluoranthene Monitor and Report
Monitor and Report
0.03 Bis(2-Ethylhexyl)phthalate Monitor and Report
Monitor and Report
0.35 Chrysene Monitor and Report
Monitor and Report
0.03 1,2-Dichlorobenzene Monitor and Report
Monitor and Report
0.20 1,3-Dichlorobenzene Monitor and Report Monitor and Report
0.05 1,4-Dichlorobenzene Monitor and Report
Monitor and Report
0.04 Diethyl Phthalate Monitor and Report
Monitor and Report
0.25 Dimethyl Phthalate Monitor and Report
Monitor and Report
0.06 Di-n-butyl Phthalate Monitor and Report
Monitor and Report
0.07 2,4-Dinitrotoluene Monitor and Report
Monitor and Report
0.31 2,6-Dinitrotoluene Monitor and Report
Monitor and Report
0.31 Fluoranthene Monitor and Report
Monitor and Report
0.09 Fluorene Monitor and Report
Monitor and Report
0.07 Hexachlorobenzene Monitor and Report
Monitor and Report
0.005 Hexachlorobutadiene Monitor and Report
Monitor and Report
0.06 Hexachloroethane Monitor and Report
Monitor and Report
0.07 Naphthalene Monitor and Report
Monitor and Report
0.07 Nitrobenzene Monitor and Report
Monitor and Report
0.07 Phenanthrene Monitor and Report
Monitor and Report
0.07 Pyrene Monitor and Report
Monitor and Report
0.08 1,2,4-Trichlorobenzene Monitor and Report
Monitor and Report
0.18 The proposed effluent limits for Outfall 002 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) BOD5 Monitor and Report
Monitor and Report
Quarterly Chemical Oxygen Demand Monitor and Report
Monitor and Report
Quarterly Total Suspended Solids Monitor and Report
Monitor and Report
Quarterly Total Phosphorus Monitor and Report
Monitor and Report
Quarterly Total Kjeldahl Nitrogen Monitor and Report
Monitor and Report Quarterly Oil and Grease XXX Monitor and Report
Quarterly pH (S.U.) XXX Monitor and Report
Quarterly Total Copper Monitor and Report
Monitor and Report
Quarterly Dissolved Iron Monitor and Report
Monitor and Report
Quarterly Total Lead Monitor and Report
Monitor and Report
Quarterly Total Zinc Monitor and Report
Monitor and Report
Quarterly Color (P.C.) Monitor and Report
Monitor and Report
Quarterly Total Cobalt Monitor and Report
Monitor and Report
Quarterly Ethylene Glycol Monitor and Report
Monitor and Report
Quarterly Phenol Monitor and Report
Monitor and Report
Quarterly The proposed effluent limits for Outfall 003 for a design flow of 0.006 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH (S.U.) From 6.0 to 9.0 inclusive
Total Suspended Solids Monitor and Report
Monitor and Report
XXX Temperature Monitor and Report
Monitor and Report
XXX In addition to these effluent limits, this permit contains monitoring and reporting of groundwater from monitoring wells number 1, 2, 4, 5, 7, 13, 16 and well number 3.
Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PAS#144813, Industrial Waste, SIC Code 3272 and 3271, Centre Concrete Company, P. O. Box 859, State College, PA 16804-0859. This proposed permit is for an existing facility is located in College Township, Centre County.
Description of Industrial Activity: The permittee is classified as a ready-mix concrete batch plant facility.
The receiving streams, Spring Creek is in the State Water Plan watershed (9-C) and is classified for High-Quality Cold Water Fisheries. The nearest downstream public water supply intake for future assumed intake located on Bald Eagle Creek is approximately 31 river miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of which varies with storm rainfall intensity.
This permit establishes effluent limitations in the form of implemented Best Management Practices (BMPs) such as Preparedness, Prevention and Contingency Plans and Erosion and Sedimentation Control Plans which restrict the rates and quantities of pollutants discharged into surface waters of this Commonwealth.
In addition to the effluent limits, the permit contains the following major special condition: none.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0002437, Industrial Waste, SIC, 3312, Shenango, Inc., 200 Neville Road, Pittsburgh, PA 15225-1690.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Coke Division 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 Midland Borough W.A., located at 10th and Railroad Streets, Midland, PA 15059, 29.88 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.233 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 384 741 140 270 350 Oil and Grease 32 96 12 35 Ammonia Nitrogen 267 802 97 291 364 Phenols (4AAP) 4.39 13.2 1.6 4.8 0.6 Benzene 0.057 0.05 Napthalene 0.057 0.05 0.063 Benzo(a)pyrene 0.057 0.05 0.063 Cyanide 64 192 23 70 88 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
Outfall 201: existing discharge, design flow of 0.007 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) Monitor and Report
pH Not less than 6.0 nor greater than 10.5.
