NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 4732]
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 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
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES No.
(Type)Facility Name
& AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0057274 Michael and Antoinette Hughes
305 Auburn Drive
Downingtown, PA 19335Chester County
Upper Uwchlan TownshipUNT to Marsh Creek Y PA0052892 Donald F. Byrne
2201 N. Ridley Creek Road
Media, PA 19063-1968Delaware County
Upper Providence TownshipUNT to Ridley Creek
Y PA0055484 Herbert and Veronica Keating
25 Old Orchard Road
Chadds Ford, PA 19317Delaware County
Chadds Ford TownshipBrandywine River Y
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 ?PA0063703 Thomas E. Little
R. R. 4, Box 89A
Dalton, PA 18414
Benton Township
Lackawanna County04F--Unnamed tributary
to South Branch
Tunkhannock CreekY
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 ?PA0020478 Bloomfield Borough
P. O. Box 144
New Bloomfield, PA 17068
Perry County
Bloomfield BoroughUNT to Little Juniata Creek
7AY PA0081329 South Londonderry Township--Lawn
P. O. Box 3
Campbelltown, PA 17010-0003
Lebanon County
South Londonderry TownshipConewago Creek
7GY PA0082007
TransferKimberly Alexander Browell II
6827 Bedford Valley Road
Bedford, PA 15522
Bedford County
Cumberland Valley TownshipSandy Spring Run
13AY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0000345, Amendment No. 1, Industrial Waste, Pennsylvania-American Water Company, Clarion Filter Plant, Water Company Road, Clarion, PA 16214. This proposed facility is located in Clarion Township, Clarion County. This notice reflects changes to the notice published at 32 Pa.B. 3406 (July 13, 2002).
Description of Proposed Activity: treated discharge of industrial wastewater and stormwater at a potable water treatment facility.
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 Pennsylvania-American Water Company Clarion District and the Clarion River located at Clarion, 0.04 mile below point of discharge.
The receiving stream, Clarion River and an unnamed tributary to the Clarion River, is in watershed 17B and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.6125 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids 30.0 60.0 75.0 Total Aluminum 4.0 8.0 10.0 Total Iron 2.0 4.0 5.0 Total Manganese 1.0 2.0 2.5 Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0102661, Sewage, Department of Conservation and Natural Resources, Jamestown Boat Livery, Pymatuning State Park, 2660 Williamsfield Road, Jamestown, PA 16134. This proposed facility is located in West Springfield Township, Crawford County.
Description of Proposed Activity: Renewal of a treated minor discharge from a privately owned sewage treatment works.
The receiving stream, Shenango River (Pymatuning Reservoir), is in watershed 20-A and classified for WWF, 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 Greenville Municipal Authority intake on the Shenango River located at Greenville, approximately 12 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.007 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric average (10-1 to 4-30) 2,000/100ml as a geometric average Phosphorus (as P) 1 2 Total Residual Chlorine 1.5 3.5 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 002 based on a design flow of 0.002 mgd.
The EPA Waiver is in effect.
PA0004766, Industrial Waste, National Forge Company, One Front Street, Irvine, PA 16329-0258. This existing facility is located in Brokenstraw Township, Warren County. This is a redraft permit due to several permit limit changes.
Description of Proposed Activity: Discharge of treated sewage, treated industrial waste, noncontact cooling water, stormwater and domestic wastewater is in watershed 16-B and classified for CWF, 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 Emlenton Municipal Water Company on the Allegheny River located at Emlenton, approximately 78 miles below point of discharge.
The proposed effluent limits for Outfall 101 are based on a design flow of 0.031 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 1.9 5.7 XX XX 18.4 Lead 0.0113 0.0338 XX XX 0.11 Zinc 0.017 0.0508 XX XX 0.164 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 001 are based on a design flow of 1.3 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX Copper 0.17 0.35 0.016 0.032 0.041 Lead XX XX XX XX XX CBOD5 5.0 10.0 TSS 20.0 60.0 Fecal Coliform (5-1 to 9-30) *** (10-1 to 4-30) 65,000/100ml as a geometric average Total Residual Chlorine **** 1.0 3.3 Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and report.
