NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 5955]
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 below. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise below, 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
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 ?PA0050474 Warwick Drainage Company
St. Peters Village STP
Chester County
Warwick TownshipFrench Creek Yes PA0056979 Jonathan S. Kimmel
46 Tanguy Road
Glen Mills, PA 19342-1604
Delaware County
Thornbury TownshipUNT of Chester Creek
(aka Tanguy Run)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 ?PA0036145 Franklin County Career & Technology Center
2463 Loop Road
Chambersburg, PA 17201-8895Franklin Guilford
TownshipConococheague Creek/
13-CYes
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0056677, Sewage, Steve and Caroline Macri, 6768 Point Pleasant Pike, New Hope, PA 18938.
This application is for renewal of an NPDES permit to discharge treated sewage from the small flow sewage treatment plant in Plumstead Township, Bucks County. This is an existing discharge to unnamed tributary to Geddes Run.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Total Residual Chlorine Monitor/Report
Monitor/Report
Fecal Coliform 200 colonies/100 ml as a geometric average
pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA 0082082, Sewage, Jerry Millard Bolyard, 309 Bear Gap Road, Clearville, PA 15535-9110.
This facility is located in Southampton Township, Bedford County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Sand Spring Run, is in Watershed 13-A and classified for High Quality-Cold Water Fishes, water supply, recreation and fish consumption. The nearest downstream public water supply intake is located on the Potomac River in Hancock, MD. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0004 MGD are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Total Residual Chlorine Monitor & Report
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
Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0088617, SIC Code 4952, Sewage, Bratton Township Supervisors, 460 Mountain Lane, McVeytown, PA 17051.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Carlisle Run/Juniata River in Watershed 12-A, in Bratton Township, Mifflin County.
The receiving stream is classified for HQ-CWF, 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 Dauphin Consolidated Water located in Harrisburg. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.090 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Residual Chlorine 0.5 XXX 1.6 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 100,000/100 ml as a geometric average Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
PA 0088951, Industrial Waste, Speedway Oil Company, 1392 Ben Franklin Highway East, Douglassville, PA 19518.
This facility is located in Amity Township, Berks County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated industrial waste.
The receiving stream, Schuylkill River, is in Watershed 3-D and classified for warm water fishes, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Pottstown Water Authority is located on Schuylkill River, approximately 1.75 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0144 MGD are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH From 6.0 to 9.0 inclusive
Benzene 1.0 2.5 Toluene Monitor & Report
Monitor & Report
Ethyl-Benzene Monitor & Report
Monitor & Report Xylene, Total Monitor & Report
Monitor & Report
Cumene 5.0 12.5 Fluorene Monitor & Report Monitor & Report
Phenanthrene Monitor & Report
Monitor & Report
Naphthalene 4.0 10 Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA# 0029386, Sewage, SIC Code 4952, Moshannon Valley School District, RR#1 Box 314, Houtzdale, PA 16651.
This proposed facility is located in Bigler Township, Clearfield County.
Description of Proposed Activity: Discharge of treated sewage from the Village of Germania.
The receiving stream, Japling Run, is in the State Water Plan 8-C (Moshannon Creek Watershed) and is classified for: Cold Water Fishery. The nearest proposed downstream public water supply intake for PA-American Water Co. is located at Milton, 160 river miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.
(mg/L) (mg/L) (mg/L) (mg/L) Discharge Average Average Daily Instantaneous Parameter Minimum Monthly Weekly Maximum Maximum pH (Std Units) 6.0 9.0 CBOD5 25 50 TSS 30 60 TRC 1.0 2.3 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
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0001571, Industrial Waste, SIC, 4911, Orion Power MidWest LP, 2000 Cliff Mine Road, Suite 200, Pittsburgh, PA 15275-2008.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from a power generating station in Union Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, the 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 the Penn-American Water Company, located at Pittsburgh, 22 miles below the discharge point.
