NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
[26 Pa.B. 1279]
APPLICATIONS 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 Field Office 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 this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the Field Office of the exact basis of a 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. 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 Field 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 1 (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, telephone (412) 442-4000.PA 0026981. Sewage, City of Duquesne, 12 South Second Street, Duquesne, PA 15110.
This application is for renewal of an NPDES permit to discharge treated sewage from the City of Duquesne Sewage Treatment Plant in the City of Duquesne, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as the Monongahela River, 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 Western Pennsylvania Water Company located on the Monongahela River.
Outfall 001: existing discharge, design flow of 2.0 mgd.
Parameter Concentration (mg/l) Average
MonthlyAverage
WeeklyMaximum
DailyInstantaneous
MaximumCBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 30,000/100 ml as a geometric mean Total Residual Chlorine 1.0 3.3 pH 6.0--9.0 Other Conditions: Outfalls 002 through 005 which discharge to the receiving waters, known as Monongahela River and Thompson Run, serve as combined sewer overflows necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and/or the treatment plant and are permitted to discharge only for such reason. There are at this time no specific effluent limitations on the outfalls.
The EPA waiver is not in effect.
PA 0031313. Sewage, Brownsville Area School District, R. D. 1, Route 40 East, Grindstone, PA 15442.
This application is for renewal of an NPDES permit to discharge treated sewage from the Colonial Elementary School Sewage Treatment Plant in Redstone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Colvin 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 Pennsylvania American Water Company on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.0105 mgd.
Parameter Concentration (mg/l) Average
MonthlyAverage
WeeklyMaximum
DailyInstantaneous
MaximumCBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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--36th month monitor and report 37th month--expiration 1.4 3.3 Dissolved Oxygen not less than 3.0 mg/l pH 6.0--9.0 The EPA waiver is in effect.
PA 0097179. Sewage, Township of Findlay, Drawer W, Clinton, PA 15026.
This application is for renewal of an NPDES permit to discharge treated sewage from the Clinton Mobile Home Park in Findlay Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary to Potato Garden 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 Midland Borough WA.
Outfall 001: existing discharge, design flow of .010 mgd, issuance date through 59 months
Parameter Concentration (mg/l) Average
MonthlyAverage
WeeklyMaximum
DailyInstantaneous
MaximumCBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen monitor and report Total Residual Chlorine monitor and report 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 Dissolved Oxygen not less than 5.0 mg/l pH 6.0--9.0 Outfall 001: existing discharge, design flow of .010 mgd, 59th month through expiration date
Parameter Concentration (mg/l) Average
MonthlyAverage
WeeklyMaximum
DailyInstantaneous
MaximumCBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 3.0 4.5 6.0 Total Residual Chlorine .04 1.0 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 Dissolved Oxygen not less than 5.0 mg/l pH 6.0--9.0 The EPA waiver is in effect.
PA 0217271. Sewage, Ohio Township Sanitary Authority, 1719 Roosevelt Road, Pittsburgh, PA 15237.
This application is for issuance of an NPDES permit to discharge treated sewage from the Kilbuck Run Sewage Treatment Plant in Ohio Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Kilbuck Run, 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 Moon Township Water Authority on the Ohio River.
Outfall 001: new discharge, design flow of 0.075 mgd.
Parameter Concentration (mg/l) Average
MonthlyAverage
WeeklyMaximum
DailyInstantaneous
MaximumCBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.5 18.0 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 0.13 0.31 Dissolved Oxygen not less than 5.0 mg/l pH 6.0--9.0 The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6942.PA 0103705. Sewage. Union School District, R. D. 1, Box 209B, Sligo, PA 16255.
This application is for a new NPDES permit to discharge treated sewage to the Mineral Run in Sligo Borough, Clarion 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 the Parker City Municipal Authority intake on the Allegheny River located at Parker City, approximately 22 miles below point of discharge.
The proposed effluent limits, based on a design flow of 0.008 mgd are:
Outfall No. 001
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 6,200/100 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 0104256. Industrial waste, SIC: 5541. Sun Atlantic, Sunoco Service Station (DUNS No. 0363-9689), 215 Conneaut Lake Road, Meadville, PA 16335.
This application is for renewal of an NPDES permit to discharge industrial waste to Van Horne Creek in Vernon Township, Crawford 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 General Authority of Franklin on French Creek located at Franklin, approximately 27 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of .0058 mgd are:
Parameter Average
Monthly (mg/l)Daily
Maximum (mg/l)Instantaneous
Maximum (mg/l)Flow monitoring only Benzene .001 .002 .0025 Total BTEX .100 .200 .250 Ethyl Benzene monitoring only Toluene monitoring only Total Xylenes monitoring only Oil and Grease 15 30 Dissolved Iron 7.0 Total Suspended Solids 30 60 75 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0027511. Sewage. New Castle Sanitation Authority, 110 East Washington Street, P. O. Box 1404, New Castle, PA 16101.
