NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[33 Pa.B. 4693]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications 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 applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. 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 proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. 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.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after any public hearings are held.
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 Permit No. (Type) Facility Name and Address County and Municipality Stream Name (Watershed No.) EPA Waived
Y/N?PA0055107 East Marlborough Township
721 Unionville Road
Kennett Square, PA 19348
Chester County
East Marlborough Township
UNT to East Branch of Red Clay Creek Y PA0056073 Russell and Susan Vreeland
219 Valley Green Drive
Coatesville, PA 19320
Chester County
East Caln Township
Tributary of Rock Run Y PA0057487 Frontier Wood Products
Division of Jolly Gardner
500 E. Pumping Station Road
Quakertown, PA 18951
Bucks County
Richland Township
UNT to Tohickon Creek Y
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name (Watershed No.) EPA Waived
Y/N?PA0010201
IW
Columbia Water Company
220 Locust Street, P. O. Box 350
Columbia, PA 17512
Lancaster County
Columbia Borough
Susquehanna River
7-G
Y PA0031534
SEW
Chestnut Ridge School District
New Paris Elementary School
P. O. Box 80, 3281 Valley Road
Fishertown, PA 15539
Bedford County
Napier Township
Dunning Creek
11-C
Y PA0085405 Suzinn LLC
Baladerry Inn
40 Hospital Road
Gettysburg, PA 17325
Adams County
Cumberland Township
UNT Rock Creek
13-D
Y PA0080918 Rick Long
101 Speedwell Forge Road
Lititz, PA 17543
Lancaster County
Elizabeth Township
Kettle Run Creek
7-J
Y PA0085910 Beth Gainer
1050 Drager Road
Columbia, PA 17512
Lancaster County
Rapho Township
Little Chickies Creek
7-G
Y PA0081141 Locustwood Mobile Home Park
Box 251
Morgantown, PA 19543
Lancaster County
East Cocalico Township
UNT Little Cocalico Creek
7-J
Y
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name (Watershed No.) EPA Waived
Y/N?PA0113743 Grove Township
Crestline STP
P. O. Box 43
Sinnemahoning, PA 15861
Cameron County
Grove Township
Sinnemahoning Creek
8A
Y PA0114316 John and Sandra Erdley
175 Eagle Lane
Milmont, PA 17845
Hartley Township
Union County
Unnamed tributary to Penns Creek
6A
Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name (Watershed No.) EPA Waived
Y/N?PA0033073 Department of Transportation
Rest Area No. 26
Bureau of Design
P. O. Box 3060
Harrisburg, PA 17105-3060
Washington Township
Jefferson County
Fivemile Run Y PA0033049 Department of Transportation
Rest Area No. 25
Bureau of Design
P. O. Box 3060
Harrisburg, PA 17105-3060
Pine Creek Township
Jefferson County
Fivemile Run Y
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name (Watershed No.) EPA Waived
Y/N?PA0032999
Renewal
Department of Conservation and Natural Resources
Bureau of Facility Design and Construction
2808 Three Mile Run Road
Perkasie, PA 18944
Carbon County
Kidder Township
Hickory Run
2A
Y PA0029050 Pine Forest Camps, Inc.
151 Washington Lane
Jenkintown, PA 19046
Pike County
Lackawaxen Township
Greely Lake
1B
Y PA0029432 Department of Public Welfare
1401 N. Seventh Street
P. O. Box 2675
Harrisburg, PA 17105-2675
Lackawanna County
Newton Township
Falls Creek
4G
Y
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.
PA0055913 Amendment No. 1, Industrial Waste, SIC 2819, Corco Chemical Corporation, Tyburn Road and Cedar Lane, Fairless Hills, PA 19030. This proposed facility is in Falls Township, Bucks County.
Description of Proposed Activity: Groundwater remediation system and noncontact cooling water discharge.
The receiving stream, Corco Lake Nos. 1 and 2, is in the State Water Plan watershed 2E and is classified for WWF. The nearest downstream public water supply intake for Lower Bucks County Joint Municipal Authority is on the Delaware River, 3 miles below the point of discharge.
The proposed effluent limits for Outfall 002 are based on a design flow of 115,000 gallons per day.
Based on the effluent analysis report, the monitoring requirements for aluminum and zinc are removed from the Outfall 002.
In addition to the effluent limits, the permit contains the following major special conditions: groundwater monitoring; and test methods.
PA0050016, Industrial Waste, SIC 3082, Markel Corporation, 435 School Lane, Plymouth Meeting, PA 19462. This proposed facility is in Plymouth Township, Montgomery County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 60,000 gpd of contact and noncontact cooling water.
