NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 5276]
[Saturday, September 29, 2007]
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 regional office noted before an 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 regional 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 a public hearing is 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, 2 East Main Street, Norristown, PA 19401.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0052744 Concordville Hotel, Inc.
780 Baltimore Pike
P. O. Box 607
Concordville, PA 19331-0607Delaware County
Concord TownshipUNT West Branch of Chester Creek
Y
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 ? PA0060461 Silver Lake Township Municipal Authority
P. O. Box 1975
Brackney, PA 18812Silver Lake Township
Susquehanna CountyLaurel Lake Creek
4E
CWFY Chesapeake Bay Nutrient Reduction Strategy monitoring for Ammonia (N), Kjeldahl (N), Nitrite-Nitrate as N, Total Nitrogen and Total Phosphorus was added to the permit.
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 ? PA0081833
(Sew)SK Part II, Ltd.
Peach Bottom Inn
6085 Delta Road
Delta, PA 17314York County
Peach Bottom TownshipScott Creek
7-IY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0028207 Reynoldsville Sewage Authority
400 North Fifth Street
Reynoldsville, PA 15851
Reynoldsville Borough
Jefferson CountySandy Lick Creek
(Outfalls 001, 002, 004 and 005)
Soldier Run
(Outfall 003)
Pitchpine Run
(Outfalls 007 and 008)
17-CY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
PA0064173, Sewage, Heisler's Cloverleaf Dairy, Inc., 743 Catawissa Road, Tamaqua, PA 18252. This proposed facility is located in Walker Township, Schuylkill County.
Description of Proposed Activity: Renewal/Issuance of NPDES Permit.
The receiving stream, Beaver Creek, is in the State Water Plan Watershed No. 3A and is classified for: CWF.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0056 mgd.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Oil and Grease 15 30 Dissolved Oxygen A minimum of 5.0 mg/l at all times.
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 Ammonia Nitrogen Monitor and Report
Kjeldahl Nitrogen Monitor and Report
Nitrite-Nitrate as N Monitor and Report
Total Nitrogen Monitor and Report
Total Phosphorus Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Chesapeake Bay Nutrient Requirements.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA0088561, CAFO, Evergreen Farms, Inc., 3102 Evergreen Lane, Spruce Creek, PA 16683.
Evergreen Farms, Inc. has submitted an NPDES permit application for Evergreen Farms, an existing dairy operation located in Franklin Township, Huntingdon County. The CAFO is situated near Spruce Creek (Watershed 11-A), which is classified as a HQ-CWF. The CAFO has a target animal population of approximately 4,427 animal equivalent units consisting of 2,498 adult cows, 938 heifers and 894 calves.
The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue the NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit. The permit application and draft permit are on file at the Southcentral Regional Office of the Department.
Persons may make an appointment to review the Department of Environmental Protection's files by calling the file review coordinator at (717) 705-4732.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Application No. PA0261003, CAFO, Jay Hess, 151 Pequea Creek Road, Conestoga, PA 17516.
Jay Hess has submitted an NPDES permit application for Bacon Acres Farm, an existing swine, beef and poultry operation in Conestoga Township, Lancaster County. The CAFO is situated near a UNT of Pequea Creek, which is classified as a WWF. The CAFO has a target animal population of approximately 459 animal equivalent units consisting of 3,200 finishing swine, 28 beef cows and calves and 5,000 broilers.
The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue the NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit. The permit application and draft permit are on file at the Southcentral Regional Office of the Department.
Persons may make an appointment to review the Department of Environmental Protection's files by calling the file review coordinator at (717) 705-4732.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Application No. PA0052485, SIC Code 6515, Sewage, Mountain Springs Camping Resort, Inc., P. O. Box 365, Shartlesville, PA 19554. This facility is located in Upper Bern Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, a UNT to Mill Creek, is in Watershed 3-C, and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Borough of Pottstown Water and Sewer Authority is located on the Schuylkill River, approximately 44 miles downstream. The discharge is not expected to affect the water supply.
