NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[39 Pa.B. 1541]
[Saturday, March 28, 2009]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications 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 applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. 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.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
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 ? PA0063827 The Pines at West Penn, LLC
14 All Kings Drive
New Ringgold, PA 17960
West Penn Township
Schuylkill CountyUNT to Lizard Creek
CWF
2BY 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 ? PA0259888
(CAFO Transfer)Jonathon King Farm CAFO
252 Blanks Lane
Ickesburg, PA 17037Perry County
Northeast Madison TownshipUNT Bixler Run
7AY Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0239453
Intech Metals, Inc., d/b/a Intech P/M Stainless
P. O. Box 506
Ridgway, PA 15853-0506Ridgway Borough
Elk CountyElk Creek
17-AY PA0103942 American Carpatho-Russian Orthodox Greek Catholic Diocese of America
312 Garfield Street
Johnstown, PA 15906-2122Delaware Township
Mercer CountyShenango River
20-AY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
Application No. PA 0261203, Concentrated Animal Feeding Operation (CAFO), Lancaster Junction Farm, 999 South Colebrook Road, Manheim, PA 17545. Shady Brae Farms, Inc. has submitted an NPDES permit application for the Lancaster Junction Farm, a poultry layer operation located in Penn and East Hempfield Townships, Lancaster County. The CAFO is situated near Chickies Creek (Watershed 7-G), which is classified as a WWF. Currently the CAFO has a target animal population of approximately 569 animal equivalent units (AEUs) consisting of 170,000 laying hens but has proposed an expansion to 2,577 AEUs consisting of 770,000 laying hens. A release or discharge to waters of this Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue the NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit. The permit application and draft permit are on file at the Southcentral Regional Office of the Department.
Persons may make an appointment to review the Department's files by calling the file review coordinator at (717) 705-4732.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Application No. PA 0028720, Sewage, Reading Regional Airport Authority, 2501 Bernville Road, Reading, PA 19605. This facility is located in Bern Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Schuylkill River, is in Watershed 3-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Borough of Pottstown Water and Sewer Authority is located on the Schuylkill River, approximately 23 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.42 mgd are:
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 20 XXX 40 Total Residual Chlorine 0.5 XXX 1.6 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) 2,000/100 ml as a Geometric Average TDS 2,605 XXX 5,210 Oil and Grease 15 XXX 30
Schuylkill River TMDL Requirements
Concentration (mg/l) Mass (lbs) Monthly Monthly Annual Average Total PCBs Report XXX XXX Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0026051, Sewage, Chambersburg Borough, 100 South Second Street, Chambersburg, PA 17201. This facility is located in Chambersburg Borough, Franklin County.
Description of activity: The application is for amendment of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Conococheague Creek, is in Watershed 13-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown, MD is located on the Potomac River, approximately 43 miles downstream. The discharge is not expected to affect the water supply.
The proposed permit revises the interim milestone dates in the schedule for complying with the Chesapeake Bay nutrient cap loads. The final date for complying with the nutrient cap loads has not been changed.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0008303, Industrial Waste, SIC Code 3312, Arcelor Mittal Steelton, LLC, 215 Front Street, Steelton, PA 17113-2594. This facility is located in Steelton Borough, 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, Susquehanna River, is in Watershed 7-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Columbia Water Company located on the Susquehanna River, approximately 25.2 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 002 based on a design flow of 19.7 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH (Standard Units) From 6.0 to 9.0 inclusive Total Suspended Solids 30 60 Oil and Grease 10 15 Temperature 105° F The proposed effluent limits for IMP 102 based on a design flow of 6.7 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH (Standard Units) From 6.0 to 9.0 inclusive Total Suspended Solids 1,116 2,989 15 40 50 Oil and Grease 254 675 10 12.5 The proposed effluent limits for IMP 112 based on a design flow of 0.17 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH (Standard Units) Monitor and Report Total Suspended Solids Monitor and Report Oil and Grease Monitor and Report Total Lead 0.17 0.51 0.3 0.9 1.1 Total Zinc 0.25 0.76 0.45 1.35 1.68 The proposed effluent limits for IMP 122 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 (mgd) Monitor and Report pH (Standard Units) Monitor and Report Total Suspended Solids Monitor and Report Total Lead 0.16 0.49 0.3 0.9 1.1 Total Zinc 0.24 0.74 0.45 1.35 1.68 The proposed effluent limits for Stormwater Outfalls 001--006, 008 and 015 are:
Concentration (mg/l) Average Maximum Instantaneous Monthly Daily Maximum COD Monitor and Report Total Suspended Solids Monitor and Report Total Lead Monitor and Report Total Zinc Monitor and Report Total Iron Monitor and Report Oil and Grease Monitor and Report pH (Standard Units) Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
* Requirements applicable to stormwater.
