[27 Pa.B. 4753]
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PA 0036593. Sewage. Commonwealth of Pennsylvania, Department of Corrections, R. D. 1, Box 67, Waynesburg, PA 15370.
This application is for renewal of an NPDES permit to discharge treated sewage from State Correctional Institute in Morgan Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as tributary South Fork Tenmile 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 Tri County Joint Water Authority.
Outfall 001: existing discharge, design flow of .062 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) 3 6 (11-1 to 4-30) 9 18 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--24th month monitor and report 25th month--expiration 1.4 3.3 Dissolved Oxygen not less than 5 mg/l pH not less than 6.0 nor greater than 9.0 Outfall 001: expanded discharge, design flow of 0.150 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) 3 6 (11-1 to 4-30) 9 18 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 0.5 1.6 Dissolved Oxygen not less than 4 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0090131. Sewage, Samuel Bottone, R. D. 1, Lot 6, Beryl Acres, Scenery Hill, PA 15360.
This application is for renewal of an NPDES permit to discharge treated sewage from the Beryl Acres STP in North Bethlehem Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary South Branch Pigeon 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 Ellsworth Municipal Water Works.
Outfall 001: existing discharge, design flow of .011 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 3.8 7.6 (11-1 to 4-30) 11.4 22.8 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 4,000/100 ml as a geometric mean Total Residual Chlorine 1st month--36th month monitor and report 37th month--expiration .63 1.47 Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0090913. Sewage, Independence Township, P. O. Box 156, Avella, PA 15312.
This application is for renewal of an NPDES permit to discharge treated sewage from the P&W Patch Sewage Treatment Plant in Independence Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Cross 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 City of Wheeling on the Ohio River.
Outfall 001: existing discharge, design flow of .024 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 4.0 6.0 8.0 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--36th month monitor and report 37th month--expiration .08 .19 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.
PA 0095044. Sewage, Northgate Townhouses Condominium Association, 380Z Northgate Drive, Apollo, PA 15613.
This application is for renewal of an NPDES permit to discharge treated sewage from the Northgate Townhouses Sewage Treatment Plant in Washington Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an Unnamed Tributary of Pine Run, 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 Freeport Water Company.
Outfall 001: existing discharge, design flow of .0042 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.2 6.4 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--36th month monitor and report 37th month--expiration .038 .088 Dissloved 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.
PA 0098094. Sewage, Mark Gruber, P. O. Box 500, Clinton, PA 15026.
This application is for renewal of an NPDES permit to discharge treated sewage from the Pittsburgh Airport Park Sewage Treatment Plant in Independence Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Raccoon 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 Midland Borough Water Works.
Outfall 001: existing discharge, design flow of .0125 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 100,000/100 ml as a geometric mean Total Residual Chlorine 1st month--36th month monitor and report 37th month--expiration 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0204455. Sewage, Orchard Estates MHP LLC, c/o The Carlyle Group, Inc., 9073 Nemo Street, Los Angeles, CA 90069.
This application is for renewal of an NPDES permit to discharge treated sewage from The Orchard Estates Mobile Home Park STP in Economy Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Big Sewickley Creek, which are classified as a trout stocked 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 Midland Borough Water Authority.
Outfall 001: existing discharge, design flow of .02 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 5.0 10.0 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--36th month monitor and report 37th month--expiration .13 .31 Dissolved Oxygen not less than 6.0 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 0102679. Sewage, Runamuck Camping Area, 8896 US Highway 6, Conneaut Lake, PA 16316.
This application is for a renewal of an NPDES permit to discharge treated sewage to the Unnamed Tributary to Conneaut Lake in Sadsbury Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: high quality, 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 City of Franklin's intake on French Creek located at Franklin, approximately 30 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.008 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 10 20 Ammonia-Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 12 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 Total Residual Chlorine 1.5 3.5 Dissolved Oxygen minimum of 5 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0026697--Amendment No. 1. Sewage, Butler Area Sewer Authority, 100 Littman Road, Butler, PA 16001-3256.
This application is for an amendment of an NPDES permit to discharge treated sewage to Connoquenessing Creek in Butler Township, Butler 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 the Zelienople Water Works intake on Connoquenessing Creek located at Zelienople, approximately 21 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 10.0 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) (WQ-93) Total Residual Chlorine 0.33 1.1 Delete all permit requirements pertaining to Copper and Dichlorobromomethane based on the Department's review of the facility's Toxics Reduction Evaluation Report.
The EPA waiver is not in effect.
PA 0024856. Sewage, Taylor Township Sewer Authority, P. O. Box 489, West Pittsburgh, PA 16160-0489.
This application is for a renewal of an NPDES permit to discharge treated sewage to the Beaver River in Taylor Township, Lawrence 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 the Municipal Authority of the Township of North Sewickley intake on the Beaver River located in North Sewickley Township, Beaver County, approximately 11 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.2 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 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 Total Residual Chlorine 0.5 1.6 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0025291. Sewage, Southwest Warren County Municipal Authority, 174 Main Street, P. O. Box 132, Tidioute, PA 16351.
This application is for renewal of an NPDES permit to discharge treated sewage to the Allegheny in Tidioute Borough, Warren 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 the Emlenton Water Company on the Allegheny River located at River Mile 90 in Emlenton which is 76.65 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.250000, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 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 Total Residual Chlorine 0.8 2.6 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0035505. Sewage, Faith Builders Educational Programs, P. O. Box 127, Guys Mills, PA 16327.
This application is for renewal of an NPDES permit to discharge treated sewage to the Unnamed Tributary to Woodcock Creek in Randolph Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: high quality cold 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 City of Franklin on French Creek located at River Mile 2.17 which is 54.76 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.018000 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 28,000/100 ml as a geometric average Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0103781. Industrial waste, SIC: 3317, Sharon Tube Company, 134 Mill Street, Sharon, PA 16146.
This application is for renewal of an NPDES permit, to discharge treated industrial waste, noncontact cooling water and stormwater to the Shenango River in Sharon, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: 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 considered during the evaluation is the W. PA Water Company on the Shenango River located at New Castle, approximately 24 miles below point of discharge.
The proposed discharge limits, based on a design flow of N/A mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Zinc monitor and report Iron monitor and report Oil and Grease monitor and report The proposed discharge limits, based on a design flow of 0.8822 mgd, are:
Outfall No. 002
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Oil and Grease 15 30 Iron (Interim) monitor and report (Final)* 1.7 4.3 Lead monitor and report Zinc monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.2962 mgd, are:
Suboutfall No. 302
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report TSS monitor and report Oil and Grease monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.3187 mgd, are:
Suboutfall No. 402
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report TSS monitor and report Oil and Grease monitor and report Lead monitor and report Zinc monitor and report pH 6.0--9.0 at all times 1. Final water quality based effluent based limitation for Iron (Total).
2. Requirement to submit a Toxic Reduction Evaluation.
3. Conditions for future permit modification.
4. Procedures for granting time extensions to achieve final water quality based effluent limitations.
5. Procedures for demonstrating alternative site-specific bioassay based effluent limitations.
6. Procedures for demonstrating alternative method detection limits.
The EPA waiver is in effect.
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