NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
[27 Pa.B. 1662]
APPLICATIONS
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 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, Regional 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 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 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 proceedings should contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (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, telephone (610) 832-6130.PA 0054259. Sewage, Wasser Partners, 404 Main Street, Pennsburg, PA 18073.
This application is for renewal of an NPDES permit to discharge treated sewage from a small flow sewage treatment plant in Upper Hanover Township, Montgomery County. This is an existing discharge to Macoby Creek Branch.
The receiving stream is classified for the following uses: warm water fishery, trout stocking fishery, high quality trout stocking fishery, high quality warm water fishery, high quality cold water fishery, exceptional value waters, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine monitor/report monitor/report Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0030023. Sewage, The Academy of the New Church, 2815 Huntingdon Pike, Bryn Athyn, PA 19009.
This application is for renewal of an NPDES permit to discharge treated sewage from an STP serving the church, school and office building in Bryn Athyn Borough, Montgomery County. This is an existing discharge to an unnamed tributary to Huntingdon Valley Creek.
The discharge is to a dry swale, 1 mile above the confluence with a stream classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 65,000 gallons per day are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Total Residual Chlorine 0.8 1.87 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6942.PA 0209872. Sewage, Arthur and Jane Eaton, New Horizons Recycling, Box 19A and Route 18, Adamsville, PA 16110.
This application is for renewal of an NPDES permit, to discharge sewage to an unnamed tributary to Crooked Creek in Sugar Grove Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: trout stocked 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 Greenville Municipal Water Authority on the Little Shenango River located at Greenville, approximately 3.4 miles below point of discharge.
The proposed discharge limits for Outfall No. 001, based on a design flow of 0.00045 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Fecal Coliforms (all year) 200/100 ml as a geometric average Total Residual Chlorine XX XX pH 6.0--9.0 at all times XX = Monitor and Report on Annual Maintenance Report.
The EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, telephone (717) 826-2553.PA 0062570. Sewerage, Covington Township Sewer Authority, Box 266, Moscow, PA 18444.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Roaring Brook Creek in Covington Township, Lackawanna 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/proposed downstream potable water supply (PWS) considered during the evaluation is American Water Company, Elmhurst Reservoir on Roaring Brook Creek.
The proposed effluent limits for Outfall 001 based on a design flow of .2 mgd are:
Monthly 7-day Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 25 30 (11-1 to 4-30) 25 37 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Phosphorus as ''P'' 1 1.5 2 Dissolved Oxygen a minimum of 6 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times Total Residual Chlorine 1 2.3 The EPA waiver is in effect.
PA 0060267. Sewerage, N. Pocono School District, Church Street, Moscow, PA 18444.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into an unnamed tributary to W. Branch of Wallenpaupack Creek in Jefferson Township, Lackawanna County.
The receiving stream is classified for the following uses: high quality, cold water, fishery, aquatic life, water supply and recreation.
Effluent requirements were evaluated at point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .009 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 13 26 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 1.5 3 (11-1 to 4-30) 4.5 9 Phosphorous as ''P'' .5 1 Dissolved Oxygen a minimum of 6 mg/l at all times Fecal Coliforms 200/100 ml as a geometric mean pH 6.0--9.0 standard units at all times Total Residual Chlorine 1.2 2.8 The EPA waiver is in effect.
PA 0061123. Sewerage, Moscow Sewer Authority, P. O. Box 525, Moscow, PA 18444.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Roaring Brook Creek in Moscow Borough, Lackawanna 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/proposed downstream potable water supply (PWS) considered during the evaluation is the American Water Company, Elmhurst Reservoir on Roaring Brook Creek.
The proposed effluent limits for Outfall 001 based on a design flow of .180 mgd are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 4 8 (11-1 to 4-30) 12 24 Phosphorus as ''P'' .5 .75 1 Dissolved Oxygen a minimum of 5 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times Total Residual Chlorine 1 2.3 The EPA waiver is in effect.
PA 0063665. Industrial waste, Municipal Separate Storm Sewer System, City of Allentown, 112 Union Street, Allentown, PA 18102-4910.
This proposed action is for issuance of an NPDES permit to discharge stormwater from the municipal separate storm sewer system in the City of Allentown, Lehigh County. This is a new discharge to waters of the Commonwealth.