***--Summer disinfection condition.
****--TRC effluent minimization condition.The EPA Waiver is in effect.
PA0006441, Industrial Waste, CSX Transportation, Inc., 500 Water Street--J275, Environmental Department, Jacksonville, FL 32202. This proposed facility is located in Bell Township, Jefferson County (1.5 miles east of Punxsutawney, PA and 1,000 feet south of SR 119).
Description of Proposed Activity: discharge of treated industrial waste and stormwater.
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 Allegheny River and the Kittanning District Pennsylvania-American Water Company located at Kittanning, 67 miles below point of discharge.
The receiving stream, Mahoning Creek, is in watershed 17-C and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0504 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 XX COD XX Total Iron XX Total Suspended Solids 30 60 Oil and Grease 15 30 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall Nos. 003--006 based on a design flow of n/a MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 XX COD XX Total Iron XX Total Suspended Solids XX Oil and Grease 15 30 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0051284, Amendment No. 1, Industrial Waste, Springfield Township, 50 Powell Road, Springfield, PA 19064. This application is for renewal of an NPDES permit to discharge treated leachate from the Springfield Township Landfill in Springfield Township, Delaware County. This is an existing discharge to unnamed tributary to Crum Creek.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.005 MGD, are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Total Dissolved Solids Monitor and Report pH Within limits of 6.0--9.0 Standard Units at all times Iron, Total 3.0 6.0 7.5 Iron, Dissolved 0.9 1.8 2.2 Color 100 Manganese 3.0 6.0 7.5 Magnesium Monitor and Report Other Conditions: Conditions for future permit modification.
The EPA Waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0012726, Industrial, SIC 3354, Alcoa Extrusions, Inc., 53 Pottsville Street, Cressona, PA 17929-0187. This proposed facility is located in Cressona Borough, Schuylkill County.
The receiving stream, West Branch Schuylkill River, is in the State Water Plan watershed #3A and is classified for CWF. The nearest downstream public water supply intake for Pottstown Borough Water Authority is located on Schuylkill River, 72 miles below the point of discharge.
Outfall 010--Process Wastewater
The proposed effluent limits based on a design flow of 0.100 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 250.0 526.0 Oil and Grease 15.0 30.0 30.0 Total Chromium 1.25 3.04 Total Cyanide 0.84 2.00 Total Zinc 4.21 10.00 Total Aluminum 22.03 42.27 Total PCBs Not Detectable pH 7.0 to 10.0 at all times. Outfall 002--Stormwater
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease Monitor Only Total PCBs Monitor Only Outfalls 007 and 009--Stormwater and Groundwater Infiltration
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15.0 30.0 Total PCBs Not Detectable pH 6.0 to 9.0 at all times Outfall 008--Noncontact Cooling Water and Stormwater
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15.0 30.0 Total PCBs Not Detectable pH 6.0 to 9.0 at all times Total PCBs is the sum of the individual analysis results on PCB 1242, 1254, 1221, 1232, 1248, 1260 and 1016 using EPA Method 608, or equivalent, as approved by the Department.
The EPA waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA0043541, Industrial Waste, SIC Code 3263, The Pfaltzgraff Company--Thomasville Complex, Bowman Road, P. O. Box 244, Thomasville, PA 17364. This facility is located in Jackson Township, York County.
Description of activity: The application is for the renewal of an NPDES permit for existing discharges of industrial waste, sewage, noncontact cooling water (NCCW) and stormwater.
The receiving stream, Honey Run, is in Watershed 7-F and classified for TSF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Supply Co. is located on the Susquehanna River, approximately 35 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limitations for Outfall 001 (industrial waste) based on an average flow of 0.077 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH (S.U.) XXX XXX From 6.0 to 9.0 inclusive Total Suspended Solids Monitor and Report 25 50 60 Total Phosphorus Monitor and Report 2.0 4.0 5.0 Total Boron 2.44 4.88 3.8 7.6 9.5 Total Mercury XXX XXX Monitor and Report Monitor and Report XXX Total Selenium XXX XXX Monitor and Report Monitor and Report XXX Total Thallium XXX XXX Monitor and Report Monitor and Report XXX Total Residual Chlorine XXX XXX XXX Monitor and Report XXX Oil and Grease XXX XXX 15 30 30 In addition, quarterly acute and chronic whole effluent toxicity monitoring is proposed.