The receiving stream, Diamond Run, is in the State Water Plan watershed 3F and is classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the City of Philadelphia is on the Schuylkill River, 10.9 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 60,000 gpd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum mg/l BOD5 * * * 13 * * * Monitor and Report * * * Suspended Solids * * * 10 * * * Monitor and Report * * * Temperature * * * * * * * * * * * * 110°F pH within limits of 6.0--9.0 standard units at all times
Oil and Grease * * * 7.5 15 * * * 30 Bis(2-Ethylhexyl) Phthalate * * * * * * * * * Monitor and Report * * * In addition to the effluent limits, the permit contains the following major special conditions: DMR to the Department; small stream discharge; no chemical additives; required test methods; change in ownership; and additional submission for TMDL analysis.
The EPA waiver is in effect
PA0056014, Industrial Waste, AMETEK, U. S. Gauge Division, Plant 2, 900 Clymer Avenue, Sellersville, PA 18960. SIC 3823. This application is for renewal of an NPDES permit to discharge treated groundwater from a groundwater remediation system serving AMETEK U. S. Gauge, Plant 2 in Sellersville Borough, Bucks County. This is an existing discharge to a dry swale to East Branch Perkiomen Creek.
East Branch Perkiomen Creek is classified for TSF, aquatic life, water supply and recreation. The State Water Plan Watershed is 3E, Perkiomen. The nearest downstream public water supply intake for the Audubon Water Company is on the Perkiomen Creek, approximately 18 miles below the point of discharge.
The proposed effluent limits for Outfall 001, based on an average flow of 0.108, are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Cis-1,2,-Dichloroethylene 0.07 0.14 0.2 1,1 Dichloroethylene 0.007 0.014 0.018 Tetrachloroethylene 0.001 0.002 0.0025 1,1,1 Trichloroethane 0.08 0.16 0.2 Trichloroethylene 0.005 0.01 0.013 pH within limits of 6.0--9.0 standard units at all times Major Permit Conditions:
1. Discharge is directed to a dry stream. If effluent creates a health hazard or nuisance, the permittee may be required to provide additional treatment as required by the Department.
2. No discharge of stripper tower cleaning wastewaters are permitted to waters of this Commonwealth.
3. The permittee shall monitor the groundwater quality in accordance with the Final Administrative Order of Consent.
The EPA waiver is in effect.
PA0013391, Industrial Waste, Tuscan/Lehigh Valley Dairies, Inc., 880 Allentown Road, Lansdale, PA 19446. This application is for issuance of an NPDES permit to discharge cooling water and stormwater from the Dairy Processing Plant, 880 Allentown Road, Lansdale, PA 19446 in Upper Gwynedd, Montgomery County. This is an existing discharge to an unnamed tributary to Towamencin Creek.
The receiving stream is classified for TSF, HQ TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an effluent discharge of 0.065 MGD and stormwater runoff from building roofs and parking areas are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Minimum CBOD5 Monitor and Report Total Suspended Solids Monitor and Report Oil and Grease Monitor and Report pH within limits of 6.0--9.0 standard units at all times Total Kjeldahl Nitrogen Monitor and Report Iron (Dissolved) Monitor and Report COD Monitor and Report Total Phosphorus Monitor and Report Total Residual Chlorine 0.2 mg/l Copper, Total Monitor and Report 1,1 Dichlorethylene 0.00023 0.00046 0.00058 Tetrachloethylene 0.0026 0.0052 0.0065 Trichloroethylene 0.0113 0.0226 0.0283 Temperature 110°F Outfalls 002--004 receive stormwater from grassy/gravel areas, parking areas and building roofs and shall be monitored once per 6 months for CBOD5, total kjeldahl nitrogen and total phosphorus.
PA0024180, Sewage, Berks-Montgomery Municipal Authority, 136 Municipal Drive, Gilbertsville, PA 19525-0370. This application is for renewal of an NPDES permit to discharge treated sewage from the Berks-Montgomery Swamp Creek Sewage treatment plant in Douglass Township, Montgomery County. This is an existing discharge to Swamp Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation. Swamp Creek is in State Water Plan Watershed 3E (Perkiomen). The nearest downstream public water supply intake for the Audubon Water Company is on the Perkiomen Creek, approximately 19 miles below the point of discharge.
