NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[33 Pa.B. 639]
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 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
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES No. Facility Name and County and Stream Name EPA Waived (Type) Address Municipality (Watershed No.) Y/N? PA0054623 Gary W. Volovnik
1624 Three Mile Run Road
Perkasie, PA 18944Bucks County
East RockhillThree Mile Run Y
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No. Facility Name and County and Stream Name EPA Waived (Type) Address Municipality (Watershed No.) Y/N? PA0040932 Northwestern Lehigh School District
6493 Route 309
New Tripoli, PA 18066Lehigh County
Weisenberg TownshipUnnamed tributary to Lyon Creek
2CY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. Facility Name and County and Stream Name EPA Waived (Type) Address Municipality (Watershed No.) Y/N? PA0087611 Richfield Area Joint Authority
R. R. 2, Box 35
Richfield, PA 17089Juniata County
Monroe TownshipWest Branch Mahantango Creek
6CY PA0082147 Holtwood MHP
Irvin Peifer
204 Stone Mill Drive
Elizabethtown, PA 17022Lancaster County
Martic TownshipUNT to Susquehanna River
7KY PA0028886 Borough of Quarryville
300 Saint Catherine Street
Quarryville, PA 17566Lancaster County
Quarryville Borough
Providence TownshipUNT to S. Fork Big Beaver Creek
7KY PA0028347 Martinsburg Municipal Authority
133 East Allegheny Street
P. O. Box 307
Martinsburg, PA 16662-0307Blair County
N. Woodbury TownshipUNT to Plum Creek
11AY PA0086428 Mazza Vineyards, Inc.
P. O. Box 680
Cornwall, PA 17016Lancaster County
Rapho TownshipChickies Creek
7GY PA0085243 Manns Choice-Harrison Township Joint Municipal Authority
P. O. Box 28
Manns Choice, PA 15550Bedford County
Monaghan TownshipRaystown Branch Juniata River
11DY PA0084476 Hemlock Girl Scout Council
Camp Small Valley
350 Hale Avenue
Harrisburg, PA 17104Dauphin County
Jefferson TownshipUNT to Armstrong Creek
6CY PA0084611 CMV Sewage Co., Inc.
Colonial Crossings MHP
300 Bailey Drive
Stewartstown, PA 17363York County
North Codorus
TownshipUNT to Codorus Creek
7HY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No. Facility Name and County and Stream Name EPA Waived (Type) Address Municipality (Watershed No.) Y/N? PA0115215
Industrial WasteLucas Trucking Corp.
9657 North Route 220 Highway
Jersey Shore, PA 17740Lycoming County
Piatt TownshipUnnamed tributary of West Branch Susquehanna River
10AY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0037117, Sewage, Cornell Abraxas Group, Inc., Blue Jay Village Forest Road, Box 59, Marienville, PA 16239-0059. This proposed facility is located in Howe Township, Forest County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, sulfates, chlorides and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is at the discharge point for this HQ stream.
The receiving stream, unnamed tributary to the Branch, is in watershed 16-F and classified for HQ-CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of .04 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX XX CBOD5 10 20 Total Suspended Solids 10 20 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) 2,800/100 ml as a geometric average Phosphorus 1.0 2.0 Total Residual Chlorine 0.3 0.7 Dissolved Oxygen minimum of 7 mg/l at all times pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0222429, Sewage, Best Oil Travel Center, Route 422 (West)/I-79 Intersection, Portersville, PA 16051. This proposed facility is located in Muddycreek Township, Butler County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, sulfates, chlorides and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Camp Allegheny Intake on Slippery Rock Creek in Wayne Township, Lawrence County, approximately 11 miles below point of discharge.
The receiving stream, Muddy Creek, is in watershed 20-C and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (MGD) XX CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 8.5 17.0 (11-1 to 4-30) 25.0 50.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 39,700/100 ml as a geometric average Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 standard units at all times XX--Monitor and Report
The EPA Waiver is in effect.
PA0025470, Sewage, Vernon Township Sanitary Authority (Fredricksburg STP), 17946 Turner Road, Meadville, PA 16335. This proposed facility is located in Vernon Township, Crawford County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, sulfates, chlorides and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the General Authority of the City of Franklin on French Creek at Franklin, approximately 25 miles below point of discharge.