The proposed effluent limitations for Outfall 002 (sewage) based on an average flow of 0.0035 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) pH (S.U.) From 6.0 to 9.0 inclusive Dissolved Oxygen Minimum of 5.0 mg/l at all times Total Suspended Solids 30 XXX 60 CBOD5 25 XXX 50 NH3-N (5-1 to 10-31) 3.5 XXX 7.0 (11-1 to 4-30) 10.5 XXX 21 Total Phosphorus 2.0 XXX 4.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,500/100 ml as a geometric average The proposed effluent limitations for Outfall 003 (NCCW) based on an average flow of 0.017 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH (S.U.) XXX XXX From 6.0 to 9.0 inclusive Temperature (°F) XXX XXX Monitor and Report One stormwater outfall (004) is identified in the permit, with proposed monitoring requirements for total suspended solids, BOD5, pH, oil and grease, total kjeldahl nitrogen, total phosphorus, total aluminum, total boron, total iron, total chromium, total copper, total lead and total zinc.
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. PA0246913, Industrial Waste Hydrostatic Test Discharge Water, PPL Gas Utilities Corporation, 555 Camargo Road, Quarryville, PA 17566. This facility is located in Bedford Township, Bedford County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated industrial waste.
The receiving stream, Shobers Run, is in Watershed 11-C and classified for HQ-CWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Saxton Municipal Water Authority is located on Juniata River, approximately 20 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum Duration Report Total Time Total Suspended Solids Report Average XXX 60 Oil and Grease Report Average XXX 30 Iron Report Average XXX 7.0 Total Residual Chlorine Report Average XXX 0.50 Dissolved Oxygen Report Average 5.0 Report Maximum 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. PA0043257, Sewage, SIC Code 4952, New Freedom Borough Authority, 49 East Main Street, New Freedom, PA 17349. This facility is located in Railroad Borough, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage from a sequencing batch reactor facility.
The receiving stream, South Branch Codorus Creek, is in Watershed 7-H and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake is York Water Company, located on the South Branch Codorus Creek, approximately 19 miles downstream. The discharge is not expected to affect the water supply.
The proposed final effluent limits for Outfall 001 based on a design flow of 2.3 MGD and decant rate of 7.2 MGD are:
Mass (lb/day) Concentration (mg/l) Average Average Maximum Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Monthly Weekly Daily Maximum pH (S.U.) XXX XXX XXX From 6.0 to 9.0 inclusive Dissolved Oxygen XXX XXX XXX Minimum of 5.0 mg/l at all times Total Residual Chlorine XXX XXX XXX 0.18 XXX XXX 0.5 Total Suspended Solids 575 863 XXX 30 45 XXX 60 CBOD5 288 422 XXX 15 22 XXX 30 NH3-N (5-1 to 10-31) 19 XXX XXX 1.0 XXX XXX 2.0 (11-1 to 4-30) 58 XXX XXX 3.0 XXX XXX 6.0 Total Phosphorus* 12.5 XXX XXX 1.0 XXX XXX 2.0 Total Nitrogen XXX XXX XXX XXX XXX Monitor XXX Fecal Coliform (5-1 to 9-30) XXX XXX XXX 200/100 ml as a geometric mean (10-1 to 4-30) XXX XXX XXX 2,000/100 ml as a geometric mean Total Aluminum ** 9.4 XXX 18.8 0.49 XXX 0.98 1.22 Total Copper 0.2 XXX 0.4 0.011 XXX 0.022 0.027 Total Zinc 1.8 XXX 3.6 0.095 XXX 0.19 0.237 Bis(2-ethylhexyl) phthalate 0.04 XXX 0.08 0.002 XXX 0.004 0.005 Dichlorobromo-methane 0.013 XXX 0.026 0.0007 XXX 0.0014 0.0017 * For total phosphorus, interim limits of 18.5 lbs/day (average monthly mass limit), 1.5 mg/l (average monthly concentration limit) and 3.0 mg/l (instantaneous maximum limit) are proposed for the first 3 years.
