NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 2939]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and the Pennsylvania 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 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. All Oil and Gas Related permit applications are listed under Section III. 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 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. 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 above 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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA-0043362 Union Lake Hotel, Inc.
R. R. 1, Box 74
Equinunk, PA 18471Wayne County
Manchester TownshipUnnamed tributary of Little Equinunk Creek (1-A) Yes
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 ?PA0083721 Paradise Homes
1124 Lake Road
Spring Grove, PA 17362-8813York County
Paradise TownshipBeaver Creek 7-F Yes PA0008087 Hershey Food Corporation
19 East Chocolate Avenue
Hershey, PA 17033-0819
Dauphin County
Derry TownshipSpring Creek 7-D Yes PA0022233 Arendtsville Municipal Authority
P. O. Box 43
Arendtsville, PA 17303-0043
Adams County
Arendtsville BoroughConewago Creek 7-F Yes PA0087378 Letterkenny Army Depot
1 Overcash Avenue
Building 618
Chambersburg, PA 17201-4150Franklin County
Greene TownshipSusquehanna River 7-B Yes
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 ?PA0008800
Industrial Waste
Westfield Tanning Company
360 Church Street
Westfield, PA 16950Tioga County
Westfield BoroughTioga Creek 4A Renewal
YesPA0209317 Oakridge Personal Care Home
R. R. #2 Box A-195
Mill Hall, PA 17751Clinton County
Colebrook TownshipTangascootack Creek
9BRenewal
Yes
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0000124, Industrial Waste. International Paper Company--Erie Mill, 1540 East Lake Road, Erie, PA 16533.
This proposed facility is located in the City of Erie, Erie County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge noncontact cooling water.
The receiving stream, Presque Isle Bay and Outer Erie Harbor, is in watershed 15 and classified for: warm water fishery, aquatic life, water supply and recreation. There is no potable water supply affected by this discharge.
The proposed effluent limits for Outfall 006 based on a design flow of 7.2 MGD.
Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.6 Stormwater See Part C, Condition No. 4
pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 007 based on a design flow of 12.2 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 010 based on a design flow of 0.9 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 012 based on a design flow of 0.15 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 013 based on a design flow of 0.007 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.2 pH Within limits of 6.0 to 9.0 standard units at all times.
The proposed effluent limits for Outfall 014 based on a design flow of 0.11 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.6 Stormwater See Part C, Condition No. 4
pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 015 based on a design flow of 0.003 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature 110°F Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 017 based on a design flow of 3.0 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30 60 Iron (total) 2 4 Aluminum (total) 4 8 Manganese (total) 1 2 Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 018 based on a design flow of 2.21 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The EPA Waiver is in effect.
PA0103209, Sewage. Wattsburg Area School District, P. O. Box 219, Wattsburg, PA 16442.
This proposed facility is located in Greene Township, Erie County.
Description of Proposed Activity: Renewal of sewage discharge permit
The receiving stream, unnamed tributary to LeBoeuf Creek, is in watershed 16A and classified for: TSF
The proposed effluent limits for Outfall 001 based on a design flow of 0.02955 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (05-01 to 10-31) 2.5 5.0 (11-01 to 04-30) 7.5 15.0 Dissolved Oxygen minimum of 5.0 mg/l at all times Total Residual Chlorine 0.21 1.2 Fecal Coliform (05-01 to 09-30) 200/100 ml as a geometric average
(10-01 to 04-30) 4,300/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0038814, Sewage. Ellport Borough Sewer Authority, 313 Burns Avenue, Ellwood City, PA 16177.
This proposed facility is located in Ellport Township, Lawrence County.
Description of Proposed Activity: a renewal for a treated sewage discharge to increase discharge flows.
The receiving stream, Connoquenessing Creek, is in watershed 20-C and classified for: warm water fishes, 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 (stream and Public Water Supplier) considered during the evaluation is the Beaver Falls Municipal Authority intake on the Beaver River located at Eastvale, approximately 11 miles below point of discharge.
The proposed interim effluent limits for Outfall 001 are based on a design flow 0.356 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (05-01 to 10-31) 22 44 Fecal Coliform (05-01 to 09-30) 200/100 ml as a geometric average
(10-01 to 04-30) 100,000/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0003026, Sewage. US Bronze Foundry and Machine, 18649 Meadville, PA 16335.
This proposed facility is located in Woodcock Township, Crawford County.
Description of Proposed Activity: renewal of an existing discharge of treated sewage and stormwater.
The receiving stream, French Creek (002, 005) and unnamed tributary to French Creek (003, 004), is in watershed 16D and classified for: Warm water fishes.
The proposed effluent limits for Outfall 005 based on a design flow of 0.007.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus (as P) 2.0 4.0 NH3-N (05-01 to 10-31) 14 28 Total Residual Chlorine 0.5 1.2 Fecal Coliform (05-01 to 09-30) 200/100 ml as a geometric average
(10-01 to 04-30) 7,000/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0210005, Sewage. Daniel W. Daliman, 608 Sharon-Bedford Road, West Middlesex, PA 16159-2623.
