[27 Pa.B. 2149]
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PA 0070351. Sewage, SIC: 4952, Amity Township Board of Supervisors, 120 Old Philadelphia Pike, Douglassville, PA 19518.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Schuylkill River, in Amity Township, Berks County.
The receiving stream is classified for warm water fishes, 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 Pottstown Borough located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.6 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25.0 40.0 50.0 Total Suspended Solids 30.0 45.0 60.0 NH3-N 20.0 40.0 Total Phosphorus 2.0 4.0 Total Residual Chlorine 1.0 2.0 Total Dissolved Solids 1,000.0 2,000.0 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms 200/100 ml as a geometric average A complete organic and inorganic analysis will be done annually.
The EPA waiver is not in effect.
Northwest Regional Office: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, telephone (814) 332-6942.PA 0021792. Sewage, SIC:4952, Municipal Authority of the Borough of Edinboro, 124 Meadville Street, Edinboro, PA 16412.
This application is for renewal of an NPDES permit to discharge treated sewage to Conneaut Creek in the Borough of Edinboro, Erie County. This is an existing discharge.
The receiving water is classified for trout stock fishery, 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 Franklin on French Creek, located at Franklin approximately 50 miles below the point of discharge.
The proposed effluent limits, based on average design flow of 1.2 mgd, are:
Outfall 001
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Dissolved Oxygen minimum of 5.0 mg/l at all times Total Residual Chlorine Interim 0.86 1.3 Final 0.056 0.083 Copper Interim monitor and report Final 0.019 Barium Interim monitor and report Final 1.43 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,800/100 ml as a geometric average pH 6.0--9.0 standard units at all times Included in this draft are special conditions for biomonitoring, TRE for copper and barium, and TRE for TRC.
The EPA waiver is not in effect.
PA 0028223. Sewage, Municipal Authority of the City of Corry, 100 South Center Street, Corry, PA 16407.
This application is for renewal of an NPDES permit to discharge treated sanitary sewage to Hare Creek in the City of Corry, Erie County. This is an existing discharge.
The receiving water is classified for warm water fishery, 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 the City of Franklin, located on Allegheny River, approximately 75 miles below the point of discharge.
The proposed effluent limits, based on average design flow of 4.0 mgd, are:
Outfall 001
Effluent Concentrations (mg/l) Average Average Instantaneous Parameter Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 5 7.5 10 (11-1 to 4-30) 10 15 20 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.2 2.4 (11-1 to 4-30) 3.5 7.0 Total Residual Chlorine Interim 0.7 2.2 Final 0.021 0.032 4A-4,6-Dinitro-O-Cresol Interim monitor and report Final 0.0149 0.022 0.03 IV Acrolein Interim monitor and report Final 0.0011 0.0016 0.002 2V Acrylonitrile Interim monitor and report Final 0.0001 0.00015 0.0002 Dissolved Oxygen minimum of 5.0 mg/l at all times Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,100/100 ml as a geometric mean pH 6.0--9.0 standard units at all times Included in this draft are special conditions for monitoring combined sewer overflows; WETT testing; TRE for 4,6-Dinitro-O-Cresol, Acrolein and Acrylonitrile; and TRE for TRC.
The EPA waiver is not in effect.
PA 0222275. Sewage, Paul Diroll, Dear, Incorporated, 12430 East Lake Road, North East, PA 16428.
This application is for issuance of a sewage NPDES permit to discharge treated sewage from Lakeview Estates to an unnamed tributary of Lake Erie in North East Township, Erie County. This is a new discharge.
The receiving water is classified for cold water and migratory fishery, aquatic life, water supply and recreation. There is no potable water supply affected by this discharge.
The proposed effluent limits, based on average design flow of 0.0052 mgd, are:
Outfall 001
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum Flow monitor only CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus as ''P'' 1.0 2.0 Dissolved Oxygen minimum of 3.0 mg/l at all times Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0002429. Industrial waste, SIC: 3312. Caparo Steel Company, Inc., 15 Roemer Boulevard, Farrell, PA 16121.
This application is for renewal of an NPDES Permit to discharge treated industrial waste, noncontact cooling water and stormwater to Shenango River in the City of Farrell, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: 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 PA-American Water Co. on the Shenango River located at New Castle, approximately 16 miles below point of discharge.