The present effluent limits for Outfall 001, based on an average flow of 1.9 MGD, are applicable through completion of plant expansion, 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 Total Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 1.8 3.6 (11-1 to 4-30) 5.4 10.8 (7-1 to 10-31) Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual Chlorine 0.08 0.25 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
Aluminum, Total Monitor and Report Monitor and Report Copper, Total Monitor and Report Monitor and Report Cyanide, Free Monitor and Report Monitor and Report BIS (2-Ethylhexyl) Phthalate Monitor and Report Monitor and Report Major Conditions:
1. Discharge is directed to a small stream, which affords a limited dilution potential. If the effluent creates a health hazard or nuisance, the permittee shall upon notice from the Department, provide additional treatment as may be required by the Department.
2. The permittee shall conduct whole effluent toxicity testing within 180 days after completion of plant expansion.
3. UV disinfection shall be utilized after completion of plant expansion.
The proposed effluent limits for Outfall 001, based on an average flow of 2.3 MGD, will be applicable after completion of plant expansion, are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 1.8 3.6 (11-1 to 4-30) 5.4 10.8 (7-1 to 10-31) Phosphorus (as P) (4-01 to 10-31) 2.0 4.0 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 Aluminum, Total Monitor and Report Monitor and Report Copper, Total Monitor and Report Monitor and Report Lead, Total Monitor and Report Monitor and Report BIS (2-Ethylhexyl) Phthalate Monitor and Report Monitor and Report The EPA waiver is in effect.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0002488, Industrial Waste, SIC, 4911, Pennsylvania Power Company, P. O. Box 128, Shippingport, PA 15077-0128. This application is for renewal of an NPDES permit to discharge untreated stormwater and miscellaneous water from washing of gravel from its borrow pit in Georgetown Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is in Steubenville, OH, 24 miles below the discharge point.
Outfall 001: existing discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
Suspended Solids 30 60 pH not less than 6.0 nor greater than 9.0 Other Conditions: The outfall from this facility is currently capped and there is no discharge from the borrow pit.
The EPA waiver is in effect.
PA0002941, Industrial Waste, SIC, 4911, Allegheny Energy Supply Company, LLC, 4350 Northern Pike, Monroeville, PA 15146. This application is for renewal of an NPDES permit to discharge treated process water, sewage, stormwater, leachate and untreated cooling water and stormwater from Hatfield's Ferry Power Station in Monongahela Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, of Monongahela River (Outfalls 001--006, 009, 010 and 013) and Little Whiteley Creek (Outfall 007), both classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Dunkard Valley Joint Municipal Authority, in Greensburg, PA, 6.46 miles below the discharge point.
Outfall 001: existing discharge, flow of 0.0023 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.0023 CBOD5 25 50 TSS 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 Outfall 102: existing (emergency overflow) discharge.
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 Internal Monitoring Point 202: existing discharge, design flow of 0.0004 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.0004 CBOD5 25 50 TSS 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 Internal Monitoring Point 302: existing emergency overflow discharge to Outfall 002.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
TSS 50 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge, design flow of 3.2 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
Free available chlorine 0.2 0.5 Temperature (°F) 110 Chromium 1.0 1.0 Zinc 0.2 0.2 pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 003: existing discharge, design flow of 6.00 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist of intake traveling screen backwash only. Debris collection from the intake traveling screens shall not be returned to the waterways. Outfall 004: existing emergency overflow discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
Suspended solids 50 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.43 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist of strainer backwash only. Debris collection from the strainer shall not be returned to the waterway. Internal Monitoring Point 106: existing discharge to Outfall 006.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
Suspended Solids 30 100 Oil and Grease 15 20 30 Iron 1.0 1.0 Copper 1.0 1.0 pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge, design flow of 2.853 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Suspended Solids 30 100 Oil and Grease 15 20 30 pH not less than 6.0 nor greater than 9.0 Outfall 007: existing discharge, design flow of 0.083 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report
Suspended Solids 30 100 Aluminum 0.6 1.2 Iron 1.8 3.6 Manganese 1.2 2.4 Thallium 2.1 4.2 pH not less than 6.0 nor greater than 9.0 Outfall 009: stormwater runoff from plant access road and ash haul road.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids Monitor and Report
Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report Outfall 010: existing stormwater runoff from hillside.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids Monitor and Report
Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report Outfall 013: existing stormwater runoff from plant area (parking area and building roofs).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids Monitor and Report
Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report Internal Monitoring Point 502: existing stormwater runoff.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge from these outfalls shall only consist of uncontaminated stormwater runoff. Other Conditions: Outfalls 008, 011 and 012 have been eliminated.
The EPA waiver is not in effect.
PA0025950-A1, Sewage, Municipal Authority of the City of Monongahela, 521 West Main Street, Monongahela, PA 15063. This application is for amendment of an NPDES permit to discharge treated sewage from the City of Monongahela STP in Monongahela, Washington County.