The permittee must develop and implement programs to characterize the stormwater outfalls located in the City of Allentown and minimize their impact on water quality.
Permit requirements include:
1. Establishing legal authority.
2. Source identification.
3. Discharge characterization.
4. Stormwater management programs including implementation of appropriate best management practices.
5. Assessment of controls.
6. Adequate fiscal resources.
7. Submission of annual report.
The EPA waiver is in effect.
PA 0036439. Sewerage, Department of Public Welfare, c/o Gregory M. Smith, White Haven Center, R. R. 2, Box 2195, White Haven, PA 18661-9602.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Linesville Creek in Foster Township, Luzerne County.
The receiving stream is classified for the following uses: high quality, cold water fishery, aquatic life, water supply and recreation.
Effluent requirements were evaluated at the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.384 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15.0 30.0 (11-1 to 4-30) 25.0 50.0 Total Suspended Solids 30.0 60.0 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Dissolved Oxygen a minimum of 7.0 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times Total Residual Chlorine 1st Month through 36th Month monitor and report 37th Month through Expiration Date 0.2 0.4 The EPA waiver is in effect.
PA 0061361. Sewerage, Smithfield Township Sewer Authority, Box 5209, East Stroudsburg, PA 18301.
This proposed action is for renewal issuance amendment of an NPDES permit to discharge treated sewage into Little Sambo Creek in Smithfield Township, Monroe County.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the proposed downstream potable water supply (PWS) considered during the evaluation is East Stroudsburg/Stroudsburg Water Supply on Delaware River.
The proposed effluent limits for Outfall 001 based on a design flow of 0.4 mgd are:
Monthly 7 Day Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 5 (11-1 to 4-30) 7.5 15 Dissolved Oxygen a minimum of 5 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times Total Residual Chlorine 1st Month through 36th Month monitor and report 37th Month through Expiration Date 0.9 2.0 The EPA waiver is in effect.
PA 0062642. Industrial waste, SIC: 4941, Blythe Township Municipal Authority, Glen Dower WTP, 375 Valley Street, New Philadelphia, PA 17959.
This proposed action is for renewal of an NPDES permit to discharge treated/process wastewater into Taylorsville Creek to the west branch of the Schuylkill River in Foster Township, Schuylkill 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/proposed downstream potable water supply (PWS) considered during the evaluation is the Pottstown Water Authority located on the Schuylkill River.
The proposed effluent limits for Outfall 001 based on a design flow of .000075 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Aluminum 4.0 8.0 Total Iron 2.0 4.0 Total Manganese 1.0 2.0 Total Suspended Solids 30.0 60.0 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0062693. Industrial waste, SIC: 4941, Blythe Township Municipal Authority (Moss Glen WTP), Schuylkill Township, Schuylkill County.
This proposed action is for renewal of an NPDES permit to discharge treated process wastewater into Big Creek in Schuylkill Township, Schuylkill 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/proposed downstream potable water supply (PWS) considered during the evaluation is the Pottstown Water Supply located on the Schuylkill River.
The proposed effluent limits for Outfall 001 based on a design flow of .0114 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Aluminum 4.0 8.0 Total Iron 2.0 4.0 Manganese 1.0 2.0 Suspended Solids 30.0 60.0 pH 6--9 std. units at all times The EPA waiver is in effect.
PA 0060518. Sewerage, Hallstead-Great Bend Joint Sewer Authority, Attention: John W. Ord, P. O. Box 757, Great Bend, PA 18821-0757.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Susquehanna River in Great Bend Borough, Susquehanna County.
The receiving stream 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 proposed downstream potable water supply (PWS) considered during the evaluation is the New York-Pennsylvania border 2 miles downstream of the discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.35 mgd are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25.0 40.0 50.0 Total Suspended Solids 30.0 45.0 60.0 Fecal Coliforms (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 pH 6.0--9.0 standard units at all times Total Residual Chlorine 1st month--24th month monitor and report 25th month--Expiration 1.0 2.0 The EPA waiver is in effect.
PA 0062332. Sewerage, Eaton Sewer and Water Co., 25 West Tioga Street, Tunkhannock, PA.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into the north branch of the Susquehanna River in Eaton Township, Wyoming County.
The receiving stream 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 (PWS) considered during the evaluation is Danville Water Supply on the Susquehanna River.
