NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[29 Pa.B. 4566]
APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
[National Pollution Discharge Elimination System Program (NPDES)]
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
(Part I Permits) The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.
Where indicated, the EPA, Region III, Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permit are invited to submit a statement to the office noted above the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the responsible office considers the public response significant.
Following the 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. 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 application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceeding should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
PA 0051420. Industrial waste, Petron Oil Corporation, One Ward Street, Chester, PA 19016.
This application is for renewal of an NPDES permit to discharge stormwater from Petron Oil Corporation (Chester Terminal) in the City of Chester, Delaware County. This is an existing discharge to Delaware River (Zone 4).
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Recoverable Petroleum Hydrocarbons monitor/report Other Requirements:
1. DMR to PADEP and DRBC
2. Ownership Transfer
3. Product Contaminated Stormwater Runoff
4. Monitoring and Reporting
5. PPC Plan Requirements
6. Other Wastewaters
7. Definitions
8. TMDL/WLA Analysis
The EPA waiver is in effect.
PA 0046876. Industrial waste, Philadelphia Gas Works, 800 West Montgomery Avenue, Philadelphia, PA 19122.
This application is for renewal of an NPDES permit to discharge cooling water from the facility in the City of Philadelphia, Philadelphia County. This is an existing discharge to the Schuylkill River.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall MP101, based on an average flow of 0.0037 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Effluent Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Influent Temperature monitor monitor The proposed effluent limits for stormwater discharge from Outfall 001 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report pH monitor/report Total Suspended Solids monitor/report Total Kjedahl Nitrogen monitor/report Total Phosphorus monitor/report Fecal Coliform monitor/report Dissolved Iron monitor/report Other Conditions:
The EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0011134. Industrial waste, SIC: 3674, Lucent Technologies, Inc., 555 Union Boulevard, Allentown, PA 18103.
This proposed action is for renewal of an NPDES permit to discharge treated process wastewater, noncontact cooling water into Spring Run, a tributary to Lehigh River in the City of Allentown, Lehigh County.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
Outfall 001
The proposed effluent limits based on a design flow of 4.07 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Dissolved Solids (TDS) 2,200 2,750 Oil and Grease 15 30 Total Suspended Solids 30 60 Temperature 110°F pH 6.0--9.0 std. units at all times Monitoring Point 101
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Toxic Organics (TTO) 1.37 Total Fluoride 17.4 32.0 pH 6.0--9.0 std. units at all times Monitoring Point 201
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Cyanide monitor and report Outfall 002
The proposed effluent limits based on a design flow of 1.11 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Temperature 110°F pH 6.0--9.0 std. units at all times Other Conditions: Chemical additives requirements, total toxics organic conditions.
The EPA waiver is not in effect.
PA 0063274, (Amendment No. 1). Sewerage, Brian Guinane, R. R. 1, P. O. Box 1531, Hallstead, PA 18822.
This proposed action is for renewal and amendment of an NPDES permit to discharge treated sewage into Rhiney Creek in Liberty Township, Susquehanna County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is the New York-Pennsylvania State Border.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0004 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 25.0 50.0 Total Suspended Solids 30.0 60.0 Fecal Coliform (5-1 to 9-30) 200/100 as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean pH 6.0--9.0 standard units at all times Total Residual Chlorine monitor and report The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0000892-A1. Industrial waste, SIC: 3356, Westinghouse Electric Company LLC, 4350 Northern Pike, Pittsburgh, PA 15146.
This application is for amendment of an NPDES permit to discharge treated water from the groundwater remediation system in Derry Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Conemaugh 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 Saltsburg Water Authority, located at Saltsburg, 17 miles below the discharge point.
Outfall 301: new discharge, design flow of 0.028 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 Oil and Grease 15 30 Trichloroethene 0.072 0.144 Dissolved Iron 7.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0028126. Industrial waste, SIC: 4941, Pennsylvania-American Water Company, 800 West Hersheypark Drive, Hershey, PA 17033.
This application is for renewal of an NPDES permit to discharge treated process water and untreated stormwater from Hays Mine Station in Pittsburgh, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Becks Run, 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 West View Municipal Authority, located at Ohio River Mile 4.9, 9.0 miles below the discharge point.
Outfall 001: existing discharge, design flow of 1.3 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Aluminum 4.0 8.0 Iron 2.0 4.0 Manganese 1.0 2.0 Total Suspended Solids 30.0 60.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0030457. Sewage, Forbes Trail Mobile Home Park and Thorn Run Estates, 100 Forbes Trail Drive, Export, PA 15632-9614.
This application is for renewal of an NPDES permit to discharge treated sewage from the Forbes Trail Mobile Home Park and Thorn Run Estates Sewage Treatment Plant in Salem Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Thorn Run, which are classified as a high quality 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 Westmoreland Municipal Authority.
