NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 6196]
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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA-0062570
Sewage MunicipalCovington Township
Sewer Authority
Box 266
Moscow, PA 18444
Lackawanna
Covington TownshipRoaring Brook Creek
(Watershed 5A)Yes PA-0062065
Sewage NonmunicipalConnwest Freight
Systems, Inc.
3456 St. John Road
Lima, OH 45804-4019Luzerne
Dorrance TownshipBalliet Run
(watershed #5B)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 ?PA0086916 Gerald L. Wolfe
Wolfe's Auto Service
3063 Lebanon Road
Manheim, PA 17545-8941Lancaster County
Rapho TownshipDry swale of Shearer's Creek/7-G Y PA0246417 Harold E. Miller
State Line Sales, Inc.
2632 Robert Fulton Highway
Peach Bottom, PA 17563Lancaster County
Fulton TownshipUNT to Conowingo Creek/7-K Y PA0080209 Hoffman Homes, Inc.
815 Orphanage Road
Littlestown, PA 17340
Adams County
Mt. Joy TownshipLousey Run/13-D Y PA0084816 Sun Pipeline Co.
Montello Pump Station
1801 Market Street-15/10PC
Philadelphia, PA 19103
Berks County
Spring TownshipSwale to tributary of Cacoosing Creek/3-C Y PA0081787 Telco Developers Inc.
Gretna Spring MHP
5 Maple Ave.
Manheim, PA 17545Lebanon County
Cornwall TownshipChickies Creek/7G
Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0005622, Industrial Waste. Bessemer & Lake Erie Railroad, 471 Race Street, Greenville, PA 16125. This proposed facility is located in Hempfield Township, Mercer County.
Description of Proposed discharge of cleaning wastes and stormwater, is in watershed 20-A and classified for: warm water fishes, 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 Reynolds Water Company on Shenango River located at River Mile 55.7, approximately 2.8 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0003 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 30 60 Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 standard units at all times. Outfall 002 is for stormwater only.
XX--Monitor and report.
The EPA Waiver is in effect.
In addition to the effluent limits, the permit contains the following major special conditions.
Standard Storm Water Conditions.
PA0029114, Sewage. Clintonville Borough Sewer and Water Authority, P. O. Box 292, Clintonville, PA 16372. This proposed facility is located in Clintonville Borough, Venango County.
Description of Proposed Activity: renewal for an existing discharge.
The receiving stream, Scrubgrass Creek, is in watershed 16-G and classified for: Cold Water Fishery, 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 Emlenton Water Company on the Allegheny River located at river mile 90.0 and is located 21.0 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.06500.
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 (5-1 to 10-31) 11 22.0 (11-1 to 4-30) 33.0 66.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 9,900/100 ml as a geometric average
Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0033421, Sewage. Kamping and Recreational Enterprises, Inc., 1337 Butler Pike, Mercer, PA 16137. This proposed facility is located in Findley Township, Mercer County.
Description of Proposed Activity: renewal of a treated sewage discharge.
The receiving stream, unnamed tributary to Pine Run, is in watershed 20-A and classified for: Trout Stocked Fishery, 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 Beaver Falls Municipal Authority on the Beaver River located at river mile 3.8 and is located 31.5 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.00500 mgd.
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) 3.5 7.0 (11-1 to 4-30) 10.5 21.0 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 0.5 1.2 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0005045, Industrial Waste. The Cleveland Electric Illuminating Company--Seneca Generating Station, Kinzua Reservoir, P. O. Box 126, Warren, PA 16365. This proposed facility is located in Mead Township, Warren County.