Outfall 001: existing discharge, design flow of 338 mgd. Interim Limits.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
TRC 0.2 Temperature Monitor and Report
Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, design flow of 338 MGD. Final Limits.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
TRC 0.2 Temperature Monitor and Report
Oil and Grease 15 30 Heat (BTU/day) January 1-January 31 1.4 x 1010 February 1-February 29 1.0 x 1010 March 1-March 31 2.1 x 1010 April 1-April 15 1.4 x 1010 April 16-April 30 5.5 x 1010 May 1-May 15 1.5 x 1010 May 16-May 30 4.5 x 1010 June 1-June 15 4.0 x 1010 June 16-June 30 3.6 x 1010 July 1-July 31 2.0 x 1010 August 1-August 31 2.3 x 1010 September 1-September 15 1.8 x 1010 September 16-September 30 2.0 x 1010 October 1-October 31 1.6 x 1010 November 1-November 15 1.2 x 1010 November 16-November 30 0.7 x 1010 December 1-December 31 0.7 x 1010 pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 3.75 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 pH not less than 6.0 nor greater than 9.0 Outfall 201: existing discharge, design flow of 0.01 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 * pH not less than 6.0 nor greater than 11.2 Outfall 301: existing discharge, design flow of 0.01 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 pH not less than 6.0 nor greater than 11.8
Outfall 401: existing discharge, design flow of 0.01 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 pH not less than 6.0 nor greater than 9.0 Outfall 501: existing discharge, design flow of 0.39 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
TSS 50 pH not less than 6.0 nor greater than 9.0 Outfall 601: existing discharge, design flow of 0.014 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 pH not less than 6.0 nor greater than 9.0 Outfall 701: existing discharge, design flow of 0.0036 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 pH not less than 6.0 nor greater than 11.2
Outfall 801: existing discharge, design flow of 0.5 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
Oil and Grease 15 20 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0022004, Industrial Waste, SIC, 2819, Flexsys America, L.P., 829 Route 481, Monongahela, PA 15063.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater and untreated stormwater from its Monongahela Plant in Carroll Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Pigeon 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 Pennsylvania American Water Company, located at Elrama, 8.3 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.027 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 10 20 30 60 Oil and Grease 3.34 10 Carbon Disulfide 0.33 0.66 1.0 2.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 001: existing discharge, design flow of 0.027 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from this outfall shall consist of
uncontaminated stormwater and sources monitored
at Internal Monitoring Point 101.Outfall 002: existing discharge, design flow of varied MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge via Outfall 002 shall consist of
uncontaminated stormwater runoff only.PA0204153, Industrial Waste, SIC 4911, Cambria Cogen Company, 243 Rubisch Road, Ebensburg, PA 15931.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater, untreated stormwater and pump recycle water from the Cambria Cogen Facility in Cambria Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Little Conemaugh River, classified as a cold 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 Saltsburg Municipal Water Works, located 57.5 miles below the discharge point.
Internal Monitoring Point 101: existing discharge, design flow of 0.248 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Total Suspended Solids 30 100 Oil and Grease 15 20 30 Chromium 0.2 0.2 Zinc 1.0 1.0 Temperature (°F) 110 Free Available Chlorine 0.2 0.5 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, design flow of 0.248 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge via this outfall shall consist of sources limited at
Internal Monitoring Point 101.
Outfall 002: existing discharge to North Branch of Little Conemaugh River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge shall consist of raw water (pump recycle
water from Wilmore Dam.Outfall 003: existing discharge, design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge via this outfall shall consist of
uncontaminated stormwater runoff only.The EPA waiver is in effect.
PA0216593, Industrial Waste, SIC, 4992, Texas Eastern Transmission Corporation, P. O. Box 1642, SP-335, Houston, TX 77251-1642.
This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Holbrook Compressor Station in Richhill Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, North Fork of Dunkard Fork Creek, classified as a trout stocked fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is N/A, located at N/A, N/A miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.023 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Polychlorinated Biphenyls (PCBs) 1.87 x 10-6 3.74 x 10-6 pH not less than 6.0 nor greater than 9.0 Other Conditions: The following water quality based limits are below the minimum detection level and are not quantifiable using EPA approved analytical methods. Thus, a special condition is included in the permit to address this issue. See Item No. 6 in Part C of the permit.
The EPA waiver is in effect.