The proposed effluent limits for Outfall 001, based on a design flow of .05 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine 1.2 2.8 Dissolved Oxygen a minimum of 5.0 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.PA 0085006. Sewage, SIC: 4952, Conoy Township--Bainbridge, 211 Falmouth Road, Bainbridge, PA 17502.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Conoy Creek, in Conoy Township, Lancaster County.
The receiving stream is classified for trout stocking 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 Columbia Water Company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.08 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Residual Chlorine 0.5 1.6 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 3,000/100 ml as a geometric average The EPA waiver is in effect.
PA 0085022. Sewage, SIC: 4952, Conoy Township (Village of Falmouth), 211 Falmouth Road, Bainbridge, PA 17502.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary of the Susquehanna River, in Conoy Township, Lancaster County.
The receiving stream is 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 Columbia Water Company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.025 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 10 20 Total Residual Chlorine 0.5 1.6 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 11,000/100 ml as a geometric average 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 0003816. Industrial waste, SIC: 5171, BP Oil Company, 200 Public Square 7-T, Cleveland, OH 44114.
This application is for renewal of an NPDES permit to discharge treated stormwater from Petroleum Marketing Terminal in Moon 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 the Midland Borough Municipal Authority, located at Midland, 25 miles below the discharge point.
Outfall 001: existing discharge.
Interim Limits
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 xylenes monitor/report Total BTEX monitor/report Total Recoverable Petroleum
Hydrocarbonsmonitor/report pH 6.0--9.0 Outfall 001: existing discharge
Final Limits
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Petroleum
Hydrocarbonsmonitor/report Total Xylenes monitor/report Total BTEX monitor/report The EPA waiver is in effect.
PA 0021156. Sewage, Bullskin Township Board of Supervisors, R. D. 2, Box 234G, Connellsville, PA 15425.
This application is for amendment of an NPDES permit to discharge treated sewage from the Merit Manor Sewage Treatment Plant in Bullskin Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as White 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 on the Youghiogheny River.
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) 5.0 7.5 10 (11-1 to 4-30) 15 22.5 30 Fecal Coliforms (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 1.2 2.9 pH 6.0--9.0 Other Conditions: The permittee is authorized to discharge the above during the period from issued date through the NPDES expiration date, or the date the proposed expansion to 0.0626 mgd is completed and in operation, whichever comes first.
Outfall 001: expanded discharge, design flow of 0.0626 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) 5.0 7.5 10 (11-1 to 4-30) 15 22.5 30 Fecal Coliforms (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 1.0 2.3 pH 6.0--9.0 Other Conditions: The permittee is authorized to discharge the above during the period from the date the proposed treatment plant expansion to 0.0626 mgd is completed and in operation through the NPDES expiration date, or the date the proposed expansion to 0.085 mgd is completed and in operation, whichever comes first.
Outfall 001: expanded discharge, design flow of 0.085 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) 4.0 6.0 8.0 (11-1 to 4-30) 12 18 24 Fecal Coliforms (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 0.7 1.7 Dissolved Oxygen not less than 3.0 mg/l pH 6.0--9.0 Other Conditions: The permittee is authorized to discharge during the period from the date the treatment facility is expanded to 0.085 mgd through NPDES expiration date.
The EPA waiver is in effect.
PA 0046426. Sewage, Franklin Township Sewer Authority, 570 Rolling Meadows Road, Waynesburg, PA 15370.
This application is for renewal of an NPDES permit to discharge treated sewage from Franklin Township STP in Franklin Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as 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 1.25 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) 2.5 3.8 5.0 (11-1 to 4-30) 4.0 6.0 8.0 Fecal Coliforms (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 to 36th month monitor and report 37th month to expiration .3 1.1 Dissolved Oxygen not less than 5 mg/l pH 6.0--9.0 Outfall 003: This outfall consists solely of uncontaminated stormwater runoff.
The EPA waiver is not in effect.
PA 0090018. Sewage, North Strabane Township Municipal Authority, 1929 B, Route 519 South, Canonsburg, PA 15317.
This application is for renewal of an NPDES permit to discharge treated sewage from the Willolake Sewage Treatment Plant in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Chartiers 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 West View Municipal Authority on the Ohio River.
Outfall 001: existing discharge, design flow of 0.14 mgd.
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