[33 Pa.B. 368]
[Continued from previous Web Page] PA0027383, Sewage, Southwest Delaware County Municipal Authority, One Gamble Lane, Aston, PA 19104-0466. This application is for renewal of an NPDES permit to discharge treated sewage from SWDCMA Wastewater treatment plant in Aston Township, Delaware County. This is an existing discharge to Chester Creek.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002, based on an annual average flow of 6.0 million gallons per day are as follows. These limits reflect changes to the notice published at 32 Pa.B. 321 (January 19, 2002):
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 38 50 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 1st and 2nd years 5.0 10.0 (11-1 to 4-30) 1st and 2nd years 15.0 30.0 Ammonia (as N) (5-1 to 10-31) 3rd to 5th year 3.0 6.0 (11-1 to 4-30) 3rd to 5th year 9.0 18.0 Total Residual Chlorine 0.1 0.3 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times Copper, Total 0.021 0.05 BIS (2-Ethylhexyl) Phthalate Monitor Monitor Dieldrin Monitor Monitor Other Conditions: Implementation of industrial pretreatment program requirements; effective disinfection; bioassay requirement at next renewal; special test methods for certain pollutants.
The EPA Waiver is not in effect.
PA0012327, Industrial Waste, County of Bucks--Department of Public Works, 55 East Court Street, Doylestown, PA 18901. This application is for renewal of an NPDES permit to discharge untreated leachate and stormwater from Hidden Valley Landfill in Nockamixon Township, Bucks County. This is an existing discharge to an unnamed tributary of Gallows Run.
The receiving stream is classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfalls 001 and 002, based on an average flow of 0.041 MGD are as follows:
Outfalls 001:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) BOD5 25 50 63 Total Suspended Solids 30 60 75 Ammonia as N 20 40 Fecal Coliform #200/100 ml pH Within limits of 6.0--9.0 Standard Units at all times Antimony Monitor and Report Chromium, Hex Monitor and Report Thallium Monitor and Report Phenols, Total Monitor and Report Outfalls 002:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) BOD5 25 50 63 Total Suspended Solids 30 60 75 Ammonia as N 2.6 6.8 Fecal Coliform #200/100ml pH (STD Units) Within limits of 6.0--9.0 Standard Units at all times Iron Total 1.9 3.8 4.5 Manganese, Total 1.25 2.5 3.12 Color 75 Chromium, Hex Monitor and Report Thallium Monitor and Report Antimony Monitor and Report Phenols, Total Monitor and Report The proposed effluent limitations for MP101 and MP102 (Stormwater) are as follows:
Parameter Maximum Daily (mg/l) CBOD5 Monitor and Report Total Dissolved Solids Monitor and Report Ammonia as N Monitor and Report Nitrate Plus Nitrite Nitrogen Monitor and Report Total Organic Carbon Monitor and Report pH Monitor and Report Iron Dissolved Monitor and Report Lead, Total Monitor and Report Chromium Total Monitor and Report Barium, Total Monitor and Report Cadmium, Total Monitor and Report Mercury, Total Monitor and Report Selenium, Total Monitor and Report Silver, Total Monitor and Report Arsenic, Total Monitor and Report Cyanide, Total Monitor and Report Magnesium, Total Monitor and Report Magnesium, Dissolved Monitor and Report Other Conditions: Conditions for future permit modification; special test methods for certain pollutants; stormwater runoff requirements.
The EPA Waiver is in effect.
PA0026531, Sewage, Downingtown Area Regional Authority, P. O. Box 8, Exton, PA 19341. This application is for renewal of an NPDES permit to discharge treated sewage from the Downingtown Area Regional Authority's STP in East Caln Township, Chester County. This is an existing discharge to the East Branch Brandywine Creek.
