NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
ACTIONS
[32 Pa.B. 1230]
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 the 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
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 ?PA0020222 Terre Hill Borough
P. O. Box 250
Terre Hill, PA 17581
Lancaster County
East Earl Township7-J/Black Creek Y PA0081469 Loysburg Gap Mobile Home Park & Campground
Ross and Mildred Smith
P. O. Box 74
Loysburg, PA 16659-0074Bedford County
South Woodbury
Township11-D/Beaver Creek Y PA0081795 Williams Grove Associates/Williams Grove Mobile
Home Park
20 Erford Rd., Suite 215
Lemoyne, PA 17043Cumberland County
Monroe Township7-E/Yellow Breeches
CreekY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0010561
Industrial WasteFish and Boat Commission
450 Robinson Lane
Bellefonte, PA 16823-9620Centre County
Benner TownshipBald Eagle
(SWP 9C)Y PA0228486
SewageAllen J. Dormuth
P. O. Box 52
North Bend, PA 17760-0052
Clinton County
Chatham TownshipUNT to West Branch Susquehanna River
(SWP 9B)Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0092819, Sewage, Fair Winds Manor, Inc., 126 Ironbridge Road, Sarver, PA 16055. This proposed facility is located in Winfield Township, Butler County.
Description of Proposed Activity: Renewal of a treated minor discharge from a privately owned sewage treatment works.
The receiving stream, unnamed tributary to Buffalo Creek, is in watershed 18-F and classified for: high-quality 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 (PWS)) considered during the evaluation is the Allegheny River and New Kensington Municipal Authority located at River Mile 20.86, 21 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0175 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 10 20 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 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
Dissolved Oxygen minimum of 6 mg/l at all times
Total Residual Chlorine 0.3 0.6 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0101389, Sewage, Penncrest School District--Maplewood Elementary School STP, Arnold Drive, Townville, PA 16360. This proposed facility is located in Townville Borough, Crawford County.
Description of Proposed Activity: Renewal of a treated minor discharge from a privately owned sewage treatment works.
The receiving stream, Muddy Run, is in watershed 16-A and classified for: high-quality warm water, 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 French Creek and Cambridge Springs Waterworks located at River Mile 48.35, 15 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0469.
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 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 4,100/100 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.
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. PA0056561, Industrial Waste, Armstrong Engineering Associates, Inc., P. O. Box 566, West Chester, PA 19381-0566. This application is for renewal of an NPDES permit to discharge stormwater from Armstrong Engineering's--Romansville facility in West Bradford Township, Chester County. This is existing discharge to Broad Run/UNT to West Branch Brandywine Creek.
The receiving stream for Outfall 001 is classified for the following uses: exceptional value waters, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of stormwater event are as follows:
Parameter Maximum Daily (mg/l) COD Monitor/Report BOD5 Monitor/Report Total Suspended Solids Monitor/Report Oil and Grease Monitor/Report Total Phosphorus Monitor/Report pH Monitor/Report Total Kjeldahl Nitrogen Monitor/Report Iron (Dissolved) Monitor/Report Trichlorethylene Monitor/Report The receiving stream for Outfall 002 is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002, based on an average stormwater event are as follows:
Parameter Maximum Daily (mg/l) COD Monitor/Report BOD5 Monitor/Report Total Suspended Solids Monitor/Report Oil and Grease Monitor/Report Total Phosphorus Monitor/Report pH Monitor/Report Total Kjeldahl Nitrogen Monitor/Report Iron (Dissolved) Monitor/Report Trichlorethylene Monitor/Report Other Conditions:
The EPA Waiver is in effect.
Conditions for future permit modification.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA-0062120, Industrial, Pennsylvania-American Water Company, 20 East Union Street, Wilkes-Barre, PA 18701-1397. This proposed facility is located in South Abington Township, Lackawanna County.
Description of Proposed Activity: Renewal of NPDES Permit.
The receiving stream, Leggett's Creek, is in the State Water Plan watershed #5A, and is classified for: cold water fishery. The nearest downstream PWS intake for Danville Borough 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 0.220 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 2.0 4.0 1.1 2.2 Total Iron 2.0 4.0 Total Manganese 1.0 2.0 pH 6-9 Standard Units PA#0061336, Industrial, Pennsylvania-American Water Company, 20 East Union Street, Wilkes-Barre, PA 18701-1397. This proposed facility is located in Pittston Township, Luzerne County.
