[30 Pa.B. 5755]
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Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0000566. Industrial waste, SIC: 3351, Hussey Copper Ltd., 100 Washington Street, Leetsdale, PA 15056.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and untreated stormwater from copper manufacturing plant in Leetsdale Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River and Big Sewickley Creek, classified as warm water fisheries with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is the ARCO Chemical Company Beaver Valley Plant, located at Monaca, 14.12 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.9 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Temperature (°F) 110 Oil and Grease 15 30 Copper 0.4 0.8 pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 0.212 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report TSS 52 112 15 20 Oil and Grease 34 67 10 10 Chromium 0.15 0.38 0.15 0.37 Copper 1.1 2.0 0.61 1.28 Lead 0.35 0.63 0.13 0.28 Nickel 0.8 1.2 0.37 0.55 Zinc 0.8 1.9 0.42 1.02 pH not less than 7.5 nor greater than 10.0 Outfall 002: existing discharge
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 monitor and report pH monitor and report Outfalls 003, 004 and 005: new discharges
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These outfalls shall contain stormwater only. The EPA waiver is not in effect.
PA 0001236. Industrial waste, SIC, Cutler-Hammer, Inc., One Tuscarawas Road, Beaver, PA 15009.
This application is for renewal of an NPDES permit to discharge treated process water and untreated cooling water stormwater from the Vanport Plant in Vanport Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters of Two Mile Run and the Ohio River, classified as a warm water fisheries 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 Water Authority, located on the Ohio River, 8.0 miles below the discharge point.
Outfall 102: existing discharge to the Wastewater Treatment Plant:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Cyanide 0.65 1.20 Outfall 202: existing discharge, design flow of 0.029 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 Outfall 302: existing discharge, design flow of 0.186 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Cadmium 0.26 0.69 Chromium 1.71 2.77 Copper 2.07 3.38 Lead 0.43 0.69 Nickel 2.38 3.98 Silver 0.24 0.43 Zinc 1.48 2.61 Cyanide 0.65 1.20 TTO 2.13 Oil and Grease 3.0 60.0 Total Suspended Solids 31.0 60.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfall 002 receives wastewater from Internal Monitoring Points 102, 202 and 302. Effluent limits are imposed and monitored at each internal monitoring point.
Outfall 006: existing discharge, design flow of 0.038 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) January 1-15 55 February 1-29 56 March 1-31 85 April 1-15 96 April 16-30 102 May 1-15 93 May 16-31 110 June 1-15 110 June 16-30 110 July 1-31 106 August 1-31 104 September 1-15 97 September 16-30 91 October 1-15 86 October 16-31 80 November 1-15 73 November 16-30 62 December 1-31 53 Cadmium monitor and report Copper monitor and report Lead monitor and report Zinc monitor and report pH not less than 6.0 nor greater than 9.0 Outfalls 001, 008, 009: existing stormwater discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from these outfalls shall consist of uncontaminated
stormwater runoff only.Outfalls 003--005, 007: stormwater discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Cadmium monitor and report Copper monitor and report Lead monitor and report Zinc monitor and report The EPA waiver is not in effect.
PA 0205001. Industrial waste, SIC: 4941, Indiana County Municipal Services Authority, 827 Water Street, Indiana, PA 15701.
This application is for renewal of an NPDES permit to discharge treated process water from the West Lebanon Water Plant in Young Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, Wertz Pond, 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 the Buffalo Township Water Authority, located at Freeport, 37 miles below the discharge point.
Outfall 001: 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 monitor and report TSS 30 60 Aluminum 4 8 Iron 2 4 Manganese 1 2 TRC 0.5 1.0 pH not less than 6.0 nor greater than 9.0 s.u. Other Conditions:
The EPA waiver is in effect.
PA 0090816. Sewage, 51 Park Properties, 3101 Homestead-Duquesne Boulevard, West Mifflin, PA 15122.
This application is for renewal of an NPDES permit to discharge treated sewage from 51 Park Properties STP in Forward Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Gillespie 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: McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.06 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) 1.5 3.0 (11-1 to 4-30) 2.3 4.6 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 .02 .05 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 0098337. Sewage, Connellsville Area School District, 125 North Seventh Street, Connellsville, PA 15425.
This application is for renewal of an NPDES permit to discharge treated sewage from the Springfield Township Elementary School in Springfield Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Indian Creek, which are classified as a cold 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: North Fayette County Municipal Authority on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.003 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) 10.5 21.0 (11-1 to 4-30) 25.0 50.0 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 1.4 3.3 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 0217131. Sewage, Indiana County Municipal Services Authority, 827 Water Street, Indiana, PA 15701.
This application is for renewal of an NPDES permit to discharge treated sewage from the Rossiter STP in Canoe Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Canoe Creek, which are classified as a cold 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: Armstrong Power Station on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.098 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) 5.0 7.5 10.0 (11-1 to 4-30) 15.0 22.5 30.0 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 Dissolved Oxygen not less than 4.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, (814) 332-6942.PA 0000183. Industrial waste, SIC: 3743 and 3621, General Electric Company, 2901 East Lake Road, Erie, PA 16531.
This application is for renewal of an NPDES permit to discharge treated industrial waste and storm sewer runoff from the plant located in Lawrence Park Township, Erie County. This is an existing discharge.
The receiving water, Lake Erie, is classified for cold water fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, there are no potable water supplies (PWS) at or near the point of discharge.
Outfall 001
Effluent Concentration (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Total Suspended Solids 30 60 60 Oil and Grease 15 30 30 Dissolved Iron 7.0 7.0 Phosphorus 2.0 Total Residual Chlorine 0.2 pH between 6.0 and 9.0 standard units at all times Outfall 101--This is an internal monitoring outfall.