The proposed effluent limits for Outfall 001, based on an average flow of 7.134 mgd effective from permit issuance lasting through completion of 18 months of the permit, are as follows:
Mass Loading (lbs/day) Concentrations (mg/l) Average Average Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 595 892 10 15 20 (11-1 to 4-30) 1,190 1,784 20 30 40 Suspended Solids 1,785 2,677 30 45 60 Ammonia (as N) (5-1 to 10-31) 119 2.0 4.0 (11-1 to 4-30) 357 6.0 12.0 Phosphorus (as P) (4-1 to 10-30) 119 2.0 4.0 Total Residual Chlorine 0.5 1.6 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 6.0 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times The proposed effluent limits for Outfall 001, based on an average flow of 7.134 mgd effective from 18 months of permit issuance lasting through expiration, are as follows:
Mass Loading (lbs/day) Concentrations (mg/l) Average Average Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Monthly Weekly Maximum CBOD5* (5-1 to 10-31) 297 448 5.0 7.5 10 (11-1 to 4-30) 594 896 10 15 30 Suspended Solids 1,785 2,677 30 45 60 Ammonia (as N)* (5-1 to 10-31) 59 1.0 2.0 (11-1 to 4-30) 177 3.0 6.0 Phosphorus (as P) * (4-1 to 10-30) 59 1.63 3.26 Total Residual Chlorine 0.5 1.6 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 8.0 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times * These limitations are based on revised Christina River Basin TMDL dated October 8, 2002, and alternate scenario per DARA's letter to EPA dated October 11, 2001.
Other Conditions: Conditions for future permit modification; implementation of industrial pretreatment program requirements; effective disinfection.
The EPA Waiver is not in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PAS232208, Industrial Waste, Carpenter Company, 5016 Monument Avenue, Richmond, VA 23230. This proposed facility is located in Upper Macungie Township, Lehigh County.
Description of Proposed Activity: Application for a new NPDES permit to discharge stormwater associated with industrial activity.
The receiving stream, Iron Run, is in the State Water Plan watershed no. 2C and it is classified for HQ, CWF. The nearest downstream public water supply intake for the City of Allentown is located on the Little Lehigh River, approximately 10 river miles below the point of discharge.
The proposed effluent limits for Outfalls 1 and 2 based on stormwater flows are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily CBOD5 Report COD Report Oil and Grease Report pH Report TSS Report TKN Report Total Phosphorus Report Dissolved Iron Report
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA0083054, Sewage, Days Inn Townhill Plaza, 9848 Old 126 Exit 31, Warfordsburg, PA 17267-9802. This facility is located in Brush Creek Township, Fulton County.
Description of activity: The application is for an amendment of an NPDES permit for a an existing discharge of treated sewage.
The receiving stream, a dry swale tributary to Wildcat Hollow Run, is in Watershed 11-C and classified for HQ-CWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for the Borough of Saxton is located on the Raystown Branch Juniata River, approximately 54 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.015 MGD are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 10 20 NH3-N 3.0 6.0 Dissolved Oxygen Minimum of 3.0 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 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.
PA0086878, Industrial Waste 4941, Hamburg Municipal Authority, 61 North Third Street, Hamburg, PA 19526. This facility is located in Windsor Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for a existing discharge of treated industrial waste.
The receiving stream, Furnace Creek, is in Watershed 3-B and classified for TSF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for City of Reading is located on Maiden Creek, approximately 15 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.03 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids Monitor and Report Monitor and Report 30 60 75 Total Residual Chlorine XXX XXX 0.80 2.6 Total Aluminum Monitor and Report Monitor and Report 4.0 8.0 10 Total Manganese Monitor and Report Monitor and Report 1.0 2.0 2.5 Total Iron Monitor and Report Monitor and Report 6.0 to 9.0 S.U. at all times 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.
PA0246794, Sewage, SIC Code 4952, Appalachian Realty Corporation, 102 Locust Street, P. O. Box 180, East Berlin, PA 17316. This facility is located in Hamilton Township, Adams County.
Description of activity: The application is for the issuance of an NPDES permit for a new discharge of sewage from a private treatment facility serving mixed residential, commercial and industrial uses.
