NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 801]
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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA-0021199
Sewage
Municipal
Beaver Meadows Borough
P. O. Box 215
Beaver Meadows, PA 18216
Carbon County
Banks Township
Beaver Creek
(Watershed #2B)
Yes
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0087840 JMH, Inc.
Premium Beverage Packagers
1090 Spring Street
Wyomissing, PA 19610
Berks County
Muhlenberg Township
3C Yes PA0029335 Pennsylvania Lions Beacon Lodge Camp
114 SR 103 South
Mount Union, PA 17066
Mifflin County
Wayne Township
12A/Sugar Valley Road Yes PA0031861 Zerbe Sisters Nursing Center Inc.
2499 Zerbe Road
Narvon, PA 17555
Caernarvon Township
Lancaster County
7J--UNT Conestoga River Yes PA0087343 Broad Top Township
Langondale STP
187 Municipal Road
P. O. Box 57
Defiance, PA 16633-0057
Bedford County
Broad Top Township
11-D/Sandy Run Yes PA0087335 Broad Top Township
Kearney Village STP
187 Municipal Road
P. O. Box 57
Defiance, PA 16633-0057
Bedford County
Broad Top Township
11-D/Longs Run Yes PA0087467 Oasis of Love Church
R. D. 1, Box 251-A1
Saxton, PA 16678
Huntingdon County
Carbon Township
11-D/House Run Yes PA0031631 Twin Valley School District
4851 N. Twin Valley Road
Elverson, PA 19520
Berks County
Caernarvon Township
7-J/East Branch Conestoga River Yes PA0085669 Centerport Borough Municipal Authority
P. O. Box 248
Centerport, PA 19516
Berks County
Centre Township
3-B/Irish Creek Yes PA0085006 Conoy Township--Bainbridge
211 Falmouth Road
Bainbridge, PA 17502-9428
Lancaster County
Conoy Township
7-G/Conoy Creek Yes PA0085022 Conoy Township--Falmouth
211 Falmouth Road
Bainbridge, PA 17502-9428
Lancaster County
Conoy Township
7-G/UNT Susquehanna River Yes PA0082953 Boyd E. Diller, Inc.
Diller Waste Transfer Station
6820 Wertzville Road
Enola, PA 17025
Cumberland County
Silver Spring Township
7-B/UNT Sears Run Yes PA0086878 Hamburg Municipal Authority
61 North 3rd Street
Hamburg, PA 19526
Berks County
Windsor Township
3-B/Furnace Creek Yes PA0084166 City of Lebanon Authority
400 S. 8th St.
Lebanon, PA 17042
Lebanon County
Swatara Township
7-D/UNT Swatara Creek Yes PA0054852 Western Berks Refuse Authority
455 Poplar Neck Road
Birdsboro, PA 19508
Berks County
Cumru Township
3-C/Schuylkill River Yes
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0009385
Industrial Waste
Con Agra Grocery Products Company
30 Marr Street
Milton, PA 17847
Northumberland
Milton Borough
Storm Sewer to West Branch Susquehanna River
10D
Y PA0039144
Industrial Waste
Fish and Boat Commission
96 State Route 244 East
Coudersport, PA 16915-9646
Potter
Oswayo Township
Oswayo
16-C
Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0048326, Industrial Waste, United Erie Division of Interstate Chemical Company, 438 Huron Street, Erie, PA 16502. This proposed facility is located in the City of Erie, Erie County.
Description of Proposed Activity: renewal for discharge of noncontact cooling water and boiler blowdown from a foundry resin and grease producer.
The receiving stream, Myrtle Street storm sewer, is in the Lake Erie watershed and classified for: warm water fishery, aquatic life, water supply and recreation. There is no potable water supply affected by this discharge.
The proposed effluent limits for Outfall 101 based on a design flow of 0.060 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor only Temperature Monitor only Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 standard units at all times. Outfalls 001, 002 and 003 (stormwater only)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor only Total Suspended Solids Monitor only Aluminum Monitor only Phosphorus Monitor only The EPA Waiver is in effect.
PA0002020, Industrial Waste, Motion Control Ind., Inc.--Carlisle Corporation, Gillis Avenue, Ridgway, PA 15853. This proposed facility is located in Ridgway Borough, Elk County.
Description of Proposed discharge of noncontact cooling water and stormwater, is in watershed 17-A and classified for: cold water fishery, 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 West Penn Water Company, Clarion District on the Clarion River located at Clarion Borough approximately 58.5 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.078 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Temperature (°F) XX 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 0.078 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Temperature (°F) XX 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 0.0785 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Temperature (°F) XX 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 0.162 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Temperature (°F) XX 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 0.029 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX pH XX XX--Monitor and report.