PA0217255, Industrial Waste, SIC, 5541, Campbell's Ultra Service Center, 1111 Clay Pike, North Huntingdon, PA 15642.
This application is for renewal of an NPDES permit to discharge treated process water in North Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Tinker's Run, classified as a trout stocked 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 West View Water Authority, located at West View, 28.4 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.0216 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 60 Oil and Grease 15 30 Dissolved Iron 0.3 0.75 Benzene 0.001 0.0025 Ethyl Benzene Monitor and Report
Xylenes, Total Monitor and Report
Toluene Monitor and Report
BTEX 0.1 0.25 Naphthalene 0.01 0.025 MTBE Monitor and Report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0024864, Sewage, Ligonier Borough, Town Hall, 120 East Main Street, Ligonier, PA 15658.
This application is for renewal of an NPDES permit to discharge treated sewage from Ligonier Borough Sewage Treatment Plant in Ligonier Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Mill Creek, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Latrobe Municipal Authority.
Outfall 001: existing discharge, design flow of 0.9 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 22.5 30 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 5.0 7.5 10.0 (11-1 to 4-30) 15.0 22.5 30.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 4,000/100 ml as a geometric mean
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.
PA0038792, Sewage, Adams Township Municipal Authority, P. O. Box 265, Sidman, PA 15955-0265.
This application is for renewal of an NPDES permit to discharge treated sewage from Village of Mine 42 STP in Adams Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Paint Creek, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Saltsburg Municipal Water Works on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.0296 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) 3,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0097799, Sewage, Jerry F. Smith, 1001 Clubhouse Drive, Donegal, PA 15628.
This application is for renewal of an NPDES permit to discharge treated sewage from Laurel Highlands Campland STP in Donegal Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Minnow Run, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Westmoreland Municipal Authority .
Outfall 001: existing discharge, design flow of 0.043 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.5 7.0 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 (1st month--36th month) Monitor and Report
(37th month--expiration) .02 .05 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.
PA0217450, Sewage, Monica Meehan, 5390 West Pike Street, Export, PA 15632.
This application is for renewal of an NPDES permit to discharge treated sewage from Meehan Small Flow Sewage Treatment Plant in Salem Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Whitethorn Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Saltsburg Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.00124 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) 24.0 48.0 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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218944, Sewage, Franklin Fayette Sewer Authority, 353 Town and Country Road, Vanderbilt, PA 15486.
This application is for issuance of an NPDES permit to discharge treated sewage from Franklin Fayette Sewer Authority WWTF in Franklin Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Redstone Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Washington Township Municipal Authority.
Outfall 001: new discharge, design flow of 0.1 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0219045, Sewage, Apollo Ridge School District, Route 56 East, P. O. Box 219, Spring Church, PA 15686.
This application is for issuance of an NPDES permit to discharge treated sewage from Apollo Ridge School District Sewage Treatment Plant in Kiskiminetas Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Roaring Run, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Buffalo Township Municipal Authority located on the Allegheny River.
Outfall 001: new discharge, design flow of 0.0267 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 5.5 11.0 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
Dissolved Oxygen not less than 6 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0219061, Sewage, Blaine Township, 40 Main Street, P. O. Box 128, Taylorstown, PA 15365.
This application is for Issuance of an NPDES permit to discharge treated sewage from Blaine Township Wastewater Treatment Plant in Blaine Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Buffalo Creek, which are classified as a high-quality warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: City of Wheeling Water Supply Intake located on the Ohio River.
Outfall 001: new discharge, design flow of 0.035 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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
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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0238601, Sewage. Sutton Mobile Home Park, 129 Elgie Drive, Butler, PA 16001.
This proposed facility is located in Clay Township, Butler County.
Description of Proposed Activity: A Part I NPDES Permit for a new discharge.
The receiving stream, Unnamed tributary to Glade Run, is in watershed 20-C and classified for: cold 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 PWS) considered during the evaluation is the Salvation Army Camp Allegheny on Slippery Rock Creek located at approximately 33 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0125.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 7 14 (11-1 to 4-30) 21 42 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric average
(10-1 to 4-30) 6,500/100ml as a geometric average
Total Residual Chlorine 0.8 1.5 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
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