The receiving stream, Conewago Creek, is in Watershed 7-F and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for the Wrightsville Water Supply Company is located on the Susquehanna River, approximately 52 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.2 MGD are:
Mass (lbs/day) 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 0.49 XXX 1.62 Total Suspended Solids XXX XXX 30 XXX 60 CBOD5 (5-1 to 10-31) XXX XXX 15 XXX 30 (11-1 to 4-30) XXX XXX 25 XXX 50 NH3-N (5-1 to 10-31) XXX XXX 5.0 XXX 10 (11-1 to 4-30) XXX XXX 15 XXX 30 Total Phosphorus XXX XXX 2.0 XXX 4.0 Total Zinc XXX XXX XXX Monitor XXX Total Copper XXX XXX XXX Monitor XXX Total Lead XXX XXX XXX Monitor XXX Fecal Coliform (5-1 to 9-30) XXX XXX 200/100 ml as a geometric mean (10/1 to 4/30) XXX XXX 57,000/100 ml as a geometric mean 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, Suite 101, Williamsport, PA 17701, (570) 327-3666.PA0228630, CAFO, SIC 0241, Tor-View Farms, 59 SR 244, Coudersport, PA 16915. This existing facility is located in Hebron Township, Potter County.
Description of Existing Activity: Concentrated animal feeding operation (CAFO) for 1,160 AEUs of Holstein cows, jersey cows and calves.
The receiving stream, Oswayo Creek, is in the State Water Plan watershed 16C and is classified for CWF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and The Clean Streams Law constitutes compliance with the State narrative water quality standards.
In addition to the previous, the permit contains the following special permit requirements (Part C): (1) nutrient management plans; (2) training of operators; (3) erosion and control plan; (4) NPDES permit for stormwater discharges during construction activities; (5) best management practices; (6) manure storage facilities and WQM Part II permit requirements; (7) 5 year permit renewal application; (8) preparedness, prevention and contingency plan; and (9) registered professional engineer certification of adequacy for the facility.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0217425, Industrial Waste, SIC, 5541, Pilot Travel Centers, LLC, P. O. Box 10146, Knoxville, TN 37939-0146. This application is for renewal of an NPDES permit to discharge treated stormwater from a gas station in Bentleyville Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Pigeon Creek, 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 Pennsylvania American Water Company, located at Elrama, 17 miles below the discharge point.
Outfall 001: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Petroleum Hydrocarbons Monitor and Report Color (color units) Monitor and Report Phosphorus Monitor and Report Fluoride Monitor and Report Antimony Monitor and Report Benzene Monitor and Report Ethyl benzene Monitor and Report Naphthalene Monitor and Report Toluene Monitor and Report Xylene Monitor and Report pH (S.U.) Monitor and Report The EPA waiver is in effect.
PA0091138, Sewage, Cecil Township Municipal Authority, Cecil Township Municipal Building, 3599 Millers Run Road, Cecil, PA 15321. This application is for renewal of an NPDES permit to discharge treated sewage from Teodori Sewage Treatment Plant in Cecil Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as 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 West View Municipal Authority.
Outfall 001: existing discharge, design flow of 0.149 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217808, Sewage, David A. Harchuck, 705 Route 66, Building II, Suite 222, Apollo, PA 15613. This application is for renewal of an NPDES permit to discharge treated sewage from Harchuck Office Building STP in Washington, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as tributary of Beaver Run, 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 Buffalo Township Municipal Authority--Freeport.
Outfall 001: existing discharge, design flow of 0.00196 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) 3.5 7.0 (11-1 to 4-30) 10.5 21.0 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.PA0238961, Sewage, Oak Grove Weseleyan Methodist Church, 10 Oak Grove Road, Mercer, PA 16137. This proposed facility is located in Fairview Township, Mercer County.
Description of Proposed Activity: A new treated minor discharge from a privately owned sewage treatment works.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics the existing/proposed downstream potable water (stream and public water supplier) considered during the evaluation is the Beaver River and Beaver Falls Municipal Authority located at River Mile 3.76, 52.4 miles below the point of discharge.