In addition to the effluent limits, the permit contains the following major special conditions.
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.
PA0013021, Industrial Waste, PQ Corporation, 1201 West Front Street, Chester, PA 19013. This application is for renewal of an NPDES permit to discharge industrial wastewater and stormwater from the PQ Corporation in the City of Chester, Delaware County.
The receiving streams are 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 0.025 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 Monitor/Report COD Monitor/Report Oil and Grease Monitor/Report pH Monitor/Report Total Suspended Solids Monitor/Report Total Kjeldahl Nitrogen Monitor/Report Total Phosphorus (as P) Monitor/Report Iron, Dissolved Monitor/Report Temperature 110° F The proposed effluent limits for Monitoring Point 101, based on an average flow of 0.001 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 1,000 1,750 2,500 Oil and Grease 15 30 pH (standard units) 6.0 (I-Min) 9.0 The proposed effluent limits for Monitoring Point 201, based on an average flow of 0.024 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 1,000 1,750 2,500 Oil and Grease 15 30 pH (standard units) 6.0 (I-Min) 9.0 The proposed effluent limits for Outfall 003, 004, 006 and 007, based on an average storm event are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 Monitor/Report COD Monitor/Report Oil and Grease Monitor/Report pH Monitor/Report Total Suspended Solids Monitor/Report Total Kjeldahl Nitrogen Monitor/Report Total Phosphorus (as P) Monitor/Report Iron, Dissolved Monitor/Report The EPA Waiver is in effect.
No. PA0058441, Sewage, Christian and Melanie Derstine, 2700 Old Bethlehem Road, Sellersville, PA 18960. This application is for issuance of an NPDES permit to discharge treated sewage from Derstine SRSTP in West Rockhill Township, Bucks County. This is a new discharge to an unnamed tributary to Tohickon Creek.
The first downstream potable water supply intake from the point of discharge is NWRA proposed intake in Plumstead Township.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total 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 Other Conditions:
The EPA Waiver is in effect.
No. PA0036374, Sewage, Eaglepointe Development Associates, 55 Country Club Drive, Suite 200, Downingtown, PA 19335-3062. This application is for renewal of an NPDES permit to discharge treated sewage from a nonmunicipal sewage treatment plant in Upper Uwchlan Township, Chester County. This is an existing discharge to an unnamed tributary to Marsh Creek.
The receiving stream is classified for the following uses: high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.015 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 0.5 1.0 (11-1 to 4-30) 1.5 3.0 Phosphorus (as P) 0.5 1.0 Total Residual Chlorine 0.14 0.34 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5 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. PA0020303, Sewage, Schwenksville Borough Authority, P. O. Box 458, 298 Main at Church Street, Schwenksville, PA 19473. This application is for renewal of an NPDES permit to discharge treated sewage from an existing sewage treatment plant in Schwenksville Borough, Montgomery County. This is an existing discharge to Perkiomen Creek.
The receiving stream is classified for the following uses: warm water fishery and migratory fishery.
The proposed effluent limits for Outfall 001, based on an average flow of 0.300 mgd are as follows:
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 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen Monitor Monitor pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA#0044270, Sewage, Keystone Mobile Home Park, P. O. Box 295, Birdsboro, PA 19508. This proposed facility is located in North Whitehall Township, Lehigh County. Description of Proposed Activity: renewal of NPDES permit.
The receiving stream, Lehigh River, is in the State Water Plan watershed #2C and is classified for: trout stocking fishery. The nearest downstream public water supply is the intake for Northampton Water Supply, located on the Lehigh River is approximately 20 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .0375 MGD.
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3--N (5-1 to 10-31) 20 40 Dissolved Oxygen A minimum of 5.0 mg/l at all times.
Fecal Coliform 200/100 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.Application No. PA 0086703, Industrial Waste, NGK Metals Corporation, 150 Tuckerton Road, Reading, PA 19612. This facility is located in Muhlenberg Township, Berks County.