Outfalls SW-1--SW-5 are added to the permit for discharge to the receiving waters known as an unnamed tributary and Dry Run and serve as stormwater discharges from areas in and around the treatment plant. Refer to Part C--Requirements Applicable to Stormwater Outfalls.
PA0090620, Sewage, White Township Municipal Authority, 950 Indian Springs Road, Indiana, PA 15701-3506. This application is for renewal of an NPDES permit to discharge treated sewage from Morganti STP in White Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Two Lick Creek, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the PENELEC Homer City Station on Two Lick Creek.
Outfall 001: existing discharge, design flow of 0.05435 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) 3.6 7.2 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 0.06 0.12 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.
PA0093726, Sewage, Armstrong School District, 410 Main Street, Ford City, PA 16226-1698. This application is for renewal of an NPDES permit to discharge treated sewage from the Kittanning Township Elementary School STP in Kittanning Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Rupp Run, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Pennsylvania American Water Company, Kittanning Station.
Outfall 001: existing discharge, design flow of 0.007 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 15 30 Suspended Solids 25 50 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 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0095150, Sewage, Fred M. Junko, Jr., P. O. Box 906, Uniontown, PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from Pine Top Estates Mobile Home Park II in Forward Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela River, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Pennsylvania American Water Company--Pittsburgh, Monongahela River Aldrich.
Outfall 001: existing discharge, design flow of 0.028 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.
PA0096911, Sewage, R & M Manufacturing, Sales and Service, Inc., P. O. Box 750, Waynesburg, PA 15370. This application is for renewal of an NPDES permit to discharge treated sewage from R & M Manufacturing Sales and Service STP in Whiteley Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dyers Fork, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Masontown Borough Water Works on Monongahela River.
Outfall 001: existing discharge, design flow of .0006 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.
PA0098621, Sewage, Interstate R. V. Center, Inc., Jerry Seaman, President, Box 161, Claysville, PA 15323. This application is for renewal of an NPDES permit to discharge treated sewage from Interstate R. V. Center, Inc. STP in Donegal Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dutch Fork, which are classified as a HQ WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is at least 12 miles downstream in West Virginia.
Outfall 001: existing discharge, design flow of 0.005 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) 2.0 4.0 (11-1 to 4-30) 3.0 6.0 Phosphorus 1 2 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 6 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0204960, Sewage, Briselli, Incorporated, Cecil-Hendersonville Road, P. O. Box 35A, Hendersonville, PA 15339. This application is for renewal of an NPDES permit to discharge treated sewage from Big Jim's Roadhouse STP in Cecil Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as McPherson Creek, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the West View Municipal Authority.
Outfall 001: existing discharge, design flow of 0.002 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 20 40 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 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 5 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217913, Sewage, William J. McIntire, P. O. Box 171, Shelocta, PA 15774. This application is for renewal of an NPDES permit to discharge treated sewage from Urling Mines 1 and 2, Urling Main Portal in Armstrong Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Anthony Run, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Buffalo Municipal Authority.
Outfall 002: existing discharge, design flow of .023 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) 13 26 (11-1 to 4-30) Monitor and Report
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 10,000/100 ml as a geometric mean
Total Residual Chlorine 2.3 4.6 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217981, Sewage, Richard W. and Kathryn A. Weimer, R. R. 4, Box 377, Blairsville, PA 15717-8908. This application is for renewal of an NPDES permit to discharge treated sewage from Weimer Sewage Treatment Plant in Derry Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Boatyard Run, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Saltsburg Municipal Waterworks on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.00063 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 3.0 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.PA0020141, Sewage, Brookville Municipal Authority, Three Jefferson Court, Brookville, PA 15825. This proposed facility is in Brookville Borough, Jefferson County.
Description of Proposed Activity: Existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Hawthorn Borough Water Company on Redbank Creek, approximately 17 miles below point of discharge.
The receiving stream, Redbank Creek, is in watershed 17-C and classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.
Loadings Concentrations Average Average Average Average Instantaneous Parameter Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 260 417 25 40 50 Total Suspended Solids 313 469 30 45 60 NH3-N (5-1 to 10-31) 57 5.5 11 (11-1 to 4-30) 167 16 32 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric average
(10-1 to 4-30) 22,000/100ml as a geometric average
Total Residual Chlorine 0.2 0.6 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfalls 003--005.
Loadings Concentrations Average Average Average Average Instantaneous Parameter Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) This outfall consists of uncontaminated stormwater only. XX--Monitor and Report
The EPA waiver is not in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