** For total aluminum, total copper, total zinc, bis(2-ethylhexyl)phthalate and dichlorobromomethane, interim monitoring requirements are proposed for the first 3 years.
In addition to the effluent limits, the permit contains the following major special conditions: quarterly whole effluent toxicity testing; implementation of pretreatment program; and post-equalization of effluent discharge.
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 not in effect.
PA0246964, CAFO, Kenneth R. Martin, 1397 Robert Fulton Highway, Quarryville, PA 17566. This proposed facility is located in East Drumore Township, Lancaster County.
Description of Proposed Activity: The Ken Martin Farm is an existing dairy, swine and poultry operation with a total AEUs of 1,046.45. An estimated quantity of total annual manure production is 18,670 tons. The operation consists of 105 dairy cows, 6,600 swine and 86,000 pullets. There are four manure storages located on this operation. The first swine barn was built in 1994 and contains an under-house manure storage system with a capacity of 629,920 gallons of manure. The second swine barn was built in 1998 and contains an under-house manure storage system with a capacity of 755,738 gallons of manure. Neither structure has a leak detection system around the barn. The earthen dairy lagoon has the storage capacity of 1 million gallons with 1.12 million gallons of dairy manure produced on the farm per year. There is no leak detection system around the perimeter of the manure storage. The poultry barn houses 437 tons of manure per year. All of the 1.12 million gallons of dairy liquid generated on the farm is used on the farm. Of the 3,256,000 gallons of swine manure generated on the farm, 440,000 gallons are used on the farm with 2,816,000 gallons exported. Of the 437 tons of pullet manure generated on the farm, all of the manure is used on the farm.
The receiving stream, West Branch Octoraro, is in the State Water Plan watershed 7-K and is classified for HQ-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.
PAG123565, CAFO, David Rosenberry, Gretna View Farms CAFO, 3709 North Colebrook Road, Manheim, PA 17545. This proposed facility is located in Mount Joy Township, Lancaster County.
Description of Proposed Activity: The Gretna View Farms is an existing poultry and steer operation with a total AEUs of 792.4. An estimated quantity of total annual manure production is 6,817 tons. The operation consists of 130,000 layer chickens and 400 steers. The steers are confined 100% of the time in two different barns. All steer manure is handled as a liquid. The slotted floor pit below steer barn one is 112 ft. x 50 ft. x 4 ft. with a useable storage of 146,000 gallons assuming 6 inches of freeboard. The round concrete manure storage associated with steer barn two is 60 ft. x 12 ft. with a useable storage of 232,000 gallons assuming 1 foot of freeboard. This storage also handles the lot runoff of the 100 ft. x 50 ft. concrete barnyard. The poultry manure is handled as a solid stored below the high-rise layer house. All of the 1,251,110 gallons of the steer manure generated on the farm is used on the farm. The poultry operation generates 2,163 tons of manure with all of the manure being exported from the farm.
The receiving stream, Little Chickies Creek, is in the State Water Plan watershed 7-G 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 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.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.NPDES PA0021687, Sewage, SIC 4952, Wellsboro Municipal Authority, 28 Crafton Street, Wellsboro, PA 16901. This proposed facility is located in the Wellsboro Borough, Tioga County.
Description of Proposed Activity: Renewal of Major NPDES Permit for the Wellsboro Municipal Authority Sewage Treatment Plant.
The receiving stream, Marsh Creek, is in State Water Plan watershed 9A and is classified for WWF. The nearest downstream public water supply intake, for the Pennsylvania-American Water Company at Milton, is located on the West Branch Susquehanna River 114 river miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an Annual Average Design Flow of 2.0 MGD:
Discharge Monthly Weekly Daily Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/L) Maximum (mg/l) CBOD5 20 30 40 Total Suspended Solids 30 45 60 Total Chlorine Residual 0.17 0.29 0.56 Ammonia-N (6-1 to 10-31) 1.5 3.0 (11-1 to 5-31) 4.5 9.0 Dissolved Oxygen 5.0 mg/L as a Minimum Fecal Coliforms (5-1 to 9-30) 200 col/100 mL as a Geometric Mean (10-1 to 4-30) 2,000 col/100mL as a Geometric Mean pH Within the range of 6.0 to 9.0 Combined Sewer Overflow Outfalls 002 and 003
* Monitor and Report
* Continue Implementing CSO Strategy
In addition to the effluent limits, the permit contains the following major special condition: management and controls of combined sewers overflows.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0219193, Industrial Waste, McHolme Builders, Inc., 315 Pay Days Drive, Elizabeth, PA 15037-9442. This application is for issuance of an NPDES permit to discharge treated stormwater from Hidden Brook Manor Residential Development in Peters Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Chartiers Creek and Brush Creek, classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is West View Water, located 28 miles below the discharge point.