The proposed discharge limits, based on a design flow of .165 mgd, are:
Outfall No. 203
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids monitor and report 38 Oil and Grease 15 monitor and report 30 Iron monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of .165 mgd, are:
Outfall No. 003
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Oil and Grease 15 monitor and report 30 Aluminum monitor and report Iron 1.7 3.4 4.3 Zinc .5 1.08 1.2 Temperature** pH 6.0--9.0 at all times **Refer to Special Conditions B and E in Part C.
The proposed discharge limits, based on a design flow of .259 mgd, are:
Outfall No. 104 (Formerly Perox 001)
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids 65 130 165 Oil and Grease 15 30 Lead .6 1.2 1.5 Zinc monitor and report monitor and report .6 Copper .4 .8 1.0 Iron 1.5 3.0 3.75 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 5.04 mgd, are:
Outfall No. 204
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids Oil and Grease monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of .56 mgd, are:
Outfall No. 404
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids monitor and report monitor and report 18 Lead monitor and report monitor and report .1 Zinc monitor and report monitor and report .16 Iron monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 1.3 mgd, are:
Outfall No. 504
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids (Interim) Total Suspended Solids (Final)** monitor and report monitor and report 309 Oil and Grease (Interim) Oil and Grease (Final)** monitor and report 30 pH 6.0--9.0 at all times **-Refer to Special Condition C in Part C.
The proposed discharge limits, based on a design flow of .072 mgd, are:
Outfall No. 604
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids monitor and report monitor and report 71 Oil and Grease monitor and report monitor and report 27 Iron monitor and report Lead monitor and report monitor and report .25 Zinc monitor and report monitor and report .17 Napthalene monitor and report monitor and report Tetrachloroethylene monitor and report monitor and report Nickel monitor and report monitor and report .54 Chromium monitor and report monitor and report .7 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of .158 mgd, are:
Outfall No. 704
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Lead monitor and report monitor and report .36 Zinc monitor and report monitor and report .53 Total Suspended Solids monitor and report monitor and report 28 Oil and Grease monitor and report monitor and report 11.4 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 12.94 mgd, are:
Outfall No. 004
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Oil and Grease 15 30 Iron (Interim) 4.0 Iron (Final)** 1.7 3.4 4.3 Aluminum (Interim) monitor and report Aluminum (Final)** .8 1.6 2.0 Cadmium (Interim) monitor and report Cadmium (Final)**** .0035 .1 .125 Silver (Interim) monitor and report Silver (Final)** .003 .009 .01 Copper (Interim) .04 .08 .1 Copper (Final)**** .017 .046 .057 Lead (Interim) .08 .16 .2 Lead (Final)** .009 .034 .04 Temperature (Interim)*** Temperature (Final)** Hexavalent Chromium .01 .02 .025 Zinc .15 .3 .375 pH 6.0--9.0 at all times **Refer to Special Condition C in Part C.
***Refer to Special Conditions B, C and E in Part C.
****Refer to Special Condition J in Part C.
The proposed discharge limits, based on a design flow of .288 mgd, are:
Outfall No. 205
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids monitor and report monitor and report monitor and report Oil and Grease monitor and report monitor and report monitor and report Iron monitor and report Lead monitor and report monitor and report monitor and report Zinc monitor and report monitor and report monitor and report Hexavalent Chromium monitor and report monitor and report monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of .576 mgd, are:
Outfall No. 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Aluminum monitor and report Iron 1.7 3.4 4.25 Lead .17 .34 .43 Zinc .4 .8 1.0 Oil and Grease 15 30 Temperature** pH 6.0--9.0 at all times **Refer to Special Conditions B and E in Part C.
The EPA waiver is not in effect.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, telephone (717) 327-3670.PA 0115100. Sewerage, SIC: 4952, George and Betty Dear, R. R. 2, Box 174, Tioga, PA 16946.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Mutton Lane Creek in Lawrence Township, Tioga County.
The receiving stream is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is assumed to the New York-Pennsylvania border.
Outfall 001
The proposed effluent limits, based on a design flow of 0.00665 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Cl2 Residual 2.0 4.7 Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0111716. SIC: 4952, Clyde E. Yohey, 560 Montour Boulevard, Bloomsburg, PA 17815.
This proposed action is for renewal of an NPDES permit for a discharge of treated sewage to the North Branch Susquehanna River in Main Township, Columbia County.