Effluent Concentration (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Total Suspended Solids 30 60 60 Oil and Grease 26 52 52 Copper (T) 2.07 3.38 3.38 Chrome (T) 1.71 2.77 2.77 Zinc (T) 1.48 2.61 2.61 Cadmium (T) 0.26 0.69 0.69 Lead (T) 0.43 0.69 0.69 Nickel (T) 2.38 3.98 3.98 Silver (T) 0.24 0.43 0.43 TTO N/A 2.13 2.13 Cyanide (A) 0.32 0.86 0.86 Cyanide (T) 0.65 1.20 1.20 pH between 6.0 and 10.0 standard units at all times Cyanide (A) shall be monitored at the discharge from the cyanide destruction tank.
Outfall 201--This is an internal monitoring outfall.
Effluent Concentration (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Total Suspended Solids 30 90 90 Oil and Grease 15 18 18 Dissolved Iron 7.0 7.0 Manganese (T) 4.0 4.0 pH between 6.0 and 10.0 standard units at all times Outfall 002--This is a discharge to Four Mile Creek, which is classified for WWF, MF, water supply and recreation.
Effluent Concentration (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Dissolved Iron 7.0 7.0 pH between 6.0 and 9.0 standard units at all times In addition, this discharge shall consist of stormwater runoff only and shall be controlled in accordance with the latest preparedness, prevention and contingency plan.
Outfalls 003 and 004
These are discharges of stormwater runoff to Four Mile Creek, which is classified for WWF, MF, water supply and recreation.
These discharges shall consist of stormwater runoff only and shall be controlled in accordance with the latest preparedness, prevention and contingency plan.
Outfall 006
This is a discharge to McDannel Run, which is classified as CWF and is tributary to Lake Erie.
This is a discharge of stormwater runoff only and shall be controlled in accordance with the latest preparedness, prevention and contingency plan.
Outfall 007
This is a discharge to an unnamed drainage course tributary to Lake Erie of stormwater runoff only and shall be controlled in accordance with the latest preparedness, prevention and contingency plan.
Special Conditions
Sampling and analysis procedures for TTO specified.
Effluent limitations, monitoring requirements and other standard and special conditions relating to the discharge of pollutants which are contained in Water Quality Management permits # 2576204 and # 2576205 are superseded by the terms and conditions of this permit, unless specifically noted otherwise herein.
No potable water supply will be affected by this proposed discharge.
The EPA waiver is not in effect.
PA 0104469. Sewage. Kasgro Rail Corporation, 320 East Cherry Street, New Castle, PA 16102.
This application is for renewal of an NPDES Permit, to discharge treated sewage to unnamed tributaries of Beaver River and Shenango 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 Beaver Falls Municipal Authority on the Beaver River located at 3.8 and is located 18.5 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.00400 mgd 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 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0210013. Sewage. Paul R. Goda, 72 Birchwood Drive, Transfer, PA 16154.
This application is for renewal of an NPDES Permit, to discharge treated sewage to unnamed tributary to Shenango River in Pymatuning Township, 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 Sharpsville Municipal Authority located approximately 7 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 350 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Fecal Coliform 200/100 ml as a geometric average Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0221007. Sewage. Volant Borough, P. O. Box 96, Volant, PA 16156.
This application is for renewal of an NPDES Permit to discharge treated sewage to the Unnamed Tributaries of Shenango River and Neshannock Creek in Volant Borough, Lawrence County. This is an existing discharge.
The receiving water is classified for the following uses: trout stocked 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 Municipal Authority of the Township of North Sewickley on the Beaver River located at river mile 7.6 and is located 27.0 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.03500 mgd are:
Average Weekly Instantaneous Parameter Monthly (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 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 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
Proposed NPDES Permit Renewal Actions for Minor Sewage Discharges
The following parties have applied to renew their current NPDES permits to allow the continued discharge of controlled wastewater into the surface waters of this Commonwealth. The Department of Environmental Protection (Department) has made a tentative determination to renew these permits and proposes to issue them, subject to their current permit effluent limitations, and monitoring and reporting requirements, with appropriate and necessary updated requirements to reflect new or changed regulations and other requirements. The updates may include, but will not be limited to, applicable permit conditions and/or requirements addressing combined sewer overflows (CSOs), municipal sewage sludge management and total residual chlorine control (TRC). Major changes to or deviations from the terms of the existing permit will be documented and published with the final Department actions.
The EPA, Region III, Regional Administrator has waived the right to review or object to these proposed permit actions under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permits are invited to submit a statement to the Field Operations indicated as the office responsible, within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding these applications and proposed permit actions. Comments should include the name, address, telephone number of the writer and a brief statement to inform the Field Office of the basis of the comment and the relevant facts upon which it is based. A public hearing may be held if the Field Office considers the public response significant.
Following the 30-day comment period, the Water Management Program Managers will make a final determination regarding the proposed permit action. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The permit renewal application and related documents, proposed effluent limitations and special conditions, comments received and other information are on the Department's file. The documents may be inspected at, or a copy requested from, the Field Office that has been indicated above the application notice.
Southcentral Regional Office: Water Management Program, 909 Elmerton Avenue, 2nd Floor, Harrisburg, PA 17110, (717) 705-4707.
NPDES Facility Name County and Tributary New Permit No. and Address Municipality Stream Requirements PA 0083135 Mifflin County
School Dist.
E. Derry Elem. School
103 Green Ave.
Lewistown, PA 17044Mifflin County
Derry TownshipJacks Creek TRC PA 0083852 Ferryboat Campsites Inc.
R. D. 2, Box 324
Liverpool, PA 17045Perry County
Buffalo TownshipSusquehanna River TRC
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