The proposed Interim effluent limits for Outfall 001 for a design flow of 0.035 mgd are:
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) 8 16 (11-1 to 4-30) 20 40 Total Residual Chlorine 0.5 1.64 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) 8,600/100 ml as a Geometric Average The proposed Final effluent limits for Outfall 001 for a design flow of 0.035 mgd are:
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) 8 16 (11-1 to 4-30) 20 40 Total Residual Chlorine 0.5 1.64 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) 2,000/100 ml as a Geometric Average Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0008419, Industrial Waste, SIC 2833, Merck & Company, Inc., P. O. Box 600, Danville, PA 17821-0600. This existing facility is located in Riverside Borough, Northumberland County.
Description of Proposed Activity: This proposed action is for amendment of an NPDES permit for an existing discharge of treated industrial wastewater.
The receiving stream, Susquehanna River, is in the State Water Plan Watershed 5E and classified for: WWF. The nearest downstream public water supply intake for Sunbury Municipal Water is located on Susquehanna River is 12 miles below the point of discharge.
The proposed effluent limits for Internal Outfall 101 based on a design flow of 2.08 mgd.
Mass (lbs/day) Concentration (mg/l) Average Daily Average Daily Instantaneous Parameter Monthly Maximum Monthly Maximum Maximum BOD5 7,688 15,376 1,330 COD 14,849 29,057 2,140 TSS 13,070 26,140 2,260 BOD5 Influent Report Report COD Influent Report Report TSS Influent Report Report Ammonia (as N) 510 1459 1-2-Dichloroethane 1.7 6.9 Acetone 3.5 8.7 Chloroform 0.23 0.35 Methylene chloride 5.2 16 Tetrahydrofuran 45 146 Acetonitrile 177 434 Benzene 0.35 0.87 Dimethyl Sulfoxide 651 1,587 Ethanol 71 173 Ethyl acetate 8.7 23 Isopropanol 28 68 Isopropyl acetate 8.7 23 Methanol 71 173 Methyl formate 8.7 23 n-Butyl acetate 8.7 23 n-Hexane 0.35 0.52 Phenol 0.35 0.87 Toluene 0.35 1 Triethyl Amine 1,769 4,337 n-Heptane 0.35 0.87 4-Methyl-2-pentanone (MIBK) Report Amyl alcohol Report Chlorobenzene Report Diethyl amine Report Isobutyraldehyde Report Isopropyl ether Report Methyl Cellosolve Report n-Amyl acetate Report o-Dichlorobenzene Report Xylenes Report PA0008443, Industrial Waste, SIC 4911, PPL Montour, LLC, Two North Ninth Street, Allentown, PA 18101-1179. This existing facility is located in Derry and Deleware Townships, Montour and Northumberland Counties.
Description of Proposed Activity: This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial waste, cooling tower blow down, boiler blow down and stormwaters.
The receiving stream, Chillisquaque Creek and West Branch Susquehanna River, is in the State Water Plan Watershed 10D and classified for: WWF. The nearest downstream public water supply intake for PA American Water Company is located on West Branch Susquehanna River is 4 miles below the point of discharge.
The proposed effluent limits for Outfall 050 based on a design flow of 7.87 mgd.
Mass Units (lbs/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum pH 6.0 9.0 TSS 30 100 125 Oil and Grease 15 20 30 Temperature Report Report Total Chlorine 0.08 0.25 Total PCBs Nondetect
Total Aluminum 0.56 1.1 1.4 Total Iron 1.7 3.4 4.3 Clam-trol-1 Nondetect
Clam-trol-2 Nondetect
Annual Load Pound Concentration (mg/l) Average Maximum Instantaneous Monthly Annual Minimum Monthly Daily Maximum Ammonia-N Report Report Report Kjeldahl-N Report Report Nitrite/Nitrate-N Report Report Total Nitrogen-N Report Report Report Total Phosphorus-P Report Report Report The proposed effluent limits for Outfall 052 based on a design flow of 0.61 mgd.
Mass Units lbs/day Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum pH 6.0 9.0 TSS 30 100 125 Oil and Grease 15 20 30 Total PCBs Nondetect Total Aluminum 1.1 2.2 2.8 Total Iron Report Report Arsenic Report Report Boron Report Report Calcium Report Report Lithium Report Report Magnesium Report Report Strontium Report Report Sulfates Report Report Specific Conductivity Report Report The proposed effluent limits for Outfall 053 based on a design flow of 0.3 mgd.