Outfall 301: existing discharge, design flow of 0.056 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 115 230 288 pH Not less than 6.0 nor greater than 10.5.
Outfall 001: existing discharge, design flow of 8.25 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
Temperature (°F) 110 Total Residual Chlorine 0.5 1.25 Cyanide, free 0.55 0.85 1.38 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, design flow of 8.25 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 0.5 1.25 Cyanide, free 0.28 0.56 0.70 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 PA0004057, Industrial Waste, SIC 3011, Specialty Tires of America, Inc., 1600 Washington Street, Indiana, PA 15701.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater in Indiana Borough, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Whites 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 Saltsburg Municipal Water Works, located at Box 104, 320 Point Street, Saltsburg, PA 15681, 67 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.1 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 17 34 20 40 Oil and Grease 4.2 8.4 5 10 Copper Monitor and Report
Selenium Monitor and Report
Silver Monitor and Report
Zinc Monitor and Report
Temperature (°F) Jan. 1-31 68 Feb. 1-29 69 Mar. 1-31 71 Apr. 1-15 75 Apr. 16-30 76 May 1-15 79 May 16-31 79 Jun. 1-15 83 Jun. 16-30 84 Jul. 1-31 85 Aug. 1-31 84 Sep. 1-15 83 Sep. 16-30 82 Outfall 001: existing discharge, design flow of 0.1 mgd (interim limits)--Continued
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oct. 1-15 78 Oct. 16-31 78 Nov. 1-15 75 Nov. 16-30 74 Dec. 1-31 70 pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, design flow of 0.1 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
Copper 0.009 0.023 Selenium 0.005 0.013 Silver 0.003 0.008 Zinc 0.078 0.195 Temperature (°F) Jan. 1-31 40 Feb. 1-29 40 Mar. 1-31 46 Apr. 1-15 51 Apr. 16-30 55 May 1-15 57 May 16-31 61 Jun. 1-15 65 Jun. 16-30 69 Jul. 1-31 72 Aug. 1-31 71 Sep. 1-15 67 Sep. 16-30 61 Outfall 001: existing discharge, design flow of 0.1 mgd (final limits)--Continued
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oct. 1-15 56 Oct. 16-31 52 Nov. 1-15 47 Nov. 16-30 43 Dec. 1-31 42 pH not less than 6.0 nor greater than 9.0 Outfall 004: 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 Outfall 005: 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 Outfall 006: 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
The EPA waiver is not in effect.
PA0004472, Industrial Waste, SIC, 3312, U. S. Steel, 400 State Street, Clairton, PA 15025.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Clairton Works in Clairton, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River and Peters Creek, classified as a warm water and trout stock fisheries with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Pennsylvania American Water Company, located at 410 Cooke Lane, Pittsburgh, PA 15234, 14.5 miles below the discharge point.
Outfall 001A: 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
Iron Monitor and Report
Manganese Monitor and Report
Benzo(a)pyrene Monitor and Report
Naphthalene Monitor and Report
pH Monitor and Report
The EPA waiver is not in effect.
Outfall 007: existing discharge, design flow of 0.19 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 Outfalls 009 and 010: existing emergency overflows from the coal yard sedimentation basins.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Refer to Part B.1.f.
Outfall 011: existing stormwater 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 35 70 Iron 3.5 7.0 Manganese 2.0 4.0 pH not less than 6.0 nor greater than 9.0 Outfall 022: 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
Iron Monitor and Report
Benzo(a)pyrene Monitor and Report
pH Monitor and Report
Outfall 022A: 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 pH not less than 6.0 nor greater than 9.0 Outfall 023: 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 not less than 6.0 nor greater than 9.0 Outfall 028: 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 not less than 6.0 nor greater than 9.0 Outfall 029: 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 not less than 6.0 nor greater than 9.0 Outfall 183: 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 3,803 7,345 140 270 Oil and grease 316 949 10 Ammonia-nitrogen 543 1,841 25 85 Cyanide 118 216 5.5 10 Phenols (4AAP) 1.07 2.13 0.05 0.1 Benzene 0.99 0.05 Naphthalene 0.97 0.05 Benzo(a)pyrene 0.97 0.05 Total residual chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Outfall 038: 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 Total residual chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0
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