This proposed facility is located in Shenango Township, Mercer County.
Description of Proposed Activity: a new sewage discharge.
The receiving stream, unnamed tributary to Little Deer Creek, is in watershed 20-A and classified for: warm water fishes, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 400 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine Monitor and Report Fecal Coliform 200/100 ml as a geometric average pH 6.0 to 9.0 standard units at all times
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.
PA0012823, Industrial, PPL Martins Creek.
This proposed facility is located in Lower Mt. Bethel Township, Northampton County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage and industrial wastewater.
The receiving stream, Delaware River (1) and Oughoughton Creek (2), is in the State Water Plan watershed #1F and is classified for: (1) WWF, (2) CWF. The nearest downstream public water supply intake for (1) State Line or Delaware River is located on (1) Delaware River at point of discharge is zero miles below the point of discharge, (2) Delaware River 2 miles below point of discharge.
Outfall 010 (Sewage)
The proposed effluent limits based on a design flow of .024 MGD are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N 20 40 Dissolved Oxygen Minimum of 5 at all times.
Fecal Coliform 200/100 ml Geometric Average
Total Residual Chlorine 1.2 2.8 Outfall 011 (Stilling Pond)
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Suspended Solids Monitor & Report
Oil and Grease Monitor & Report
pH Monitor & Report Outfall 012
The proposed effluent limits based on a design flow of 76.81 MGD are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Residual Chlorine .2 pH 6 to 9 Standard Units at all times.
Temperature Monitor and Report Instream Temperatures
Monitoring Point 213
The proposed effluent limits based on a design flow of 5.82 MGD are:
Monthly Weekly Parameter Average (mg/l) Average (mg/l) Free Available Chlorine .2 .5 TSS 30 100 Oil and Grease 15 30 Monitoring Point 413
The proposed effluent limits based on a design flow of 2.52 MGD are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Suspended Solids 30 100 Oil and Grease 15 20 Free Available Chlorine 0.2 0.5 Outfall 013
The proposed limits based on a design flow of 8.3 MGD.
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Temperature Monitor and Report Instream Temperatures
pH 6 to 9 Standard Units at all times. Outfall 014
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Oil and Grease 15 20 30 pH 6 to 9 Standard Units at all times. Outfalls 015, 101, 102, 103--Stormwater.
The EPA waiver is not in effect.
PA0064106, Sewage, Benton-Nicholson Township Joint Sewer Authority, R. R. 2, Box 2272, Nicholson, PA 18446.
This proposed facility is located in Nicholson Township, Wyoming County.
Description of Proposed Activity: discharge of treated sewage from a new treatment plant.
The receiving stream, unnamed tributary to South Branch Tunkhannock Creek, is in the State Water Plan watershed #04F and is classified for: cold water fishery, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Danville Borough is located on Susquehanna River is 70 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.140.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Instantaneous (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 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 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 0.15 0.48 PA-0032166, Sewage, Delaware Valley School District, 276 Routes 6 and 209, Milford, PA 18337.
This proposed facility is located in Westfall Township, Pike County.
Description of Proposed Activity: Renewal of NPDES Permit to discharge treated sewage.
The receiving stream, Delaware River, is in the State Water Plan watershed #1D and is classified for: warm water migratory fishery. The nearest downstream public water supply intake for Stroudsburg/East Stroudsburg is located on Delaware River is approximately 40 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .018 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1st Month--24th Month Monitor and Report
Monitor and Report 25th Month through Expiration 1.2 2.8
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.Application No. PA 0008541, SIC Code 3585, Industrial Waste, York International, 631 South Richland Avenue, York, PA 17403.
This proposed facility is located in Spring Garden Township, York County.
Description of proposed activity: Renewal of NPDES permit for process wastewater, noncontact cooling water and stormwater discharges.
The receiving stream (Codorus Creek) is in Watershed 7-H and classified for warm water fishery.
The proposed effluent limits for Outfall 001 (process wastewater) based on a design flow of 0.086 MGD are:
Concentrations (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH 6.0 to 9.0 S.U. at all times TSS 31 60 75 Total Phosphorus 2.0 4.0 5.0 Total Cadmium 0.16 0.25 0.4 Total Chromium 1.7 2.8 4.2 Total Copper 0.75 1.5 1.9 Total Lead 0.43 0.69 1.1 Total Nickel 2.4 4.0 6.0 Total Silver 0.24 0.48 0.6 Total Zinc 1.5 2.6 3.8 Total Cyanide 0.65 1.2 1.6 Oil & Grease 15 XXX 30 Total Toxic Organics XXX 2.13 XXX Total Aluminum XXX Monitor & Report
XXX Trichloroethylene XXX Monitor & Report
XXX The proposed effluent limits for Outfalls 003, 005, 006 and 011 (noncontact cooling water) are:
Concentrations (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH 6.0 to 9.0 S.U. at all times
Discharge Temperature (°F) XXX Monitor & Report
XXX The proposed monitoring parameters for Outfalls 002, 004, 007, 008, 009 and 010 (stormwater outfalls) are Total Cadmium, Total Chromium, Total Copper, Total Lead, Total Nickel, Total Silver, Total Zinc, Total Cyanide, Total Toxic Organics, Total Suspended Solids, Oil and Grease, pH, Total Aluminum and Trichloroethylene.
Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0027189, SIC Code 4952, Sewage, Lower Allen Township Authority, 120 Limekiln Road, New Cumberland, PA 17070-2428.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Susquehanna River in Watershed 7-E, in Fairview Township, York County.
The receiving stream is classified for warm water fishes, 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 Wrightsville Water Supply Company located in Wrightsville Borough, York County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 6.25 MGD are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 XXX 50 Suspended Solids 30 45 XXX 60 NH3-N Monitor & Report
XXX XXX XXX Total Phosphorus 2.0 XXX XXX 4.0 Total Residual Chlorine 0.7 XXX XXX 1.8 Total Nitrogen XXX XXX Monitor & Report
XXX 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) 87,000/100 ml as a geometric average Outfall 002 is listed as an intermittent stormwater discharge with no monitoring.
Industrial pretreatment program implementation requirements are outlined in the permit.
Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PAG123517, CAFO, White Oak Mills-Blue Mountain Finishing Farm, 419 W. High Street, Elizabethtown, PA 17022-2189.
This proposed facility is located in Lurgan Township, Franklin County.
Description of Proposed Activity: Authorization to operate a 554.89 AEUs Swine Farm.
The receiving stream, Clippingers Creek, is in the State Water Plan watershed 7B/Conodoguinet Creek and is classified for: CWF.
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 permit 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.
PAG123516, CAFO, Hostetter Management Company--New Hope, P. O. Box 526, Ephrata, PA 17522.
This proposed facility is located in Fannett Township, Franklin County.
Description of Proposed Activity: Authorization to operate a 1319.9 AEUs Swine Farm.
The receiving stream, UNT to Doylestown Stream/Narrows Branch Tuscarora Creek, is in the State Water Plan watershed 12B/Tuscarora-Buffalo Creek and is classified for: CWF.
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 permit 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.
PAG123515, CAFO, Hostetter Management Company--Cedar Hill, 120 Harbold-Atland Road, Wellsville, PA 17365.
This proposed facility is located in Washington & Warrington Townships, York County.
Description of Proposed Activity: Authorization to operate a 1434.7 AEUs Swine Farm.
The receiving stream, Wolf Run/Doe Run/North Branch Bermudian Creek/Bermudian Creek/Conewago Creek, is in the State Water Plan watershed 7F/Conewago Creek and is classified for: WWF.
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 permit 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 Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0001996, Industrial Waste, SIC, 3312, Standard Steel, 500 North Walnut Street, Burnham, PA 17009.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from a steel factory in Latrobe Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Loyalhanna Creek, 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 Buffalo Township Municipal Authority, located at Freeport, 29 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.255 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
TSS 30 100 Oil and Grease 15 20 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 101: new discharge, design flow of 0.004 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
TSS 2.4 7.3 20 40 50 Lead 0.015 0.044 0.3 0.9 1.13 Zinc 0.022 0.066 0.45 1.35 1.7 pH not less than 6.0 nor greater than 9.0 Outfall 201: new discharge, design flow of 0.0017 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
TSS 20 41 Iron 0.51 1.23 Lead 0.12 0.15 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218502, Industrial Waste, SIC, 3273, U. S. Army Corps of Engineers, Pittsburgh District, 1000 Liberty Avenue, Pittsburgh, PA 15222-4186.
This application is for issuance of an NPDES permit to discharge treated process water, stormwater, untreated stormwater from the Charleroi Batch Plant in Charleroi, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela 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 Pennsylvania-American Water Company, located at Becks Run Water Treatment Plant, 18 miles below the discharge point.
Internal Monitoring Point 101: new discharge, design flow of 0.13 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 50.0 Total Dissolved Solids Monitor and Report
Oil and Grease 15.0 30.0 MBAS Monitor and Report
Aluminum 4.0 8.0 Iron 2.0 4.0 Manganese 1.0 2.0 pH not less than 6.0 nor greater than 9.0 Other Conditions: Approval of an Erosion and Sedimentation Control Plan
The EPA waiver is in effect.
Internal Monitoring Point 201: new discharge, design flow of 0.13 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of uncontaminated
stormwater runoff
pH not less than 6.0 nor greater than 9.0 Outfall 001: Interim stormwater discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 35.0 70.0 Iron 3.5 7.0 Aluminum 4.0 8.0 Manganese 2.0 4.0 pH not less than 6.0 nor greater than 9.0 Outfall 001: (Final)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of those sources
previously monitored at IMP 101 and IMP 201
pH not less than 6.0 nor greater than 9.0 Outfall 002: new stormwater discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of uncontaminated
stormwater runoff
pH not less than 6.0 nor greater than 9.0
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