Description of Proposed discharge: noncontact cooling water, miscellaneous wastewater and stormwater, is in watershed 16-B and classified for: warm water fishes, 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 Water Company on the Allegheny River located at Emlenton, approximately 104 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 5.49 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantantous Parameter Monthly Daily Monthly Daily Maximum Flow XX Total Residual Chlorine 0.26 0.8 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 002 are based on a design flow of 5.5 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Total Residual Chlorine 0.26 0.8 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 003 are based on a design flow of 0.033 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 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 are based on a design flow of 0.77 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Total Residual Chlorine 0.26 0.8 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 005 are based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This shall be uncontaminated stormwater runoff only. Refer to Special Condition C. The proposed effluent limits for Outfall 007 are based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This shall be uncontaminated stormwater runoff only. Refer to Special Condition C. The proposed effluent limits for Outfall 008 are based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This shall be uncontaminated stormwater runoff only. Refer to Special Condition C. XX--Monitor and report.
In addition to the effluent limits, the permit contains the following major special conditions:
1. DMR Reporting
2. Temperature Change
3. Effluent Chlorine Minimization
4. Storm Water Only Outfalls
The EPA Waiver is in effect.
PA0209945, Sewage. Widad Bazzoui SRSTP, 565 Minard Run Road, Bradford, PA 16701-3764. This proposed facility is located in Bradford Township, McKean County.
Description of Proposed Activity: renewal of treated sewage at a single residence.
The receiving stream, unnamed tributary to Minard Run, is in watershed 16-C and classified for: exceptional value (according to 1/13/01 version of Chapter 93), 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 public water supply by the State of New York which is located at 9.55 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.000400 GPD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform (all year) 200/100 ml as a geometric average Total Residual Chlorine Monitor and Report
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. PA0055875, Sewage, The Upper Hanover Authority, Pillsbury Road and State Street, P. O. Box 205, East Greenville, PA 18041.
This application is for renewal/expansion of an NPDES permit to discharge treated sewage from Macoby Creek Wastewater Treatment Plant in Upper Hanover Township, Montgomery County. This is an existing discharge to an unnamed tributary to Macoby Creek.
The receiving stream is classified for the following uses: trout stocking fishery, high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.075 MGD are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 15 20 Suspended Solids 10 15 20 Ammonia (as N) 3.0 6.0 Phosphorus (as P) (4-1 to 10-31) 1.0 2.0 Total Residual Chlorine (Years 1--3) Monitor/Report
Monitor/Report (Years 4--5) 0.1 0.4 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
The closest public drinking water intake is located 27 miles downstream on the Schuylkill River.
No. PA0011011, Industrial Waste, Plymouth Tube Company, P. O. Box 768, Warrenville, IL 60555-0768.
This application is for renewal of an NPDES permit to discharge treated groundwater from groundwater remediation system in Horsham Township, Montgomery County. This is an existing discharge to an unnamed tributary to Park Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 28,000 gpd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Dissolved Solids 500 1,000 1,500 Trichloroethylene 0.005 0.01 0.015 pH Within limits of 6.0--9.0 Standard Units at all times
NO2 and NO3 9 18 23 The proposed effluent limits for stormwater Outfall 002 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 Report
COD Report
Oil and Grease Report
pH Report Total Suspended Solids Report
Total Kjeldahl Nitrogen Report
Total Phosphorous Report
Iron (Dissolved) Report
The EPA Waiver is in effect.
No. PA0050407, Sewage, Bryn Mawr Rehabilitation Hospital, 414 Paoli Pike, Malvern, PA 19335.
This application is for renewal of an NPDES permit to discharge treated sewage from Bryn Mawr Rehabilitation Center STP in Willistown Township, Chester County. This is an existing discharge to tributary to Ridley Creek--3G Watershed.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.020 MGD are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 10.5 21.0 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 5.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times Other Conditions:
The EPA Waiver is in effect.
Conditions for future permit modification.
Effective disinfection.
No. PA0055476, Sewage, Chadds Ford Township Sewer Authority, P. O. Box 816, Chadds Ford, PA 19317.