* Controlling chemical additives usage rates.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
PA0203807, Industrial Waste, SIC 4941, Nanty Glo Water Authority, 872 Chestnut Street, Nanty Glo, PA 15943. This application is for renewal of an NPDES permit to discharge treated process water and untreated Finished Water Basin overflow and stormwater from the Nanty Glo Water Treatment Plant in Cambria Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Williams Run, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Saltsburg Municipal Water Works Conemaugh River Intake, located at Saltsburg, over 60 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.006 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Suspended Solids 30 60 Iron (Total) 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH (Standard Units) not less than 6.0 nor greater than 9.0 Other Conditions: Residual solids control, floating solids control, total residual chlorine conditions, chemical additives and sample finished water basin overflow.
The EPA waiver is in effect.
PA0204161, Sewage, Valley School of Ligonier, P. O. Box 616, Ligonier, PA 15658. This application is for renewal of an NPDES permit to discharge treated sewage from Valley School of Ligonier Sewage Treatment Plant in Ligonier Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Linn Run, which are classified as a HQ-CWF 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 Latrobe Municipal Water Authority on Loyalhanna Creek.
Outfall 001: existing discharge, design flow of 0.0031 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) 4.0 8.0 (11-1 to 4-30) 10.0 20.0 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 1.4 3.3 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218235, Sewage, Russell W. Smith, 101 Spruce Hill Lane, Fombell, PA 16123. This application is for renewal of an NPDES permit to discharge treated sewage from Smith Single-Residence Sewage Treatment Plant in Marion Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Connoquenessing Creek through a Storm Sewer and Catch Basin, 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 Beaver Falls Municipal Authority on the Beaver River.
Outfall 001: existing discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 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 Total Residual Chlorine Monitor and Report 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.
PA0000868, Industrial Waste, Wheatland Tube Co.--Council Avenue Plant, P. O. Box 608, Wheatland, PA 16161. This proposed facility is located in Wheatland Borough, Mercer County.
Description of Proposed Activity: an existing discharge of treated industrial waste, noncontact cooling water, stormwater and contaminated groundwater.
The receiving water is the Shenango River. The receiving stream is in State Water Plan 20-A and is classified for the following uses: WWF, aquatic life, water supply and recreation. The nearest downstream potable water supply, Western PA Water Company intake, is located on the Shenango River and is approximately 19 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 1.0 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 Standard Units at all times The proposed effluent limits for Suboutfall 101 based on a design flow of 1.0 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX XX Total Suspended Solids 519 1,264 XX XX 156 Oil and Grease 115 456 XX XX 30 Lead, Total 1.2 3.4 XX XX 0.4 Zinc, Total 1.8 4.9 XX XX 0.6 Iron Total 72 143 15.4 The proposed effluent limits for Suboutfall 201 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX The proposed effluent limits for Outfall 002 based on a design flow of n/a mgd.
The proposed effluent limits for Outfall 003 based on a design flow of n/a mgd.
The proposed effluent limits for Outfall 005 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX Total Iron XX XX Lead XX XX The proposed effluent limits for Suboutfall 104 based on a design flow of 0.001 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 Standard Units at all times The proposed effluent limits for Outfall 004 based on a design flow of 0.001 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX Iron, Total XX XX Lead XX XX The proposed effluent limits for Outfall 006 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX Iron, Total XX XX Lead XX XX The proposed effluent limits for Outfall 007 based on a design flow of 0.35 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX Iron, Total XX XX Lead XX XX Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 Standard Units at all times XX--Monitor and report.
The EPA waiver is not in effect.