The receiving stream, unnamed tributary to Cool Spring Creek, is in watershed 20-A and classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0008 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitor and Report CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform (all year) 200/100 ml as a geometric average Total Residual Chlorine Monitor and Report pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0238996, Sewage, Michael S. and Diane O. Shawgo and Barry Karns, 157 Shay Road, Franklin, PA 16323. This proposed facility is located in Jackson Township, Venango County.
Description of Proposed Activity: A new Part I permit for a new discharge of treated sewage.
The receiving stream, unnamed tributary to Sugar Creek, is in watershed 16-D and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0009 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitor and Report CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform (all year) 200/100 ml as a geometric average Total Residual Chlorine Monitor and Report pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0238970, Industrial Waste, Water Gait Community Water Association, Northgait Drive, Slippery Rock, PA 16057. This proposed facility is located in Liberty Township, Mercer County.
Description of Proposed Activity: Discharge from a new potable water treatment system.
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 Salvation Army Camp Allegheny and Slippery Rock Creek located at River Mile 3.2, 31.3 miles below point of discharge.
The receiving stream, an unnamed tributary to Wolf Creek, 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 0.0012 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow Monitor and Report Total Suspended Solids 30 75 Total Aluminum 4 10 Total Iron 2 5 Total Manganese 1 2.5 Total Residual Chlorine 0.5 1.3 pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0006378, Industrial Waste, Wheatland Tube Company--Division of John Maneely Co.--Sharon Plant, 200 Clark Street, P. O. Box 11, Sharon, PA 16146-2473. This proposed facility is located in City of Sharon, Mercer County.
Description of Proposed discharge of treated I.W., noncontact cooling water and stormwater, is in watershed 20-A and classified for WWF, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is Consumers Pennsylvania Water Co. intake on the Shenango River located at Sharon within 1 mile below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.85 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease 15 30 Iron (Total) XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 101 are based on a design flow of 0.045 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 143 333 30 70 75 Lead 0.6 1.8 XX XX 4 Zinc 0.9 2.5 XX XX 6 Iron 0.4 1.45 XX XX 1.6 Oil and Grease 29 89 15 XX 30 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 201 are based on a design flow of 0.49 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 136 363 89 Oil and Grease 91 22 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 301 are based on a design flow of 1.13 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease 15 30 Iron (Total) XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfalls 002--015 are based on a design flow of N/A MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron (Total) XX XX Zinc (Total) XX XX Oil and Grease XX XX--Monitor and report.
In addition to the effluent limits, the permit contains the following major special conditions: stormwater sampling requirements.
The EPA Waiver is not in effect.
WATER QUALITY MANAGEMENT PERMITS
CONTROLLED INDUSTRIAL WASTE AND SEWAGE WASTEWATER
APPLICATIONS UNDER THE CLEAN STREAMS LAW
PART II PERMITS The following permit applications or requests for plan approval have been received by the Department of Environmental Protection (Department).
Persons wishing to comment on an applications are invited to submit a statement to the office noted previously the application, within 15 days from the date of this public notice. Comments received within this 15-day comment period will be considered in making the final decision regarding the 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.
The Department reserves the right to hold a public hearing 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 of the area. If no hearing is held, the Department's Water Management Program Manager will make a final determination regarding the applications after a complete review. 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.
A copy of the permit application or proposed plan is on file in the office indicated and is open to public inspection. Appointments to review the application may be made by contacting Records Management at the indicated telephone number.
I. Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001).
WQM Permit No. 4502407, Suburban Wastewater Company, 762 West Lancaster Avenue, Bryn Mawr, PA. This proposed facility is located in Penn Lake Park Borough, Luzerne County.
Description of Proposed Action/Activity: The project consists the construction of a low-pressure wastewater collection system to serve the Borough of Penn Lake Park. Wastewater will be conveyed to the Suburban Wastewater Company Wastewater Treatment Facility, located in the Borough of White Haven, for ultimate treatment and storage. The wastewater conveyance system will consist of a pump station, gravity sewer and force main.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 2802403, Sewerage, Randy Hutchison, 7725 Roxbury Road, Lurgan, PA 17232. This proposed facility is located in Lurgan Township, Franklin County.