The receiving stream is classified for the following uses: warm water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the downstream potable water supply (PWS) considered during the evaluation is the Danville Borough located approximately 15 miles below the discharge.
Outfall 001: The proposed effluent limits, based on a design flow of 0.035 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Chlorine Residual 1.0 2.3 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 s.u. at all times The EPA waiver is in effect.
PA 0115151. Sewerage, SIC: 4952, Borough of Montoursville, 12 North Washington Street, P. O. Box 266, Montoursville, PA 17754.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Old Mill Creek in Montoursville Borough, Lycoming County.
The receiving stream is classified for the following uses: trout stock fishery, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located at Milton.
Outfall 001
The proposed effluent limits, based on a design flow of 0.027 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 25 30 (11-1 to 4-30) 25 40 50 TSS (5-1 to 10-31) 15 25 30 (11-1 to 4-30) 30 45 60 Ammonia-N (5-1 to 10-31) 2 3 4 (11-1 to 4-30) 6 9 12 Total Cl2 Residual report Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0043893. Sewerage, SIC: 4952, Western Clinton County Municipal Authority, Box 363, Renovo, PA 17764.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to west branch Susquehanna River in Renovo Borough, Clinton County.
The receiving stream is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located at Milton.
Outfall 001
The proposed effluent limits, based on a design flow of 0.9 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual 1.0 2.3 Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0114057. Sewerage, SIC: 4952, White Deer Realty, Inc., 25 Kilmer Avenue, Kilmer Professional Park Building 3, Morganville, NJ 07751.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to White Deer Hole Creek in Gregg Township, Union County.
The receiving stream is classified for the following uses: TSF, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located at Milton.
Outfall 001
The proposed effluent limits, based on a design flow of 0.025 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Cl2 Residual 1.0 2.3 Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, telephone (412) 442-4000.PA 0000370. Industrial waste, SIC: 4941, Latrobe Municipal Authority, P. O. Box 88, Latrobe, PA 15650.
This application is for renewal of an NPDES permit to discharge treated process water from the Kingston Filtration Plant in Derry Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Loyalhanna 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 Works, located at Saltsburg, PA over 29 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.25 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 0.5 1.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH 6.0--9.0 Other Conditions: Residual waste, no floating solids, chemical additives, submission of data, 3 years compliance period for TRC, sampling requirement for basin drainage.
The EPA waiver is in effect.
PA 0001406. Industrial waste, SIC: 3312, Braeburn Alloy Steel, Division of CCX, Inc., 101 Braeburn Road, Lower Burrell, PA 15068.
This application is for renewal of an NPDES permit to discharge treated process water, sewage, and cooling water and untreated cooling water and stormwater from the Braeburn Plant in the City of Lower Burrell, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny 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 Clearview Water Supply Company, located at Natrona Heights, PA, less than 1 mile from the discharge point.
Outfall 001: existing discharge, design flow of 0.634.
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 Suspended Solids 30 60 Oil and Grease 15 30 pH (s.u.) not less than 6.0 nor greater than 9.0 Other Conditions: No net addition of pollutants to cooling water, thermal conditions for cooling water, chemical additive, solids disposal, sewage sludge report, 3-year TRC compliance period/TRC minimization/effective disinfection, no floating solids, mass and IMAX limits, percent removal and stormwater conditions.
Outfall 101: existing discharge, design flow of 0.317 mgd.
Mass (lb/batch discharge) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 11.5 40 50 Oil and Grease 3.0 10 13 pH (s.u.) 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 Outfall to consist solely of uncontaminated stormwater Outfall 003: existing discharge, design flow of 0.230 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 Suspended Solids 30 60 Oil and Grease 15 30 pH (s.u.) not less than 6.0 nor greater than 9.0 Outfall 004: 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) 0.001 CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliforms (col./100 ml) (5-1 to 9-30) 200 1,000 (10-1 to 4-30) 2,000 Total Residual Chlorine 1.4 3.3 pH (s.u.) not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.013 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110 Oil and Grease monitor and report Total Suspended Solids monitor and report Flow (mgd) monitor and report pH (s.u.) not less than 6.0 nor greater than 9.0 Outfall 012: existing discharge, design flow of 0.052 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Oil and Grease 15 30 Total Suspended Solids monitor and report The EPA waiver is in effect.
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