Outfall 001: discharge of treated stormwater runoff and groundwater.
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, Total 3.0 6.0 Iron, Dissolved Monitor and Report Aluminum Monitor and Report Manganese 2.0 4.0 Mercury Monitor and Report Zinc Monitor and Report pH not less than 6.0 nor greater than 9.0 Other Conditions: Approval of an erosion and sedimentation control plan requirement to implement best management practices and to conduct visual inspections.
Outfall 002: new and stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30.0 60.0 Lead 0.2 0.42 pH not less than 6.0 nor greater than 9.0 Outfall 003: new and 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, Total 3.0 6.0 Iron, Dissolved Monitor and Report Aluminum Monitor and Report Manganese 2.0 4.0 Mercury Monitor and Report Zinc Monitor and Report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PAS236101, Industrial Waste, SIC, 2873, Dyno Nobel, Inc., 1320 Galiffa Drive, Donora, PA 15033. This application is for issuance of an NPDES permit to discharge stormwater from the Donora Plant in Donora Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River, 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 Pennsylvania-American Water Company, located at Elrama, approximately 10 miles below the discharge point.
Outfalls 001A, 004, 005 and 008: existing discharges.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Aluminum Monitor and Report Ammonia Nitrogen Monitor and Report Nitrate-Nitrite Monitor and Report Lead (T) Monitor and Report Iron (T) Monitor and Report Zinc (T) Monitor and Report pH Monitor and Report Special Condition for stormwater included in Part C.
The EPA waiver is in effect.
PA0093165, Sewage, Claysville-Donegal Joint Municipal Authority, 314 Main Street, P. O. Box 467, Claysville, PA 15323. This application is for renewal of an NPDES permit to discharge treated sewage from Claysville Water Pollution Control Plant in Donegal Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dutch Fork, which are classified as HQ-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 Bethany, WV Water Plant.
Outfall 001: existing discharge, design flow of 0.16 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 15 22.5 30 Suspended Solids 25 38 50 Ammonia Nitrogen (5-1 to 10-31) 1.5 2.3 3.0 (11-1 to 4-30) 4.0 6.0 8.0 Phosphorus 2 3 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 0.03 0.10 Dissolved Oxygen not less than 7.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0097411, Sewage, Glendale School District, 1466 Beaver Valley Road, Flinton, PA 16640-8900. This application is for renewal of an NPDES permit to discharge treated sewage from Glendale High School STP in White Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Dutch Run, which are classified as 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 Pennsylvania-American Water Company on West Branch Susquehanna River near Milton.
Outfall 001: existing discharge, design flow of 0.01 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) 2.5 5.0 (11-1 to 4-30) 6.0 12.0 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 0.15 0.35 Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0205869, Sewage, West Branch Sewer Authority, 900 Philadelphia Avenue, Northern Cambria, PA 15714. This application is for renewal of an NPDES permit to discharge treated sewage from West Branch Sewer Authority WWTP in Susquehanna Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as West Branch Susquehanna River, which are classified as 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 Pennsylvania-American Water Company--Milton Division.
Outfall 001: existing discharge, design flow of 0.9 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) 5,000/100 ml as a geometric mean
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.PAS808307, Industrial Waste, Flying J Travel Plaza, 246 Allegheny Blvd., Brookville, PA 15825. This proposed facility is located in Brookville Borough, Jefferson County.
Description of Proposed Activity: discharge of stormwater.
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 Redbank Creek and Hawthorn Borough located at Hawthorne, 18 miles below point of discharge.
The receiving stream, Clement Run, is in watershed 17C and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of n/a MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX Oil and Grease 15 30 Total Suspended Solids 30 60 The EPA waiver is in effect.
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