NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[33 Pa.B. 1628]
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.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0054879 William and Joan Elsing
46 Mega Way
Furlong, PA 18925Bucks County
Wrightstown TownshipLittle Neshaminy Creek
Y PA0057266 Nicholas B. Kemp, Jr.
1971 Kimberwick Road
Media, PA 19063Delaware County
Upper Providence TownshipUNT to Ridley Creek
Y
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?PA0040487 Maple Lane Estates
1300 Market Street
Lemoyne, PA 17043Luzerne County
Foster TownshipPond Creek
5DY PA0021547 Orwigsburg Borough Municipal Authority
209 North Warren Street
Orwigsburg, PA 17961-1829Schuylkill County
North Manheim Township
Mahannon Creek
3AY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?PA0084883 Borough of Broad Top City
P. O. Box 228
Broad Top City, PA 16621Huntingdon County
Broad Top City BoroughShoups Run
11-DY PA0041505 Berks Properties, Inc.
Hereford Estates MHP
2620 Egypt Rd.
Norristown, PA 19403Berks County
Hereford TownshipPerkiomen Creek
3EY PA0087742 Eagles Peak Campground
397 Eagles Peak Road
Robesonia, PA 19551Lebanon County
Millcreek TownshipUNT Tulpehocken Creek
3CY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.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 located 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.
PA0090514--Amendment No. 1, Sewage, EJ Gulick Mobile Home Park, 123 Beatty Drive, Saxonburg, PA 16056. This proposed facility is located in Winfield 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, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Clearview Water Company on the Allegheny River located at Natrona Heights, approximately 11 miles below point of discharge.
The receiving stream, unnamed tributary to Buffalo Creek, is in watershed 18F and classified for HQ-TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of .00525 MGD.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow 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) 4.5 9.0 (11-1 to 4-30) 13.5 27.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 5,000/100 ml as a geometric average Total Residual Chlorine .4 .9 Dissolved Oxygen minimum of 6.0 mg/l at all times pH 6.0 to 9.0 standard units at all times XX = Monitor and Report on DMR.
The EPA waiver is in effect.
PA0033936, Sewage, Denny Ridge Mobile Home Park, 14842 Nickelson Drive, Meadville, PA 16335. This proposed facility is located in Hayfield 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, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Franklin City Authority on French Creek located at Franklin, Crawford County, approximately 30 miles below point of discharge.
The receiving stream, unnamed tributary to 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 0.01335 MGD.
Concentrations 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 (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 Total Residual Chlorine 1.5 3.5 Dissolved Oxygen minimum of 3.0 mg/l at all times pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
PA0000213, Industrial Waste, Pennsylvania American Water Company--Kane District, Kane Treatment Plant, Route 321 North, Kane, PA 16735. This existing facility is located in Wetmore Township, McKean County.
Description of Proposed Activity: Discharge of treated IW.
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 Allegheny River and the Emlenton Water Company located at Emlenton, approximately 105 miles below point of discharge.
The receiving stream, Hubert Run, is in watershed 16-B and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.009 MGD.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameters Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Aluminum 0.07 1 2 2.5 Iron 0.15 2 4 5 Manganese 0.08 1 2 2.5 Total Suspended Solids 2.3 30 60 75 Total Residual Chlorine 1.0 2.3 pH 6.0 to 9.0 standard units at all times XX--Monitor and Report on monthly DMRs.
The EPA waiver is in effect.
PA0101672, Sewage, David W. Reed d/b/a Crestview MHP, 3599 SR 322, Williamsfield, OH 44093. 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, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Franklin General Authority on French Creek located at Franklin, approximately 28 miles below point of discharge.
The receiving stream, unnamed tributary to Van Horne 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 0.005 MGD.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX 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) 10 20 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 1.4 4.3 pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
PA0209872, Sewage, New Horizons Recycling, Inc., Jane Eaton, Box 19A Route 18, Adamsville, PA 16110. This proposed facility is located in Sugar Grove Township, Mercer 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, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Greenville Municipal Water Authority and the Little Shenango River located at Greenville, approximately 3.4 miles below point of discharge.
The receiving stream, unnamed tributary to Crooked Creek, is in watershed 20A and classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.00045 MGD.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 10 20 Total Suspended Solids 20 40 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 on AMRs.
The EPA waiver is in effect.
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.
PAS202205, Industrial, Fabricated Components, Inc., P. O. Box 431, Stroudsburg, PA 18360. This proposed facility is located in Stroudsburg City, Monroe County.