Description of Proposed Action/Activity: Construction of individual sewerage system to serve a single family residence.
WQM Permit No. 0602416, Sewerage, Heather Geissler, 1255 Ironstown Drive, Boyertown, PA 19512. This proposed facility is located in Earl Township, Berks County.
Description of Proposed Action/Activity: Construction of individual sewerage system to serve her single family residence.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 1702202, Industrial Waste 4941, Irvona Municipal Authority, P. O. Box 247, Berwind Street, Irvona, PA 16656. This proposed facility will be located in Irvona Borough, Clearfield County.
Description of Proposed Action/Activity: Water Quality Management Part II Permit application for construction of a waste holding tank and sludge drying beds. Wastewater from a public water supply membrane filtration plant will be directed to the waste holding tank. Supernatant will be discharged through the approved NPDES Outfall 001 and solids will be sent to sludge drying beds or the sanitary sewer system.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Application No. 2603401, Sewerage, Markleysburg Borough, P. O. Box 25, Markleysburg, PA 15459. Application for the construction and operation of a sewage treatment plant, sewers and appurtenances, outfall and headwall to serve the Markleysburg Area Sewage System located in Markleysburg Borough, Henry Clay Township, Fayette County.
The Pennsylvania Infrastructure Investment Authority (PENNVEST), which administers the Commonwealth's State Revolving Fund, has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
Application No. 2603402, Sewerage, North Union Township Municipal Services Authority, 6 South Evans Station Road, Lemont Furnace, PA 15456. Application for the construction and operation of sanitary sewer extensions to serve the Hopwood and Coolspring communities located in North Union Township, Fayette County.
PENNVEST has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
Application No. 5602411, Sewerage, Travis and Peggy Lambert, 473 Sheep Ridge Road, Somerset, PA 15501. Application for the construction and operation of a single residence small flow sewage treatment plant to serve the Lambert residence located in Somerset Township, Somerset County.
Application No. 5603401, Sewerage, Richard Chatak, 943 Peninsula Drive, Central City, PA 15926. Application for the construction and operation of a single residence small flow sewage treatment plant to serve the Chatak residence located in Indian Lake Borough, Somerset County.
Application No. 5603402, Sewerage, Shanksville Borough, P. O. Box 58, Shanksville, PA 15560. Application for the construction and operation of a sewage treatment plant, pump stations, sewers and appurtenances, outfall and headwall and stream crossing to serve the Shanksville Borough located in Stonycreek Township, Somerset County.
PENNVEST has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
Application No. 6503401, Sewerage, Brian Roscoe, P. O. Box 162, Hunker, PA 15639. Application for the construction and operation of a single residence small flow sewage treatment plant to serve the Roscoe residence located in Mt. Pleasant Township, Westmoreland County.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 6202203, Industrial Waste, United Refining Company, P. O. Box 780, Warren, PA 16365. This proposed facility is located in City of Warren, Warren County.
Description of Proposed Action/Activity: This project is to modify the existing wastewater treatment facility to meet stringent new EPA requirements for low sulfur gasoline and to support a new Coker unit.
WQM Permit No. 6203201, Industrial Waste, Reliant Energy Mid-Atlantic Power Holdings, LLC, 1001 Broad Street, P. O. Box 1050, Johnstown, PA 15907-1050. This proposed facility is located in Conewango Township, Warren County.
Description of Proposed Action/Activity: This project is for a leachate treatment facility for a coal ash disposal site.
WQM Permit No. 6102402, Sewerage, Diane O. and Michael S. Shawgo and Barry Karns, 118 Gilfillan Street, Franklin, PA 16323. This proposed facility is located in Jackson Township, Venango County.
Description of Proposed Action/Activity: This project is for the construction and operation of a small flow treatment facility to serve two homes.
