NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 1996]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements. For all new permit applications, renewal application with major changes or applications for permits not waived by the EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted before 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. The comments 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 comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated before the application.
Persons with a disability, who require an auxiliary aid, service, including TDD users or other accommodations to seek additional information, should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0081825 Betty Nelson Mobile
Home Park
16 Betty Nelson Court
Carlisle, PA 17013Cumberland County
Lower Frankford
TownshipConodoquinet Creek/
7BYes PA0083470 Paradise Township
Sewer Authority
196 Blackhorse Road
Paradise, PA 17562-9792Lancaster County
Paradise TownshipPequea Creek/
7KYes PA0084450 United States Army
Fort Detrick--AJCC
1500 Porter St.
Environmental
Management Office
Frederick, MD 21702Adams County
Liberty Township13D--UNT Miney
BranchYes PA0043486 Lancaster County Solid Waste Management
Authority
1299 Harrisburg Pike
P. O. Box 4425
Lancaster, PA 17603-4425Lancaster County
Manor TownshipMann's Run
7-JYes
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0027677
(Industrial Waste)United States Department
of the Interior
USGS Appalachian
Research Laboratory
R. R. 4 Box 63
Wellsboro, PA 16901Tioga County
Shippen TownshipMarsh Creek
(9A)Y PA0028738
(Sewerage Public)Ralpho Township
Municipal Authority
32 A South Market Street
Elysburg, PA 17824Northumberland County
Ralpho TownshipShamokin Creek
(6B)Y PA0112488
(Sewerage Public)Ralpho Township
Municipal Authority
32 A South Market St.
Elysburg, PA 17824Northumberland County
Ralpho TownshipUnnamed tributary of Millers Run (6B) Y PA0115100
(Sewerage Nonpublic)George A. and
Elizabeth J. Dear
R. R. 2 Box 174
Tioga, PA 16946Tioga County
Lawrence TownshipMutton Lane Creek
(4A)Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
PA#0034070, Sewage, Glencrest Realty Co., 6000 Glencrest Road, Slatington, PA 18080. This proposed facility is located in Washington Borough, Lehigh County.
Description of Proposed Activity: The receiving stream, unnamed tributary to Coplay Creek, is in the State Water Plan watershed #2C and is classified for: aquatic life, CWF, water supply and recreation. The nearest downstream public water supply intake for City of Allentown is located on Lehigh River is 15 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.035 mgd.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Phosphorus as ''P'' 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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine (1st Month to 24th Month) Monitor and Report
Total Residual Chlorine (24th Month to Expiration) 0.8 1.8 PA-0051675, Sewage, Northampton Area School District, 1617 Laubauch Avenue, Northampton, PA 18067. This proposed facility is located in Moore Township, Northampton County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage from existing treatment plant.
The receiving stream, unnamed tributary to Hockendaqua Creek, is in the State Water Plan watershed #2C and is classified for: aquatic life, CWF, water supply and recreation. The nearest downstream public water supply intake for Northampton Borough Water Authority is located on Lehigh River is 13 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .00642.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine (1st Month to 24th Month) Monitor and Report
(25th Month to Expiration) 1.2 2.8 PA-0020435, Sewage, Little Washington Wastewater Company, 762 West Lancaster Avenue, Bryn Mawr, PA 19101. This proposed facility is located in White Haven Borough, Luzerne County.
Description of Proposed Activity: This proposal action is for renewal of a NPDES Permit to discharge treated sewage.
The receiving stream, Lehigh River, is in the State Water Plan watershed #2A and is classified for: HQ and CWF. The nearest downstream public water supply intake for City of Hazleton is located on Lehigh River is 10.4 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.45 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 20 30 40 Total Suspended Solids 25 40 50 NH3-N (5-1 to 10-31) 3.5 5.3 7 (11-1 to 4-30) 10.5 15.9 21 Dissolved Oxygen A minimum of 5.0 mg/l at all times.
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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 0.75 1.5 PA-0062260, Sewerage, Brookmont Health Care Center, Inc., Brookmont Drive, Effort, PA 18330. This proposed facility is located in Chestnuthill Township, Monroe County.
Description of Proposed Activity: This proposed action is for the renewal of an NPDES permit to discharge treated sewage into Pohopoco Creek in Chestnuthill Township, Monroe County.
The receiving stream, the Pohopoco Creek is in the State Water Plan Watershed 02B and is classified for the following uses: CWF, aquatic life, water supply and recreation. The nearest downstream water supply for the Northampton Borough Water Authority is located on the Lehigh River, 40 miles below the point of discharge.
The proposed effluent limits based on a design flow of 0.04 MGD are:
Outfall 001
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 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 Dissolved Oxygen Minimum of 5.0 at all times pH 6.0 to 9.0 standard units at all times Total Residual Chlorine (1st Month to 24th Month) Monitor and Report
(25th Month to Expiration) 1.2 2.8 PA-0061352, Sewerage, Delaware Water Gap Municipal Authority, P. O. Box 128, Delaware Water Gap, PA, 18337. This proposed facility is located in Delaware Water Gap, Monroe County.