Description of activity: The application is for an amendment of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Laurel Run, is in Watershed 3-C and classified for warm water fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Pottstown Borough is located on the Schuylkill River. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.36 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH XXX XXX 6.0 to 9.0 S.U. at all times Total Suspended Solids 90 80 30 60 75 Total Dissolved Solids 6,004 12,008 2,000 4,000 5,000 Osmotic Pressure XXX XXX XXX 129 mos/kg XXX Total Fluoride Monitor and Report Monitor and Report Monitor and Report Monitor and Report XXX Total Beryllium 0.081 0.162 0.027 0.054 0.067 Total Cadmium 0.009 0.018 0.003 0.006 0.007 Total Copper 0.039 0.078 0.013 0.026 0.032 Chromium, VI 0.099 0.198 0.033 0.066 0.082 1,1-Dichloroethylene Monitor and Report Monitor and Report Monitor and Report Monitor and Report XXX 1,1-Dichloroethylene Monitor and Report Monitor and Report 0.0008 0.002 0.002 1,1,1-Trichloroethane Monitor and Report Monitor and Report Monitor and Report XXX XXX 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.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0228214, Industrial Waste SIC 2086, Danone Waters of North America, 1 Aqua Penn Drive, P. O. Box 938, Milesburg, PA 16853. This proposed facility is located in Boggs Township, Centre County.
Description of Proposed Activity: This proposed action is for an amendment of an NPDES permit for a new discharge of industrial wastewater.
The receiving stream, Bald Eagle Creek, is in the State Water Plan watershed 9C and classified for: Trout Stocking (TSF). The nearest downstream public water supply intake for PA American Water Company is located on West Branch Susquehanna River is 66 miles below the point of discharge.
The proposed effluent limits for the existing Bottle Rinse Outfall 101 based on a design flow of 0.03 MGD.
Mass (lbs/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD5 5.5 12 22 49 61 TSS 9.0 29 36 117 146 Oil and Grease 3.8 7.5 15 30 pH Within the Range of 9.0 to 6.0 The proposed effluent limits for the new Reverse Osmosis Concentrate Outfall 102 based on a design flow of 0.027 MGD.
Mass (lbs/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum TSS 6.8 23 30 100 125 Oil and Grease 3.4 4.5 15 20 30 TDS Report Report pH Within the Range of 9.0 to 6.0
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0204897, Industrial Waste, SIC 4111, Port Authority of Allegheny County, Transit Division, 345 Sixth Avenue, 3rd Floor, Pittsburgh, PA 15222-2527. This application is for issuance of an NPDES permit to discharge treated stormwater from Collier Garage in Collier Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Chartiers 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 the West View Municipal Authority, located at Mile 4.9--Ohio River, 16.85 miles below the discharge point.
Outfall 001: existing discharge, design flow varies.
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 60 Oil and Grease 15 30 Iron 3.5 7.0 The EPA waiver is in effect.
PA0205443, Industrial Waste, SIC 1442, Hanson Aggregates PMA, Inc., 400 Industrial Boulevard, New Kensington, PA 15068. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Lower Burrell Land Plant in Lower Burrell Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny 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 Oakmont Borough, located at Oakmont, PA, 4.6 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.008 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 60 110 Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0026841, Sewage, Borough of Oakmont, Fifth Street and Virginia Avenue, P. O. Box 206, Oakmont, PA 15139-0206. This application is for renewal of an NPDES permit to discharge treated sewage from Oakmont Wastewater Treatment Plant in Oakmont Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny 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 Fox Chapel Water Authority.
Outfall 001: existing discharge, design flow of 1.2 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) 100,000/100 ml as a geometric mean
Total Residual Chlorine (1st month to 36th month) 1 3.3 (37th month to expiration) 0.5 1.6 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0030082, Sewage, Brownsville General Hospital, 125 Simpson Road, Brownsville, PA 15417. This application is for renewal of an NPDES permit to discharge treated sewage from Brownsville General Hospital STP in Redstone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary to Dunlap 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: existing discharge, design flow of 0.045 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 25 50 Ammonia Nitrogen (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 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 1.4 3.3 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0090018, Sewage, North Strabane Municipal Authority, 1929B Route 519 South, Canonsburg, PA 15317. This application is for Renewal of an NPDES permit to discharge treated sewage from Willowlake Sewage Treatment Plant in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Chartiers 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 West View Municipal Authority located on the Ohio River.
Outfall 001: existing discharge, design flow of 0.07 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 25 50 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 4.5 9.0 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 0.09 0.22 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0
Other Conditions: The following effluent limitations will apply if/when the treatment plant
receives flows exceeding 0.07 mgd but not exceeding 0.14 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 15 20 Suspended Solids 25 37.5 50 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 3.5 5.3 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 0.04 0.12 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.
PA0217581, Sewage, Louis Yemc, 350 Arona Road, New Stanton, PA 15672. This application is for Renewal of an NPDES permit to discharge treated sewage from Yemc New Stanton Mack Truck Dealership STP in South Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Hunters 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 Westmoreland County--McKeesport Municipal Authority.
Outfall 001: existing discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 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) 2,000/100 ml as a geometric mean
Total Residual Chlorine Monitor and Report
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.
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