Mass Units lbs/day Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum pH 6.0 9.0 TSS 10 20 30 Oil and Grease 15 20 30 Total Iron 5.0 7.5 10 Total Cadmium 0.24 0.37 Total Mercury 0.027 0.043 Total Selenium 3.4 5.3 Chlorides Report Chromium VI Report Total Antimony Report Total Lead Report Total Silver Report Total Thallium Report
Annual Load Pound Concentration (mg/l) Average Maximum Instantaneous Monthly Annual Minimum Monthly Daily Maximum Ammonia-N Report Report Report Kjeldahl-N Report Report Nitrite/Nitrate-N Report Report Total Nitrogen-N Report Report Report Total Phosphorus-P Report Report Report The proposed effluent limits for Outfall 150 based on a design flow of n/a mgd.
Mass Units lbs/day Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum Total Chromium 0.2 0.2 Total Zinc 1.0 1.0 The proposed effluent limits for Outfall 151 based on a design flow of n/a mgd.
Mass Units lbs/day Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum Free Available Chlorine 0.2 0.5 Total Chromium 0.2 0.2 Total Zinc 1.0 1.0 The proposed effluent limits for Outfall 152 based on a design flow of n/a mgd.
Mass Units lbs/day Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum Free Available Chlorine 0.2 0.5 Total Chromium 0.2 0.2 Total Zinc 1.0 1.0 The proposed effluent limits for Outfall 153 based on a design flow of 0.02 mgd.
Mass Units lbs/day Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Minimum Monthly Daily Maximum pH 6.0 9.0 Fecal Coliforms (5-1 to 9-30) 200 Geometric Mean
(10-1 to 4-30) 2,000 Geometric Mean
CBOD5 25 50 TSS 30 60 Total Chlorine Report
Annual Load Pound Concentration (mg/l) Monthly Annual Minimum Average Maximum Instantaneous Monthly Daily Maximum Ammonia-N Report Report Report Kjeldahl-N Report Report Nitrite/Nitrate-N Report Report Total Nitrogen-N Report Report Report Total Phosphorus Report Report Report
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. (412) 442-4000.PA0027481-A1, Industrial Waste, SIC 4911, Pennsylvania Power Company, P. O. Box 128, Shippingport, PA 15077. This application is for renewal of an NPDES permit to discharge treated process water, sewage and stormwater from the Bruce Mansfield Plant in Shippingport Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River and Little Blue Run, classified as a WWF and TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Midland Borough Water Authority, located at Midland, 6.3 miles below the discharge point.
Outfall 307, 407 and 507: existing discharge, design flows of 2.5 mgd, 3.3 mgd and 2.9 mgd respectively (Interim limits for 2 years).
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 Total Residual Chlorine Monitor and Report
Temperature 110° F pH not less than 6.0 nor greater than 9.0 Outfalls 307, 407 and 507: existing discharge, design flows of 2.5 mgd, 3.3 mgd and 2.9 mgd respectively. (Final limits)
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 Total Residual Chlorine 0.5 1.0 Temperature 110° F pH not less than 6.0 nor greater than 9.0 The EPA waiver is not 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 a UNT of Muddy 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 Township Municipal Authority.
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) 2,000/100 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.
PA0025003, Sewage, United States Army Corps of Engineers, Pittsburgh District, 1000 Liberty Avenue, Pittsburgh, PA 15222-4168. This application is for renewal of an NPDES permit to discharge treated sewage from Tub Run Recreation Area STP in Henry Clay Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Youghiogheny River Reservoir, 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 Ohiopyle Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.025 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.
PA0027669, Sewage, McCandless Township Municipal Authority, 418 Arcadia Drive, Pittsburgh, PA 15237. This application is for renewal of an NPDES permit to discharge treated sewage from Pine Creek Sewage Treatment Plant in Hampton Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Pine Creek, which are classified as a TSF 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 Millvale Municipal Water Works.
Outfall 001: existing discharge, design flow of 6.0 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 1.5 2.3 3.0 (11-1 to 4-30) 4.0 6.0 8.0 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 0.3 1.0 Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: The applicant will be allowed to discharge uncontaminated stormwater from the STP site through Outfall SW1.