Description of Proposed Activity: Renewal of NPDES to discharge treated industrial wastewater. The receiving stream, Trout Creek, is in the State Water Plan watershed #5B and is classified for: high quality, cold water fishery. The nearest downstream PWS intake for Danville Water Supply is located on N. Branch Susquehanna River approx. 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .499 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum TSS 30 60 Total Iron 2 4 Total Manganese 1 2 Total Aluminum 3.7 7.4 .9 1.8 2.3 PA#0062634, Sewage, AWB Associates, P. O. Box 388, Lionville, PA 19353. This proposed facility is located in N. Manheim Township, Schuylkill County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage.
The receiving stream, unnamed tributary to Mahanoy Creek, is in the State Water Plan watershed #3A and is classified for: cold water fishery. The nearest downstream PWS intake for Pottstown Water Authority is located on Schuylkill River approximately 40 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .007 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Instantaneous (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1.2 2.8
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
PAG123543, CAFO, Marlin S. Harnish, 3421 Blue Rock Road, Lancaster, PA 17603. This proposed facility is located in Manor Township, Lancaster County.
Description of Proposed Activity: The Marlin Harnish farm is an existing family farm with a ten head beef cattle operation, they are proposing the construction of a new 36,000 wean to finish swine operation with a total AEUs of 501.4. An estimated quantity of total annual manure production is 7,582 tons. The operation's manure storage system was designed using a specific, engineer approved, concrete structure located under the animal living spaces below the barn. Approximately 900,000 gallons of manure can be stored in the structure until it can be properly applied and 1,826,990 gallons will be applied to neighboring farms and 54.75 tons (beef manure) applied at the farm.
The receiving stream, West Branch Little Conestoga Creek, is in the State Water Plan watershed 7J and is classified for: WWF.
The proposed effluent limits for the operation/activity include: except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and The Clean Stream Law constitutes compliance with the State narrative water quality standards.
PAG123545, CAFO, Hershey Ag, 138 Airport Road, Marietta, PA 17547-0068. The proposed facility is located in South Londonderry Township, Lebanon County.
Description of Proposed Activity: The Meadow Run Farm is an existing 1,800 head farrow to feeder swine operation with a total AEUs of 812.3 owned by Esbenshade Mills. This operation uses a two stage HDPE lined manure storage system with adequate storage to last greater than 6 months. The first stage, with approximately 750,000 gallons of storage, empties into the second stage with approximately 2.3 million gallons of storage capacity. The excess manure, 4,377,200 gallons, from this operation is exported to neighboring farms. The stage two manure is used on the land adjacent to the animal operation.
The receiving stream, Little Chickies Creek, is in the State water Plan watershed 7G and is classified for: WWF.
The proposed effluent limits for the operation/activity include: except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and The Clean Stream Law constitutes compliance with the State narrative water quality standards.
PAG123541, CAFO, John M. Hess, 502 West Lincoln Avenue, Lititz, PA 17543. The proposed facility is located in Warwick Township, Lancaster County.
Description of Proposed Activity: The John M. Hess family farm is an existing 926 head swine and 160 head steer operation with a total AEUs of 315. An estimated quantity of total annual manure production is 481,950 gallons of swine manure and 823 ton of steer manure. The farrow to wean barn has a shallow 18-inch deep pit below that is drained every 3 weeks into a storage lagoon. The finishing barn has a 6 foot pit below it with an overflow at 4 feet that drains into the lagoon. All of the swine manure is treated with a product called ''Waste-X.'' The steer manure is handled as a bedded pack. All the manure produced in this operation is land applied on the farm.
The receiving stream, Lititz Run Creek, is in the State water Plan watershed 7-J and is classified for: WWF.
The proposed effluent limits for the operation/activity include: except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and The Clean Stream Law constitutes compliance with the State narrative water quality standards.
Application No. PA 0043273, Sewage, Hollidaysburg Sewer Authority, 401 Blair Street, Hollidaysburg, PA 16648. This facility is located in Frankstown Township, Blair County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Frankstown Branch Juniata River, is in Watershed 11-A and classified for warm water fishes, water supply and recreation and fish consumption. The nearest downstream PWS intake for the United Water Company is located on the Susquehanna River, approximately 145 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 6.0 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 4 XXX 8 (11-1 to 4-30) 11 XXX 22 Total Copper 0.055 XXX 0.110 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) 5,000/100 ml as a geometric average
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.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0041602, Industrial Waste, SIC, 5171, Exxon Mobil Refining and Supply Company, 2760 Neville Road, Pittsburgh, PA 15225. This application is for renewal of an NPDES permit to discharge treated stormwater from a petroleum marketing terminal in Neville Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, the Ohio 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 is ARCO Chemical Company Beaver Valley Plant, located at Monaca, 23 miles below the discharge point.