WQM Permit No. 2403401, Sewerage, Department of Conservation and Natural Resources, Bendigo State Park, P. O. Box A, Johnsonburg, PA 15845. This proposed facility is located in Jones Township, Elk County.
Description of Proposed Action/Activity: This project is for the construction of sanitary sewers, five pumping stations and one spray irrigation system.
WQM Permit No. 2002433, Sewerage, Matthew F. and Patricia D. Koehler, 16615 Maple Drive, Saegertown, PA 16433. This proposed facility is located in Hayfield Township, Crawford County.
Description of Proposed Action/Activity: This project is for a single residence sewage treatment plant.
NPDES Stormwater Individual Permit
The following parties have applied for an NPDES permit to discharge stormwater associated with a construction activity into waters of this Commonwealth. Unless otherwise indicated, on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain limitations set forth in the permit conditions. These proposed determinations are tentative. Limitations are provided as erosion and sediment control best management practices which restrict the rate and quantity of sediment discharged.
Where indicated, 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 appropriate Department Regional Office noted before the application, within 30 days from the date of this public notice. Comments reviewed within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses 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 relevant facts upon which it is based. A public hearing may be held after consideration of comments received by the appropriate Department Regional Office during the 30-day public comment period.
Following the 30-day comment period, the appropriate Regional Office Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The application and related documents, including the erosion and sediment control plan for the earth disturbance activity, are on file and may be inspected at the office identified in this notice.
Persons with a disability who require an auxiliary aid, service or other accommodation to participate during the 30-day public comment period should contact the specified Regional Office. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES Permit PAS10D132, Stormwater, Glenn Gould, 1825 Grant Avenue, Philadelphia, PA 19115, has applied to discharge stormwater associated with a construction activity located in Milford Township, Bucks County to unnamed tributary to Molasses Creek (HQ/TSF).
NPDES Permit PAS10G559, Stormwater, Linden Hall Development, 30 Jackson Road, Suite C-3, Medford, NJ 08055, has applied to discharge stormwater associated with a construction activity located in East Whiteland Township, Chester County to Valley Creek (EV).
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Luzerne County Conservation District: R485 Smith Pond Road, Lehman, PA 18627-0250, (570) 674-7991.
NPDES
No.Applicant Name
and AddressCounty and
MunicipalityReceiving
Water/UsePAS10R044 Marina Common
Harvey's Lake, LLC
R. R. 3, Box 3016
Harveys Lake, PA 18618Luzerne County
Harveys Lake BoroughHarveys Creek
HQ-CWFNorthampton County Conservation District: Greystone Building, Gracedale Complex, Nazareth, PA 18064-9211, (610) 746-1971.
NPDES
No.Applicant Name
and AddressCounty and
MunicipalityReceiving
Water/UsePAI2024802001 Matthew Koenig
Greenfield Builders, Inc.
9525 Delegates Row
Indianapolis, IN 46240Northampton County
Lower Nazareth TownshipMonocacy Creek
HQ-CWFPAS10U189 Borough of Nazareth
30 Belvidere St.
Nazareth, PA 18064
Northampton County
Nazareth BoroughMonocacy Creek
HQ-CWF
Schoeneck Creek
WWFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
Mifflin County Conservation District, 20 Windmill Hill, Room 4, Burnham, PA 17009, (717) 248-4695.
NPDES No. Applicant Name
and AddressCounty and
MunicipalityReceiving
Water/UsePAS104513 Trinity Packaging Corporation
90 Industrial Avenue
Rocky Mount, VA 24151Granville Township
Mifflin CountyJuniata River
HQ-CWF
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
Erie Conservation District: 1927 Wager Rd., Erie, PA 16509, (814) 825-6403.
NPDES Permit PAS10K021-R, Stormwater, George D'Angelo, 521 Seminole Drive, Erie, PA 16505, has applied to discharge stormwater associated with a construction activity located in Millcreek Township, Erie County to Thomas Run and drainage ditches.
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