The EPA waiver is not in effect.
PA0031844, Sewage, Kiski Area School District, 200 Poplar Street, Vandergrift, PA 15690. This application is for renewal of an NPDES permit to discharge treated sewage from North Washington Elementary School STP in Washington Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as a UNT of Pine 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 Buffalo Township Municipal Authority.
Outfall 001: existing discharge, design flow of 0.0058 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) 4.4 8.8 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 0.2 0.5 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.
PA0041238, Sewage, Meyersdale-Summit Park Recreation Commission, P. O. Box 194, Meyersdale, PA 15552-0194. This application is for renewal of an NPDES permit to discharge treated sewage from Maple Valley Sewage Treatment Plant in Summit Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Blue Lick Creek, which is 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 Ohiopyle State Park Water Authority located on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.004 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.
PA0090786, Sewage, Hempfield Township Supervisors, 1132 Woodward Drive, Suite A, Greensburg, PA 15601. This application is for renewal of an NPDES permit to discharge treated sewage from Hempfield Park STP in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as a UNT to Brush Creek, which are classified as a TSF 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 PA American Water Co.--Becks Run Intake.
Outfall 001: existing discharge, design flow of 0.005 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) 4.0 8.0 (11-1 to 4-30) 12.0 24.0 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 .7 1.7 Dissolved Oxygen not less than 4 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
WQM Permit No. 0907409, Sewerage, Bucks County Water and Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976. This proposed facility is located in Plumstead Township, Bucks County.
Description of Action/Activity: Existing pump station upgrade.
WQM Permit No. 1507412, Sewerage, London Britian Township, P. O. Box 215, Kemblesville, PA 19347-0215. This proposed facility is located in London Britian Township, Chester County.
Description of Action/Activity: Construction and operation of a wastewater treatment plant utilizing onsite drip dispersal system.
WQM Permit No. 2307403, Sewerage, Haverford Township, 2325 Darby Road, Havertown, PA 19083. This proposed facility is located in Haverford Township, Delaware County.
Description of Action/Activity: Construction and operation of a wastewater pump station.
WQM Permit No. 1507413, Sewerage, East Whiteland Township, 209 Conestoga Road, Frazer, PA 19355. This proposed facility is located in East Whiteland Township, Chester County.
Description of Action/Activity: Construction and operation of a sanitary pump station and force main.
WQM Permit No. 1507414, Sewerage, East Fallowfield Township, 2264 Strasburg Road, East Fallowfield, PA 19320. This proposed facility is located in East Fallowfield Township, Chester County.
Description of Action/Activity: Construction and operation of a wastewater pump station to serve 25 units of a proposed subdivision.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 0107202, CAFO, Hillandale Gettysburg, LP, 370 Spicer Road, Gettysburg, PA 17325. This proposed facility is located in Tyrone Township, Adams County.
Description of Proposed Action/Activity: Requesting approval to expand layer operation and egg processing facility.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701
WQM Permit No. 0807401, Sewerage 4952, South Creek Township, P. O. Box 60, Gillett, PA 16925-0060. This proposed facility is located in South Creek Township, Bradford County.
Description of Proposed Action/Activity: The applicant is proposing to construct sewerage facilities to serve the Villages of Gillett and Fassett. The proposed facilities will consists of sewer lines and appurtenances, 29 grinder pumps, a sewage pump station and a 75,000 gpd extended aeration package wastewater treatment plant that incorporates nutrient removal. The proposed discharge will be to South Creek, which is classified as a CWF.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. WQG016151, Sewerage, Lloyd I. Paynter, 778 Oakwood Drive, New Florence, PA 15944. This proposed facility is located in West Wheatfield Township, Indiana County.
Description of Proposed Action/Activity: Application for the construction and operation of a single residence sewage treatment plant.
WQM Permit No. WQG016355, Sewerage, Timothy Stives, 954 Harbour Bay Drive, Tampa, FL 33602. This proposed facility is located in Marion Township, Beaver County.
Description of Proposed Action/Activity: Application for the construction and operation of a single residence sewage treatment plant.
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