This application is a renewal of a Part I NPDES permit to discharge treated sewage to the Mahoning River in the City of New Castle, 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 13 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 (after the chlorine contact tank) based on a design flow of 9.0 mgd are:
Interim Limits
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 40 50 Total Suspended Solids 30 45 60 Ammonia-Nitrogen (5-1 to 10-31) monitor and report 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 Total Residual Chlorine 3,3-Dichloro-Benzidine monitor and report (Interim Limits) monitor and report (Final Limits) 0.0011 0.0022 pH 6.0--9.0 at all times The proposed effluent limits for Outfall No. 001 (after the chlorine contact tank) based on a design flow of 17.0 mgd are:
Final Limits
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 40 50 Total Suspended Solids 30 45 60 Ammonia-Nitrogen (5-1 to 10-31) 18.5 37 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 Total Residual Chlorine 3,3-Dichloro-Benzidine 0.11 0.17 (Interim Limits) monitor and report (Final Limits) 0.0011 0.0022 pH 6.0--9.0 at all times The EPA waiver is not in effect.
PA 0102261. Sewage, John Murcko, Crestview Apartments, 422 Sharon-New Castle Road, Farrell, PA 16121.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to Dry Swale--McCullough Run in South 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 the Shenango Valley Water Company on the Shenango River, approximately 3 miles downstream from point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.005 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Total Suspended Solids 30 60 Ammonia-Nitrogen 15 30 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 Total Residual Chlorine 1.5 3.5 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0100943. Sewage. Municipal Authority of Strattanville Borough, P. O. Box 139, Strattanville, PA 16258.
This application is a renewal of a Part I NPDES permit to discharge treated sewage to the unnamed tributary to Brush Run in Strattanville Borough, Clarion 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 Parker City on the Allegheny River located at Parker City, approximately 30 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 (after the chlorine contact tank) based on a design flow of 0.07 mgd are:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 40 60 80 Total Suspended Solids 45 65 90 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 4,300/100 ml as a geometric average Total Residual Chlorine 1.0 1.5 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0104191. Industrial waste, SIC: 4922. National Fuel Gas Supply Corp., Heath Compressor Station, 1100 State Street, P. O. Box 2081, Erie, PA 16512.
This application is for renewal of an NPDES permit to discharge noncontact cooling water and floor drain wastewater to Callen Run in Heath Township, Jefferson 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 Clarion River and Western PA Water Company located at Clarion, approximately 30 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 and 002 based on a design flow of .218 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report on monthly discharge monitoring reports Oil and Grease 15 30 Temperature Daily Average
Allowable Discharge
Temperature (°F)Jan 1-31 45 Nov 1-15 47 Nov 16-30 43 Dec 1-31 45 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 003 based on a design flow of .00144 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report on monthly discharge monitoring reports Oil and Grease 15 30 pH 6.0--9.0 at all times The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management, 200 Pine Street, Williamsport, PA 17701-6510, telephone (717) 327-3666.PA 0008800. Industrial waste, SIC: 3111, Westfield Tanning Company, 360 Church Street, Westfield, PA 16950.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to the Cowanesque River in Westfield Borough, Tioga County.
The receiving stream 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 downstream potable water supply (PWS) considered during the evaluation is Danville Water Authority located at New York/Pennsylvania border.
The proposed effluent limits for Outfall 001 based on a design flow of 0.3 mgd are:
Discharge Parameter Average
Monthly
(lbs/day)Maximum
Daily
(lbs/day)Average
Monthly
(mg/l)Maximum
Daily
(mg/l)Instantaneous
Maximum (mg/l)Flow (mgd) report report CBOD5 (5-1 to 10-30) 50 100 20 40 50 (11-1 to 4-30) 100 200 40 80 100 Ammonia-N (5-1 to 10-30) 10 20 4 8 10 (11-1 to 4-30) 30 60 12 24 30 TSS 188 375 75 150 200 Total Phosphate as P 5 10 2 4 5 Total Chromium 5 13 2 5.2 5.2 Oil and Grease 15 30 30 Total Phenols 0.07 0.14 0.18 Total Boron monitor and report Total Antimony monitor and report Dissolved Oxygen minimum of 5 pH within the range of 6.0--9.0 The EPA waiver is not in effect.
PA 0009270. Industrial waste, SIC: 2047, Heinz Pet Products, 6670 Low Street, Bloomsburg, PA 17815.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to the Susquehanna River in South Centre Township, Columbia County.
The receiving stream 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 downstream potable water supply (PWS) considered during the evaluation is Danville Water Authority located at Danville 20 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.671 mgd are:
Discharge Parameter Average
Monthly
(lbs/day)Maximum
Daily
(lbs/day)Average
Monthly
(mg/l)Maximum
Daily
(mg/l)Instantaneous
Maximum
(mg/l)Flow (mgd) report report BOD5 821 1,642 300 TSS 998 1,997 360 Ammonia monitor and report Oil and Grease 15 30 30 Total Residual Chlorine 0.5 1.6 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric mean pH within the range of 6.0--9.0 The EPA waiver is not in effect.
PA 0113123. Sewerage, SIC: 4952, Patrick J. Witkowski, P. O. Box 322, Laporte, PA 18626.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to unnamed tributary of Mill Creek in Laporte Township, Sullivan County.
The receiving stream is classified for the following uses: high quality cold 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.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0004 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 TSS 30 60 Total Residual Cl2 report Fecal Coliforms 200 col/100 ml as a geometric mean pH 6.0--9.0 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 0087271. Industrial waste, SIC: 4941, East Petersburg Borough Authority, P. O. Box 26, East Petersburg, PA 17520.
This application is for issuance of an NPDES permit for a new discharge of treated industrial waste to an unnamed tributary of the Little Conestoga Creek, in Manheim 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 the Holtwood Power Plant located in Martic Township, 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 0.0015 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Total Suspended Solids 30 60 75 pH 6--9 s.u. The EPA waiver is in effect.
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