Description of Proposed Activity: This proposed action is for the renewal of an NPDES permit to discharge treated sewage into Cherry Creek in Delaware Water Gap, Monroe County.
The receiving stream, Cherry Creek, is in the State Water Plan Watershed 01E and is classified for the following uses: CWF, aquatic life, water supply and recreation. The nearest downstream water supply for the City of Easton Water Supply is located on the Delaware River 20 miles below the point of discharge.
The proposed effluent limits based on a design flow of 0.176 MGD are:
Outfall 001
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 200/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine (1st Month to 24th Month) Monitor and Report
(24th Month to Expiration) .07 1.4 PA#0046353-A1, Sewage, Waymart Area Authority, P. O. Box 3300, Waymart, PA 18472. This proposed facility is located in Waymart Borough, Wayne County.
The receiving stream, Van Auken Creek, is in the State Water Plan watershed #1B and is classified for: HQ-TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for East Stroudsburg/Stroudsburg intake is located on Delaware River is approximately 90 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.715 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 15 20 Total Suspended Solids 15 20 30 NH3-N (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 Phosphorus as ''P'' 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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine .6 1.4
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA0246611, Sewage, Borough of Strausstown, P. O. Box 325, Strausstown, PA 19559. This facility is located in Strausstown Borough, Berks County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Jackson Creek, is in Watershed 3-C and classified for CWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Western Berks Water Supply is located on the Tulpehocken Creek, approximately 16 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0656 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 13 XXX 26 (11-1 to 4-30) 20 XXX 40 Total Phosphorus 1.0 XXX 2.0 Total Residual Chlorine 0.50 XXX 1.60 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 8,000/100 ml as a geometric average Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0080187, Industrial Waste SIC 4953, Dauphin Meadows, Inc. (Dauphin Meadows Landfill), Route 209, Millersburg, PA 17061. This facility is located in Washington Township, Dauphin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Wiconisco Creek, is in Watershed 6-C and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on the Susquehanna River, approximately 50 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.05 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.05 pH (S.U.) From 6.0 to 9.0 inclusive BOD5 15.4 58.3 37 140 175 Total Suspended Solids 11.2 36.7 27 88 110 Total Dissolved Solids Monitor and Report
Ammonia Nitrogen 2.0 4.1 4.9 10 12.5 Dissolved Oxygen 5.0 mg/l at all times
Fecal Coliform (5-1 to 9-30) 200 (10-1 to 4-30) 100,000 Total Antimony 0.19 0.38 0.45 0.90 1.13 Total Arsenic 0.02 0.04 0.05 0.10 0.13 Total Beryllium 0.002 0.004 0.005 0.010 0.013 Total Cadmium 0.002 0.004 0.005 0.010 0.013 Total Chromium 0.05 0.10 0.125 0.25 0.313 Total Copper 0.02 0.04 0.05 0.10 0.13 Total Lead 0.015 0.030 0.036 0.072 0.090 Total Nickel 0.08 0.16 0.2 0.4 0.5 Total Selenium 0.031 0.062 0.075 0.150 0.187 Total Silver 0.004 0.008 0.010 0.020 0.025 Total Thallium 0.04 0.08 0.10 0.20 0.25 Total Zinc 0.045 0.083 0.11 0.20 0.25 Free Cyanide 0.021 0.041 0.05 0.10 0.125 Total Barium 0.125 0.25 0.30 0.60 0.75 Total Boron 2.5 5.0 6.0 12.0 15.0 Total Cobalt 0.02 0.04 0.05 0.10 0.13 Dissolved Iron 1.16 1.45 2.8 3.5 7.0 Total Manganese 0.42 0.84 1.0 2.0 2.5 Total Aluminum 0.125 0.250 0.3 0.6 0.8 Total Vanadium Monitor and Report
Benzene 0.025 0.050 0.062 Chlorobenzene 0.01 0.02 0.025 1,1-Dichloroethane 0.09 0.18 0.23 Chloromethane 0.05 0.10 0.125 Methylene Chloride 0.5 1.0 1.25 Toluene 0.05 0.10 0.13 1,2-Transdichloroethylene 0.03 0.06 0.08 1,1,1-Trichloroethane 0.05 0.10 0.125 Phenol 0.006 0.011 0.015 0.026 0.032 Chloroform 0.010 0.020 0.025 Butyl Benzyl Phthalate 0.010 0.020 0.025 2-Chloronaphthalene 0.010 0.020 0.025 Diethyl Phthalate 0.025 0.050 0.062 Isophorone 0.05 0.10 0.13 Lindane 0.009 0.018 0.022 4,4-DDT 0.000082 0.000164 0.000205 Acetone 0.1 0.2 0.3 2-Butanone 0.210 0.420 0.525 1,2,3-Trichloropropane 0.1 0.2 0.3 Xylene Monitor and Report Tetrahydrofuran 0.03 0.06 0.08 P-cresol 0.014 0.015 0.017 2-Hexanone 0.02 0.04 0.05 4-Methyl-2 Pentanone 0.02 0.04 0.05 Dibromomethane 0.01 0.02 0.03 Alpha-Terpineol 0.016 0.033 0.040 Benzoic Acid 0.071 0.12 0.17 In addition to the effluent limits, the permit contains the following major special conditions:
1. Requirements for four stormwater outfalls.
2. Requirements for landfill leachate monitoring.
Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
PAG123554, CAFO, Scott Ehrisman, R. R. 1, Box 606, Richfield, PA 17086. This proposed facility if located in Monroe Township, Juniata County.