The receiving stream, Cussewago Creek, is in watershed 16-D and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of .37 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX XX CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 10 20 Phosphorus (4-1 to 10-31) 2 4 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 22,600/100 ml as a geometric average Total Residual Chlorine 0.4 1.4 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0029122, Sewage, Saxonburg Area Authority, Dinnerbell Road, Saxonburg, PA 16056. This proposed facility is located in Jefferson Township, Butler 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 Zelienople Municipal Water Works and Connoquenessing Creek at Zelienople, 24 miles below point of discharge.
The receiving stream, Thorn Run, is in watershed 20-C and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.5 MGD.
Interim Limits
Monthly Average Average Average Instantaneous Parameter Average (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 (5-1 to 10-31) 42 63 10 15 20 (11-1 to 4-30) 83 125 20 30 40 Total Suspended Solids 125 187 30 45 60 NH3-N (5-1 to 10-31) 8.3 2 4 (11-1 to 4-30) 25 6 12 Total Phosphorus (as P) (4-1 to 10-31) 8.3 2 4 Copper (Interim) XX 0.04 0.08 Zinc XX XX Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,800/100 ml as a geometric average Total Residual Chlorine 0.43 1.42 Dissolved Oxygen minimum of 6 mg/l at all times pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 001 based on a design flow of 0.75 MGD.
Final Limits
Monthly Average Average Average Instantaneous Parameter Average (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 (5-1 to 10-31) 94 125 15 20 30 (11-1 to 4-30) 156 250 25 40 50 Total Suspended Solids 188 281 30 45 60 NH3-N (5-1 to 10-31) 15.6 2.5 5.0 (11-1 to 4-30) 46.9 7.5 15 Total Phosphorus (as P) (4-1 to 10-31) 12.5 2 4 Copper (Interim) 0.25 0.04 0.08 (Final) 0.18 0.028 0.066 Zinc (Interim) 1.31 0.21 0.42 (Final) 1.25 0.2 0.56 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,900/100 ml as a geometric average Total Residual Chlorine 0.38 1.25 Dissolved Oxygen minimum of 5 mg/l at all times pH 6.0 to 9.0 standard units at all times XX--Monitor and report.
The EPA Waiver is in effect.
PA0030333, Sewage, Shenango Valley Commercial Institute, Inc., School House Road, Pulaski, PA 16143. This proposed facility is located in Pulaski Township, Lawrence County.
Description of Proposed Activity: Renewal of a treated minor discharge from a privately owned sewage treatment works.
The receiving stream, unnamed tributary to Deer Creek, is in watershed 20-A and classified for WWF, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Western Pennsylvania Water Company on the Shenango River at New Castle, approximately 15 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.002 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 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 3.0 mg/l at all times Total Residual Chlorine .5 1.2 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0025461, Sewage, Vernon Township Sanitary Authority (South Watson Run Sewage Treatment Plant), 10929 Jackson Avenue, Meadville, PA 16335. This proposed facility is located in Vernon Township, Crawford County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, sulfates, chlorides and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the General Authority of the City of Franklin on French Creek at Franklin, approximately 30 miles below point of discharge.
The receiving stream, Watson Run, is in watershed 16-D and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of .27 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 20 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 4,700/100 ml as a geometric average TRC 0.3 0.9 Lead (Interim) 0.05 0.13 (Final) 0.01 0.025 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0210714, Sewage, Mark D. and Wendy J. Watt, 344 N. Park Street, Sykesville, PA 15865. This proposed facility is located in Winslow Township, Jefferson County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, sulfates, chlorides and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Hawthorn Water Authority on Redbank Creek at Hawthorne Borough, approximately 35 miles below point of discharge.
The receiving stream, unnamed tributary to Fehley Run, is in watershed 17C and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.000800 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX XX CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform 200/100 ml as a geometric average Total Residual Chlorine XX pH 6.0 to 9.0 standard units at all times XX--Monitor and Report
The EPA Waiver is in effect.