This application is for renewal of an NPDES permit to discharge treated sewage from an STP in Chadds Ford Township, Delaware County. This is an existing discharge to UNT to Harvey's Run.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of .08 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 10 15 20 Suspended Solids 10 15 20 Ammonia (as N) (5-1 to 10-31) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.5 18.0 Total Residual Chlorine 0.12 0.28 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen Minimum 3 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times
Other Conditions:
The EPA Waiver is in effect.
No. PA0056537, Industrial Waste, Highway Materials, Inc., 680 Morehall Road, Malvern, PA 19355.
This application is for renewal of an NPDES permit to discharge stormwater from a hot mix asphalt plant in East Whiteland Township, Chester County. This is an existing discharge to UNT to Valley Creek.
The receiving stream is classified for the following uses: exceptional value waters, aquatic life, water supply and recreation.
The proposed effluent limits for Outfalls 001 and 002, based on an average flow of storm event are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 Monitor/Report
Monitor/Report
Suspended Solids Monitor/Report
Monitor/Report
Oil and Grease Monitor/Report
Monitor/Report Temperature Monitor/Report
Monitor/Report
pH Monitor/Report
Monitor/Report
COD Monitor/Report
Monitor/Report
Total Kjeldahl Nitrogen Monitor/Report
Monitor/Report
Total Phosphorous Monitor/Report
Monitor/Report Iron (Dissolved) Monitor/Report
Monitor/Report
Napthalene Monitor/Report
Monitor/Report Trichloroethylene Monitor/Report
Monitor/Report
Benzene Monitor/Report
Monitor/Report Other Conditions:
The EPA Waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA#0061841, Industrial, Pennsylvania American Water Company, 800 West Hersheypark Drive, P. O. Box 888, Hershey, PA 17033-0888. This proposed facility is located in Carbondale Township, Lackawanna County.
Description of Proposed Activity: Renewal of NPDES permit.
The receiving stream, Racket Brook, is in the State Water Plan watershed #5A and is classified for: cold water fishery. The nearest downstream public water supply intake for Danville Borough Water Authority is located on Susquehanna River over 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.182 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Total Suspended Solids 30.0 60.0 Total Aluminum 1.2 2.4 Total Iron 2.0 4.0 Total Manganese 1.0 2.0 pH 6--9 Standard Units
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.Application No. PA 0010502, Industrial Waste 3489, 3471 and 3483, Letterkenny Army Depot, One Overcash Avenue, Building 618, Chambersburg, PA 17201. This facility is located in Greene Township, Franklin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Rowe Run, is in Watershed 7-B and classified for cold water fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is located on Conodoguinet Creek, approximately 44.93 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 0.290 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Monitor and Report
XXX XXX XXX pH (S.U.) From 6.0 to 9.0 inclusive
25 Oil and Grease Monitor and Report
Monitor and Report
15 30 30 Total Suspended Solids 24 48 10 20 25 CBOD5 48 97 20 40 50 Total Phosphorus 4.8 9.7 2.0 4.0 5.0 Total Cadmium 0.007 0.014 0.003 0.006 0.0075 Total Chromium 1.93 3.87 0.80 1.6 2.0 Total Copper 0.097 0.19 0.040 0.080 0.10 Total Lead 0.034 0.068 0.014 0.028 0.035 Total Nickel 0.609 1.22 0.252 0.504 0.63 Total Silver 0.005 0.010 0.00022 0.00044 0.00055 Total Zinc 0.53 1.05 0.218 0.436 0.545 Interim Phenanthrene Monitor and Report
Monitor and Report
Monitor and Report
Monitor and Report
XXX Final Phenanthrene 0.0046 0.0092 0.0019 0.0038 0.0047 Total Toxic Organics XXX Monitor and Report
XXX 2.13 XXX In addition to the effluent limits, the permit contains the following major special conditions:
Part C requirements for toxics are briefly listed as:
1. Water quality based effluent goals for Phenanthrene.
2. Requirements to submit the first phase of a toxics reduction evaluation within 2 years of permit issuance.
3. Conditions for future permit modifications.
4. Procedures for granting time extensions to achieve final water quality based effluent limitations.
5. Procedures for demonstrating alternative site-specific bioassay based effluent limitations.
6. Procedures for demonstrating alternative method detection limits.
The proposed effluent limits for stormwater Outfall 004 are:
Monitor and Report concentrations of CBOD5, COD, TSS, Total Phosphorus, Total Kjeldahl Nitrogen, Dissolved Iron, Oil and Grease, pH, Total Cadmium, Total Chromium, Total Copper, Total Lead, Total Nickel, Total Silver, Total Zinc, Total Cyanide and TTO.
The receiving stream of an unnamed tributary to Conococheague Creek, is in Watershed 13-C and classified for cold water fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown, Maryland is located on the Potomac River. The discharge is not expected to affect the water supply.
The proposed effluent limits for stormwater Outfall 002 are:
Monitor and report concentrations of CBOD5, COD, TSS, Total Phosphorus, Total Kjeldahl Nitrogen, Dissolved Iron, Oil and Grease and pH.
The receiving stream of an unnamed tributary to Rocky Spring Branch, is in Watershed 13-C and classified for trout stocking fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown, Maryland is located on the Potomac River. The discharge is not expected to affect the water supply.
The proposed effluent limits for stormwater Outfall 005 are:
Monitor and report concentrations of CBOD5, COD, TSS, Total Phosphorus, Total Kjeldahl Nitrogen, Dissolved iron, Oil and Grease and pH.
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 not in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0043648, Industrial Waste, SIC, 1221, EME Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748.
This application is for Renewal of an NPDES permit to discharge treated process water, sewage and stormwater from a coal cleaning plant in Center Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Cherry Run, 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 Saltsburg Municipal Water Authority, located at Saltsburg, 30 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.29 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
TSS 35 70 Iron 3.5 7.0 Manganese 2.0 4.0 Selenium Monitor and Report
Sulfates Monitor and Report
pH not less than 6.0 nor greater than 9.0
Other Conditions: A toxics reduction evaluation for selenium is necessary.
Outfall 001: existing discharge, design flow of 0.29 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
TSS 35 70 Iron 3.5 7.0 Manganese 2.0 4.0 Selenium 0.013 0.026 Sulfates 674.0 1,348.0 pH not less than 6.0 nor greater than 9.0
Outfall 002: existing discharge, design flow of 0.002 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.
PA0031313, Sewage, Brownsville Area School District, 6353 National Pike, Grindstone, PA 15442.
This application is for renewal of an NPDES permit to discharge treated sewage from Colonial Elementary School Sewage Treatment Plant in Redstone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Colvin Run, 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: Pennsylvania American Water Company on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.0105 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) 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) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 3 mg/l
pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
PA0096512, Sewage, Mt. Morris Water and Sewer Authority, P. O. Box 340, Mt. Morris, PA 15349.
This application is for renewal of an NPDES permit to discharge treated sewage from Mt. Morris Wastewater Treatment Plant in Perry Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dunkard 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: Dunkard Valley Joint Municipal Authority.
Outfall 001: existing discharge, design flow of 0.1 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 7.0 10.5 14.0 (11-1 to 4-30) 21.0 31.5 42.0 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0020141, Sewage. Brookville Municipal Authority, Darrah Street, Brookville, PA 15825. This proposed facility is located in Brookville, Jefferson County.
Description of Proposed Activity: A Part I NPDES Permit for an existing discharge.
The receiving stream, Redbank Creek, is in watershed 17C and classified for: trout stock fishery (TSF), 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 Hawthorn Borough Water Company intake on Redbank Creek located at Hawthorn Borough, approximately 17 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 1.25 mgd.
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) 5.5 11.0 (11-1 to 4-30) 16.0 32.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 22,000/100 ml as a geometric average
Total Residual Chlorine (Final) 0.2 0.6 pH 6.0 to 9.0 standard units at all times
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