Description of Proposed Activity: Renewal of NPDES stormwater permit.
The receiving stream, Little Pocono Creek, is in the State Water Plan watershed no. iE and is classified for HQ, CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Keystone Water Company is located on the Delaware River, approximately 50 miles below the point of discharge.
Two stormwater outfalls subject to stormwater Appendix J optional monitoring requirements.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA0247103, Sewage, Northeastern York County Sewer Authority (Saginaw WWTP), P. O. Box 516, Mt. Wolf, PA 17347. This facility is located in East Manchester, York County.
Description of activity: Issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Susquehanna River, is in Watershed 7-F and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Supply Company is located on the Susquehanna River, approximately 9 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.3 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 12 XXX 24 (11-1 to 4-30) Monitor and Report XXX XXX Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine 0.5 XXX 1.6 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) 100,000/100 ml as a geometric average Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0028134, Industrial Waste, SIC 4941, Pennsylvania American Water Company, 1789 Route 286 South, Indiana, PA 15701. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Kittanning Filter Plant in Rayburn Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny 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 Cadogen Township Water Works, located at Cadogen Plant, 6 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.047 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron 2.0 4.0 Manganese 1.0 2.0 Aluminum 4.0 8.0 Total Suspended Solids 30.0 60.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0027430, Sewage, City of Municipal Authority, P. O. Box 294, Penn, PA 15675-0294. This application is for renewal of an NPDES permit to discharge treated sewage from Jeannette Wastewater Treatment Plant in City of Jeannette, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as 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 Pennsylvania American Water Company--Pittsburgh.
Outfall 001: existing discharge, design flow of 3.3 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (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 as a geometric mean
Dissolved Oxygen not less than 6 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0042820, Sewage, Donald J. Dallatore, Jr., 1011 S. Main Street, Washington, PA 15301-3218. This application is for renewal of an NPDES permit to discharge treated sewage from Ridgecrest Mobile Home Park Sewage Treatment Plant in South Franklin 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 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 Western Pennsylvania Water Company.
Outfall 001: existing discharge, design flow of 0.001 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) 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 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0205877, Sewage, Redstone Township Sewer Authority, 1002 Main Street, P. O. Box 751, Republic, PA 15475. This application is for renewal of an NPDES permit to discharge treated sewage from Redstone Township Sewer Authority Wastewater Treatment Facility in Redstone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dunlap 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 California Water Company located on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.45 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.5 3.8 5.0 (11-1 to 4-30) 7.5 11.3 15.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 25,000/100 ml as a geometric mean
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217662, Sewage, Angelo Poli, 93 Belmeade Terrace, Uniontown, PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from Bennington Place Subdivision Sewage Treatment Plant in North Union Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Bennington Spring 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 Newell Municipal Authority located on the Monongahela 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 Ammonia Nitrogen (5-1 to 10-31) 8.5 17.0 (11-1 to 4-30) 25.5 51.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 6,000/100 ml as a geometric mean
Total Residual Chlorine (1st Month to 36th Month) Monitor and Report
(37th Month to Expiration) 0.8 1.9 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.PA0028223, Sewage, Municipal Authority of the City of Corry, 100 Sciota Street, Corry, PA 16407. This existing facility is located in City of Corry, Erie County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage. The permit contains interim and final limits corresponding to a proposed treatment plant expansion.
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 City of Franklin, located on the Allegheny River, 75 miles below point of discharge.
The receiving stream, Hare Creek, is in watershed 16-B and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 3.0 MGD.
Interim Limits
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 (5-1 to 10-31) 275 413 11 16.5 22 (11-1 to 4-30) 551 826 22 33 44 Total Suspended Solids 751 1,126 30 45 60 NH3-N (5-1 to 10-31) 50 2.0 4.0 (11-1 to 4-30) 150 6.0 12.0 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 (Interim) 0.7 2.2 Dissolved Oxygen Minimum of 5.0 mg/l at all times. pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 001 are based on a design flow of 3.5 MGD.
Final Limits
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 (5-1 to 10-31) 467 700 16 24 32 (11-1 to 4-30) 730 1,168 25 40 50 Total Suspended Solids 876 1,314 30 45 60 NH3-N (5-1 to 10-31) 58 2.0 4.0 (11-1 to 4-30) 175 6.0 12.0 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 (Final) 0.2 0.7 Total Phosphorus XX XX Total Copper XX XX Dissolved Oxygen Minimum of 8.0 mg/l at all times. pH 6.0 to 9.0 standard units at all times XX = Monitor and Report
The EPA waiver is not in effect.
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