PA0102130, Industrial Waste, Evans City Borough, Lindsey Road, Route 528, Evans City, PA 16033. This proposed facility is located in Jackson Township, Butler County.
Description of Proposed Activity: discharge of treated industrial waste.
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 Connoquenessing Creek and the Zelienople Water Works intake at Zelienople, approximately 6.5 miles below point of discharge.
The receiving stream, Likens Run, is in watershed 20-C and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.123 MGD.
Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (MGD) XX XX Total Suspended Solids XX XX 30 60 60 Iron XX XX 2 4 5 Manganese XX XX 1 2 2.5 Aluminum 0.67 1.34 0.65 1.3 1.62 Total Residual Chlorine 0.21 0.7 pH 6.0 to 9.0 standard units at all times XX--Monitor and report.
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.
PA0012777, Industrial Waste, Rohm and Haas Company, 5000 Richmond Street, Philadelphia, PA 19137. This application is for renewal of an NPDES permit to discharge noncontact cooling water and stormwater from three outfalls serving the Rohm and Haas Facility in the City of Philadelphia, Philadelphia County. These are existing discharges to Delaware Estuary, Zone 3.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfalls 001, 003 and 007 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Temperature 96°F pH Within limits of 6.0--9.0 Standard Units at all times The proposed effluent limits for the sum of Outfalls 001, 003 and 007 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids (Influent) Monitor and Report (Effluent) Monitor and Report Total Suspended Solids (Net) 30 60 75 1,2 Dichloroethane Monitor and Report 4,4' DDD Monitor and Report Special Conditions: thermal requirements; special test methods.
The EPA Waiver is not in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.PA004668, Industrial Waste, Republic Services of PA, LLC, 4400 Mt. Pisgah Road, York, PA 17402. This proposed facility is located in Windsor and Lower Windsor Townships, York County.
Description of Proposed Activity: The application is for the renewal of an NPDES permit for existing discharge of industrial waste, groundwater, sewage and stormwater.
The receiving stream, Kreutz Creek, is in the State Water Plan watershed 7-1 and is classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for the Red Lion Municipal Authority is located on the Susquehanna River, approximately 18 miles downstream. The discharge is not expected to affect the water supply.
The proposed interim effluent limitations for Outfall 001 (industrial waste, groundwater and sewage) based on a design flow of 0.5 MGD and discharge to an unnamed tributary of Kreutz Creek are:
Mass (lbs/ay) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH (S.U.) XXX XXX From 6.0 to 9.0 inclusive Dissolved Oxygen XXX XXX Minimum of 5.0 mg/l at all times Total Residual Chlorine XXX XXX 0.13 XXX 0.42 Total Suspended Solids 41 82 10 20 25 CBOD5 41 82 10 20 25 NH3-N (5-1 to 10-31) 4.0 8.0 1.0 2.0 2.5 (11-1 to 4-30) 12 24 3.0 6.0 7.5 Total Phosphorus 8.3 XXX 2.0 XXX 4.0 Benzoic Acid 0.066 0.11 0.016 0.027 0.04 alpha-Terpineol 0.015 0.03 0.0036 0.0072 0.009 p-Cresol 0.013 0.024 0.0032 0.0057 0.008 Phenol 0.032 0.041 0.0077 0.01 0.019 Total Zinc 0.19 0.28 0.046 0.067 0.115 Total Copper XXX XXX Monitor and Report XXX Total Lead XXX XXX Monitor and Report XXX Bis(2-ethylhexyl)phthalate XXX XXX Monitor and Report XXX Tetrachloroethylene XXX XXX Monitor and Report XXX Trichloroethylene XXX XXX Monitor and Report XXX Dichlorodifluoromethane XXX XXX XXX Monitor and Report XXX Total Boron XXX XXX XXX Monitor and Report XXX Osmotic Pressure XXX XXX XXX Monitor and Report XXX Fecal Coliform (5-1 to 9-30) XXX XXX 200/100 ml as a geometric mean (10-1 to 4-30) XXX XXX 2,000/100 ml as a geometric mean The proposed final effluent limitations for Outfall 001 (industrial waste, groundwater and sewage) based on a design flow of 0.5 MGD and discharge to Kreutz Creek are:
Mass (lbs/ay) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH (S.U.) XXX XXX From 6.0 to 9.0 inclusive Dissolved Oxygen XXX XXX Minimum of 5.0 mg/l at all times Total Residual Chlorine XXX XXX 0.25 XXX 0.84 Total Suspended Solids 41 82 10 20 25 CBOD5 41 82 10 20 25 NH3-N (5-1 to 10-31) 4.0 8.0 1.0 2.0 2.5 (11-1 to 4-30) 12 24 3.0 6.0 7.5 Total Phosphorus 8.3 XXX 2.0 XXX 4.0 Benzoic Acid 0.066 0.11 0.016 0.027 0.04 alpha-Terpineol 0.015 0.03 0.0036 0.0072 0.009 p-Cresol 0.013 0.024 0.0032 0.0057 0.008 Phenol 0.032 0.041 0.0077 0.01 0.019 Total Zinc 0.19 0.28 0.046 0.067 0.115 Total Copper XXX XXX Monitor and Report XXX Total Lead XXX XXX Monitor and Report XXX Bis(2-ethylhexyl)phthalate XXX XXX Monitor and Report XXX Tetrachloroethylene XXX XXX Monitor and Report XXX Trichloroethylene XXX XXX Monitor and Report XXX Dichlorodifluoromethane XXX XXX XXX Monitor and Report XXX Total Boron XXX XXX XXX Monitor and Report XXX Osmotic Pressure XXX XXX XXX Monitor and Report XXX Fecal Coliform (5-1 to 9-30) XXX XXX 200/100 ml as a geometric mean (10-1 to 4-30) XXX XXX 5,500/100 ml as a geometric mean Four stormwater outfalls are identified in the permit, with proposed monitoring requirements for ammonia-nitrogen, benzoic acid, p-Cresol, phenol, alpha-Terpineol, total zinc, BOD5, pH, TSS, total zinc, total boron, total iron, TDS, total lead, total copper, total nickel, total antimony, hexavalent chromium, total nitrogen and total magnesium.
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.PA0228621, Sewage, SIC 4952, Smithfield Township Authority, R. R. 2, Box 189, Columbia Cross Roads, PA 16914. This proposed facility will be located in Smithfield Township, Bradford County.
Description of Proposed Activity: The applicant has applied for a NPDES permit for the discharge of treated municipal wastewater from a proposed 60,000 gallon per day extended aeration wastewater treatment plant. The system will be owned and operated by the Smithfield Township Authority and will provide sanitary sewer collection and treatment for the area in and around the unincorporated Village of East Smithfield.
The receiving stream, Tomjack Creek, is in the State Water Plan watershed 4C and is classified for TSF.
The nearest downstream public water supply intake, for the Danville Municipal Water Authority, is located on the Susquehanna River, 144 river miles below the point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.06 MGD, are:
Parameter Average Average Maximum Instantaneous (mg/L) Monthly Weekly Daily Maximum CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Chlorine Residual 0.5 1.0 1.17 NH3-N (5-1 to 10-31) 6 9 12 (11-1 to 4-30) 18 27 36 Fecal Coliforms (5-1 to 9-30) 200/100 mL (10-1 to 4-30) 2,000/100 mL as a Geometric Average pH 6.0--9.0 at all times PA0034576, Sewerage SIC 4952, Towanda Municipal Authority, 724 Main Street, Towanda, PA 18848. This existing facility is located in Towanda Borough, Bradford County.
Description of Proposed Activity: Amendment of an NPDES permit to expand an existing discharge of treated sewage wastewater.
The receiving stream, Susquehanna River, is in the State Water Plan watershed 4C and classified for WWF. The nearest downstream public water supply intake for the Danville Municipal Authority is located on the Susquehanna River, 133 miles below the point of discharge.
The proposed effluent limits for the expansion of Outfall 001 based on a design flow of 1.74 MGD.
Average Average Daily Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 %UV Transmittance Report Daily Minimum Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0 to 9.0 at all times In addition to the effluent limits, the permit contains Part C 8 that requires reporting of sanitary sewer overflows.
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