Description of Proposed Activity: The Ehrisman Farm is an existing swine and beef operation with a total AEUs of 440.6 with only 32 AEUs being beef. They are proposing to construct a new 2,200 head wean to finish swine operation on this farm. The estimated annual manure production is 5,328.5 tons. The farm's manure storage system consists of an engineer designed concrete manure storage facility located under the swine barn. Scott Ehrisman is also proposing to convert the operation (except 4.16 acres) into pasture ground for beef cattle. Beef cattle will be on pasture most of the time with collected manure being applied to pasture ground. Additional swine manure will be applied to the pasture at a conservative rate to help promote strong grass growth. All additional manure will be exported to neighboring farms to be used on agricultural crops.
The receiving stream, Cocolamus Creek, is in the State Water Plan watershed 12-B and is classified for: TSF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permits is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and The Clean Stream Law constitutes compliance with the State narrative water quality standards.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0204901, Industrial Waste, SIC 4111, Port Authority of Allegheny County, 345 Sixth Avenue, 3rd Floor, Pittsburgh, PA 15222. This application is for renewal of an NPDES permit to discharge stormwater from the Ross Maintenance Garage in Ross Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Nelson Run, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Millvale Municipal Water Works, located on the Allegheny River, 6.0 miles below the discharge point.
Outfall 001: existing discharge, design flow of varied* 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 Iron 3.5 7.0 Flow is dependent on storm event. The EPA waiver is in effect.
PA0026913, Sewage, The Municipal Authority of the City of McKeesport, 100 Atlantic Avenue, McKeesport, PA 15132. This application is for renewal of an NPDES permit to discharge treated sewage from the McKeesport Water Pollution Control Plant in City of McKeesport, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela River, which are classified as a WWF 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 Becks Run Station.
Outfall 001: existing discharge, design flow of 11.5 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 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 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 004--033 will be repermitted as combined sewer overflows.
The EPA waiver is not in effect.
PA0027456, Sewage, Greater Greensburg Sewage Authority, P. O. Box 248, Greensburg, PA 15601-0248. This application is for renewal of an NPDES permit to discharge treated sewage from the Greater Greensburg STP in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Jacks Run, which are classified as a WWF 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 County Municipal Authority, McKeesport Plant, on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 6.75 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.2 3.3 4.4 (11-1 to 4-30) 4.2 6.3 8.4 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 0.043 0.14 Dichlorobromomethane 0.001 0.0025 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 002--018 and 021--042, which discharge to the receiving waters known as Jacks Run, Zellers Run and Coal Tar 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. These outfalls are permitted to discharge only for this reason. There are at this time no specific effluent limitations on the outfalls. Each discharge shall be monitored for cause, frequency, duration and quantity of flow.
The EPA waiver is not in effect.
PA0036293, Sewage, The Municipal Authority of the Township of Robinson, P. O. Box 15539, Pittsburgh, PA 15244. This application is for Renewal of an NPDES permit to discharge treated sewage from Campbells Run Sewage Treatment Plant in Robinson Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Campbells Run, which are classified as a WWF 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.
Outfall 001: existing discharge, design flow of 1.0 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 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 1.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0217476, Sewage, Edward L. Soloski, 301 South Jefferson Street, Kittanning, PA 16201. This application is for renewal of an NPDES permit to discharge treated sewage from the Audubon Estates Sewage Treatment Plant in East Franklin Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary to Glade Run, which are classified as a TSF 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 Buffalo Township Municipal Authority Freeport.
Outfall 001: existing discharge, design flow of 0.015 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) 4.0 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 0.03 0.07 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 Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0238708, Sewage, University of Pittsburgh, Livingston Road, 13142 Hartstown Road, Linesville, PA 16424. This proposed facility is located in South Shenango Township, Crawford County.
Description of Proposed Activity: a new treated minor discharge from a privately owned sewage treatment works.
For the purpose of evaluating effluent requirements for TDS, NO2--NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Shenango River and Greenville Municipal Water Authority located at River Mile 58.93, 18.24 miles below point of discharge.
The receiving stream, unnamed tributary to the Pymatuning Reservoir, is in watershed 20-A and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.00075 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitor and Report
CBOD5 10 20 Total Suspended Solids 20 40 Total Residual Chlorine 1.4 3.3 Fecal Coliform 200/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
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