PA0002666, Industrial Waste, Sonneborn, Inc., 575 Corporate Drive, Suite 415, Mahwah, NJ 07430-2330. This proposed facility is located in Fairview Township, Butler County.
Description of Proposed Activity: New NPDES Permit for an existing discharge of treated industrial waste, treated stormwater and untreated stormwater from a producer of surface active agents. This is a minor discharge.
The receiving water is South Bear Creek. The receiving stream is in State Water Plan 17-C and is classified for the following uses: WWF, aquatic life, water supply and recreation. The nearest downstream potable water supply, PA American Water Company, is located on the Allegheny River and is approximately 20.4 miles below the point of discharge.
The proposed effluent limits for Outfall 003 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease 15 30 Iron, Total XX Manganese XX Aluminum XX pH XX The proposed effluent limits for Outfall 007 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease 15 30 Iron, Total XX Manganese XX Aluminum XX Barium XX pH XX The proposed effluent limits for Outfall 010 based on a design flow of 0.472 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX XX CBOD5 (5-1 to 10-31) 46 91 13 26 32 (11-1 to 4-30) 91 182 26 52 65 TSS 175 350 50 150 150 Ammonia Nitrogen (5-1 to 10-31) 4.6 9.1 1.3 2.6 3.25 (11-1 to 4-30) 13.7 27.3 3.9 7.8 9.75 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 Shall be greater than 5 mg/l at all times Oil and Grease 52 105 15 30 50 Aluminum 2.3 4.6 XX XX Iron, Total 5.2 10.3 XX XX Manganese 4.0 8.0 1.0 2.0 2.5 Barium 11.7 23.4 3.4 6.7 8.3 Bis(2-Ethylhexyl) Phthalate 0.030 0.060 0.0085 0.017 0.021 Cadmium 0.0022 0.0045 0.00064 0.0013 0.0016 Chromium VI XX XX XX XX Free Cyanide XX XX XX XX pH Within limits of 6.0 to 9.0 Standard Units at all times Temperature Average Daily January 1 to 31 56° F February 1 to 29 49° F March 1 to 31 66° F April 1 to 15 81° F April 16 to 30 110° F May 1 to 15 97° F May 16 to 31 110° F June 1 to 15 105° F June 16 to 30 100° F July 1 to 31 96° F August 1 to 31 93° F September 1 to 15 91° F September 16 to 30 85° F October 1 to 15 87° F October 16 to 31 77° F November 1 to 15 76° F November 16 to 30 68° F December 1 to 31 59° F The proposed effluent limits for Outfall 021 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease 15 30 Iron, Total XX Manganese XX Aluminum XX pH XX The proposed effluent limits for Outfall 022 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease 15 30 Iron, Total XX Manganese XX Aluminum XX pH XX The proposed effluent limits for Outfall 023 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease 15 30 Iron, Total XX Manganese XX Aluminum XX pH XX The proposed effluent limits for Outfall 024 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease XX Iron, Total XX Manganese XX Aluminum XX pH XX The proposed effluent limits for Outfall 025 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX TSS XX Oil and Grease XX Iron, Total XX Manganese XX Aluminum XX pH XX The EPA waiver is not in effect.
PA0104019, Sewage, Veolia ES Solid Waste of PA, Inc., 6330 Route 219, Brockway, PA 15824. This proposed facility is located in Washington Township, Jefferson County.
Description of Proposed Activity: Renewal/transfer of an existing discharge of treated sewage and stormwater from industrial activities.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Hawthorn Area Water Atuhority located on Redbank Creek and is approximately 45 miles below point of discharge.
The receiving stream, a UNT to Wolf Run, is in Watershed 17-C and is classified for: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0002 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform 200/100 ml Total Residual Chlorine XX pH 6.0 to 9.0 Standard Units at all times The proposed effluent limits for Outfall 002 are based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 XX Total Suspended Solids XX Fecal Coliform XX XX--Monitor and Report on AMRs.
The EPA waiver is in effect.
PA0092819, Sewage, Fair Winds Manor LP, 126 Ironbridge Road, Sarver, PA 16055. This proposed facility is located in Winfield Township, Butler County.