Outfall 001: existing discharge, design flow of 0.031 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 Phosphorus 2 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 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 0096091. Sewage, Aleppo Township Authority, P. O. Box 81, Sewickley, PA 15143-0081.
This application is for renewal of an NPDES permit to discharge treated sewage from the I-79 North Sewage Treatment Plant in Aleppo Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an Unnamed Tributary of Kilbuck 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 Arco Chemical Company BV Plant.
Outfall 001: existing discharge, design flow of 0.05 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 4.5 6 (11-1 to 4-30) 9 13.5 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--36th month) monitor and report (37th month--expiration) 0.4 0.9 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 0096938. Sewage, Paul M. Golobic, R. D. 1, Box 640, Greensburg, PA 15601.
This application is for renewal of an NPDES permit to discharge treated sewage from Silver Dolphin Mobile Home Park STP in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as tributary of Little Sewickley Creek, which are classified as a trout stock 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 Authority.
Outfall 001: existing discharge, design flow of .01065 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) 2.4 4.8 (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) 0.25 0.58 Dissolved Oxygen not less than 6 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 0004898. Industrial waste, SIC: 3089, Loranger Manufacturing Corporation, P. O. Box 948, Warren, PA 16365.
This application is for renewal of an NPDES permit, to discharge NCCW, boiler blowdown, compressor condensate, TowerClean backwash and ultrasonic wastewater to the Allegheny River in the City of Warren, 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 Emlenton, approximately 96 miles below point of discharge.
The proposed discharge limits for Outfall No. 001, based on a design flow of 0.000312 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX pH 6.0--9.0 at all times XX--monitor and report
The EPA waiver is in effect.
PA 0004995. Industrial waste, SIC: 3241, Armstrong Cement and Supply Corporation.
This application is for renewal of an NPDES permit, to discharge treated industrial waste to Rough Run in Winfield Township, Butler County. This is an existing discharge.
The receiving water is classified for the following uses: HW-TSF, 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 New Kensington Municipal Water Company on the Allegheny River located at Kensington, approximately 25 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.023 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) CBOD5 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml (10-1 to 4-30) 76,000/100 ml NH3-N (5-1 to 10-31) 8 16 (11-1 to 4-30) 24 48 Total Residual Chlorine* 1.4 3.3 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 002/003
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) These discharges shall consist of stormwater runoff only. The proposed discharge limits, based on a design flow of 0.171 mgd, are:
Outfall No. 004
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) XX TSS XX Iron (T) XX Manganese (T) XX Temperature (°F) January 1--31 63 February 1--29 61.4 March 1--31 XX April 1--30 XX May 1--31 XX June 1--15 XX June 16--30 82.6 July 1--31 75.6 August 1--31 XX September 1--30 XX October 1--15 84 October 16--31 76.5 November 1--15 73.6 November 16--30 62.7 December 1--31 57.7 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX This discharge shall consist of groundwater discharges only (under high water table conditions). pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.7582 mgd, are:
Outfall No. 010
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Fe (T) XX Manganese XX TSS XX pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.317 mgd, are:
Outfall No. 011
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Fe (T) XX Manganese XX TSS XX pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.317 mgd, are:
Outfall No. 012
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX TSS XX Iron (T) XX Manganese (T) XX pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0103446. Industrial waste, SIC: 4953, Superior Greentree Landfill, Inc., 635 Toby Road, Kersey, PA 15846.
This application is for renewal of an NPDES permit, to discharge from a municipal waste landfill, septage nonhazardous liquid waste, truck wash, shower room wastewater and stormwater to an unnamed tributary to Bear Run and Little Toby Creek in Fox Township, Elk County. This is an existing discharge.
The receiving water is classified for the following uses: 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 Western PA Water Company on the Clarion River located approximately 40 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.05328 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) CBOD5 100 200 250 Total Suspended Solids 100 200 250 NH3-N (5-1 to 10-31) 20 40 50 Fecal Coliform (5-1 to 9-30) 200/100 ml (10-1 to 4-30) 22,400/100 ml Aluminum 0.275 0.55 0.69 Total Iron 3.5 7.0 8.8 Manganese 1.0 2.0 2.5 Cadmium 0.027 0.054 0.067 Lead 0.18 0.36 0.45 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 1, 2, 3, 7, 8, 11, P1, P2, P3, P4, P5, P6, P7, P8 and P10
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Chemical Oxygen Demand Oil and Grease pH Total Dissolved Solids (TDS) Total Organic Carbon (TOC) Total Barium Total Cadmium Total Chromium Total Lead Total Mercury Total Magnesium Dissolved Magnesium Total Selenium Total Silver Ammonia Total Arsenic Total Cyanide Nitrate plus Nitrite Nitrogen Dissolved Iron The EPA waiver is in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