Outfall 001: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Monitor and Report
Petroleum Hydrocarbons The EPA waiver is in effect.
PA0093882, Industrial Waste, SIC, 4111, Port Authority of Allegheny County, 1011 Lebanon Road, West Mifflin, PA 15122. This application is for renewal of an NPDES permit to discharge treated stormwater from West Mifflin Garage in West Mifflin Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributaries of Thompson Run and 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 is Pennsylvania-American Water Company, located at Becks Run, 11.7 miles below the discharge point.
Outfall 001: existing discharge, design flow of varied* 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 Oil and Grease 15 30 Iron 3.5 7.0 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 Flow (mgd) Monitor and Report
Total Suspended Solids 30 60 Oil and Grease 15 30 Iron 3.5 7.0 *Flow rate depends on amount of rainfall.
The EPA waiver is in effect.
PA0218416, Industrial Waste, SIC, 4922, Texas Eastern Transmission Corporation, 5400 Westheimer Court, Houston, TX 77056-5310. This application is for issuance of an NPDES permit to discharge treated process water and stormwater leachate from Armagh Compressor Station in West Wheatfield Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary to East Branch Richards Run, 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 is Saltsburg Municipal Waterworks, located at Conemaugh River, 5.22 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.012 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Total Polychlorinated 6.2 x 10-5 1.24 x 10-4 Biphenyls Compounds pH not less than 6.0 nor greater than 9.0 Other Conditions: See Item No. 6 in Part C of the NPDES Permit.
The EPA waiver is in effect.
PA0218936, Industrial Waste, SIC, 4911, AES Hoytdale, LLC, 1901 Butterfield Road, Suite 650, Downers Grove, IL 60515. This application is for issuance of an NPDES permit to discharge cooling water and stormwater from the AES Hoytdale Power Project in Big Beaver Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Beaver River and unnamed tributary to Beaver River, classified as a warm water fisheries with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Beaver Falls Municipal Authority, P. O. Box 400, Beaver Falls, PA 15010, 837 miles below the discharge point.
Outfall 001: new discharge, design flow of 1.78 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) 110 Total Residual Chlorine 0.5 1.25 Free Available Chlorine 0.2 0.5 Suspended Solids 30 100 Chromium 0.2 0.2 Copper 0.01 0.02 Lead 0.004 0.008 Zinc 1.0 1.0 Mercury 0.00021 0.00042 Silver 0.0058 0.0116 pH not less than 6.0 nor greater than 9.0 Outfall 002: new stormwater discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall is permitted to discharge uncontaminated stormwater runoff
from areas in and around the facility
The EPA waiver is in effect.
PA0001775, Sewage, McFadden Machine Company, Inc., 160 Hill Road, Blairsville, PA 15717. This application is for Renewal of an NPDES permit to discharge treated sewage from McFadden Machine Company STP in Blacklick Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Muddy 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 Saltsburg Municipal Waterworks.
Outfall 002: existing discharge, design flow of 0.0015 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) 6.4 12.8 (11-1 to 4-30) 19.2 38.4 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 8,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 4.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0038172, Sewage, Hempfield Township Municipal Authority, R. D. 6, P. O. Box 501, Greensburg, PA 15601. This application is for renewal of an NPDES permit to discharge treated sewage from Rolling Hills STP in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Andrews Run, which are classified as a trout stock 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 McKeesport Water Authority.
Outfall 001: existing discharge, design flow of 0.071 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) 1.5 2.2 3.0 (11-1 to 4-30) 3.0 4.5 6.0 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 0.5 1.2 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.
PA0217590, Sewage, Pechin Leasing Company, Inc., P. O. Box 340, Pechin Road, Dunbar, PA 15431. This application is for Renewal of an NPDES permit to discharge treated sewage from Denbo Marina STP in Centerville Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela River, 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--Brownsville.
Outfall 001: existing discharge, design flow of 0.0054 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 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.PA0238741, Sewage, Don W. Neff, 111 Beach Road, Chicora, PA 16025. This proposed facility is located in Concord Township, Butler County.
Description of Proposed Activity: a new NPDES permit for an existing discharge.
The receiving stream, unnamed tributary to Connoquenessing Creek, is in watershed 20-C and classified for: high quality warm water fish, 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 Butler District Pennsylvania-American Water Company (Lake Oneida) on the Connoquenessing Creek at 6.006 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 400 pgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform (5-1 to 9-30) 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.
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