Description of Proposed Activity: New permit replacing an expired minor permit.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the potable water supply is located on the Allegheny River (New Kensington Municipal Authority) at RMI 20.86 and is approximately 21 miles below point of discharge.
The receiving stream, the UNT to Buffalo Creek, is in Watershed 18-F and classified for: HQ-TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0175 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 10.0 20.0 Total Suspended Solids 10.0 20.0 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Nitrite-Nitrate Nitrogen 12.5 25 Phosphorus 1.0 2.0 Fecal Coliform (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 0.3 0.6 Dissolved Oxygen minimum of 6.0 mg/l at all times pH 6.0 to 9.0 Standard Units at all times XX--Monitor and Report on monthly DMRs.
The EPA waiver is in effect.
PA0100650, Sewage, Forrest Brooke MHC, LLC, Continental Communities, 2015 Spring Road, Suite 600, Oak Brook, IL 60523. This proposed facility is located in East Lackawannock Township, Mercer County.
Description of Proposed Activity: New NPDES Permit for a discharge of treated sewage from an existing facility. The previous permit expired due to ongoing compliance issues.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Sharpsville Municipal Authority intake located on the Shenango River, approximately 12 miles below the point of discharge.
The receiving stream, a UNT to Magargee Run, is in Watershed 20-A and is classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.072 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 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 Phosphorus as ''P'' 1 2 Fecal Coliform (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 0.37 0.87 Dissolved Oxygen minimum of 5 mg/l at all times pH 6.0 to 9.0 Standard Units at all times XX--Monitor and Report on monthly DMRs.
The EPA waiver is in effect.
PA0032531, Sewage, The Department of Conservation and Natural Resources, Moraine State Park, 225 Pleasant Valley Road, Portersville, PA 16051-9650. This proposed facility is located in Muddy Creek Township, Butler County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Salvation Army/Camp Allegheny intake is located on the Slippery Rock Creek and is approximately 14 miles below point of discharge.
The receiving stream, Muddy Creek, is in Watershed 20-C and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.225 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX XX CBOD5 (5-1 to 10-31) 28.1 15 30 (11-1 to 04-30) 47 25 50 Total Suspended Solids 56.3 30 60 NH3-N (5-1 to 10-31) 7.5 4 8 (11-1 to 4-30) 22.5 12 24 Fecal Coliform * (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 0.5 1.6 pH 6.0 to 9.0 Standard Units at all times XX--Monitor and Report on monthly DMRs.
* --Average monthly report on DMRs.
The EPA waiver is in effect.
PA0101931, Sewage, Jenks Township Municipal Authority, Marienville STP, P. O. Box 436, Marienville, PA 16239. This proposed facility is located in Jenks Township, Forest County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the PA American Water Company--Clarion located on the Clarion River and is approximately 36 miles below point of discharge.
The receiving stream, the West Branch Millstone Creek, is in Watershed 17-B and classified for: HQ-CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002 are based on a design flow of 0.583 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 (5-1 to 10-31) 48 72 10 15 20 (11-1 to 4-30) 96 144 20 30 40 Total Suspended Solids 78 156 16 24 32 NH3-N (5-1 to 10-31) 9.7 2 4 (11-1 to 4-30) 29.1 6 12 Fecal Coliform (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 0.25 0.82 Dissolved Oxygen minimum of 6 mg/l at all times pH 6.0 to 9.0 Standard Units at all times XX--Monitor and Report on monthly DMRs.
The EPA waiver is in effect.
PA0034215, Sewage, Mary Ann Parish, d/b/a White Haven Campground, 4007 Westford Road, Jamestown, PA 16134-6735. This proposed facility is located in South Shenango Township, Crawford County.
Description of Proposed Activity: New permit replacing expired permit.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Greenville Municipal Authority is located on the UNT to the Shenango River and is approximately 14 miles below point of discharge.
The receiving stream, the UNT to the Shenango River, is in Watershed 20-A and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus as ''P'' 1 2 Fecal Coliform (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 1.4 3.3 Dissolved Oxygen minimum of 3.0 mg/l at all times pH 6.0 to 9.0 Standard Units at all times XX--Monitor and Report on monthly DMRs.
The EPA waiver is in effect.
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