NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[54 Pa.B. 2623]
[Saturday, May 18, 2024]
THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN
WATER ACTThis notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).
Section Category I Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received II Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs III Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity Section I identifies the following applications and NOIs that have been received by DEP:
• Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.
• General Chapter 92a NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.
• All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits, excluding PAG-01 and PAG-02, are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.
Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.
Section II identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of DEP for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).
Section III identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A 30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.
Applications, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.
Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.
DEP office contact information to review applications and NOIs and to submit comments for those applications, when applicable, is as follows:
DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484-250-5910. Email: RA-EPNPDES_SERO@pa.gov for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.
DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570-826-5472. Email: RA-EPNPDES_NERO@pa.gov for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.
DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717-705-4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.
DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570-327-3693. Email: RA-EPNPDES_NCRO@pa.gov for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.
DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.
DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.
DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-787-5017. Email: RA-EPNPDES_Permits@pa.gov.
DEP Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@pa.gov.
DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. 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. DEP will postpone its final determination until after a public hearing is held.
Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).
I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office PA0088889 CAFO Individual NPDES Permit Transfer Pennmar Dairy, LLC
110 Cornwall Lane
Peach Bottom, PA 17563-9767Fulton Township
Lancaster CountySCRO PA0065471 Industrial Stormwater Individual NPDES Permit Amendment Minor Behr Process, LLC
7529 Morris Court
Allentown, PA 18106Upper Macungie Township
Lehigh CountyNERO 0918821 Joint DEP/PFBC Pesticides Permit Renewal Coleen & Jim Michaels
1467 Blue School Road
Perkasie, PA 18944Bedminster Township
Bucks CountySERO 1024805 Joint DEP/PFBC Pesticides Permit New Carol Fletcher
128 Guillard Road
Prospect, PA 16052-2702Muddycreek Township
Butler CountyNWRO 1524803 Joint DEP/PFBC Pesticides Permit New Johnson Roger
3104 Wells Road
Malvern, PA 19355-8666Charlestown Township
Chester CountySERO 1924801 Joint DEP/PFBC Pesticides Permit New Knouse Kevin
106 Harris Road
Bloomsburg, PA 17815-6971North Centre Township
Columbia CountyNCRO 3513809 Joint DEP/PFBC Pesticides Permit Renewal Country Club of Scranton
1001 Morgan Highway
Clarks Summit, PA 18411Clarks Summit Borough
Lackawanna CountyNERO 3619802 Joint DEP/PFBC Pesticides Permit Amendment Kissell Hill Commons
616 Paxton Place
Lititz, PA 17543-8274Manheim Township
Lancaster CountySCRO 3724803 Joint DEP/PFBC Pesticides Permit New Mark Miller
202 Pinnacle Circuit
Slippery Rock, PA 16057Scott Township
Lawrence CountyNWRO 4024803 Joint DEP/PFBC Pesticides Permit New Indian Lakes Sports Club Inc.
408 Indian Lake Trail
White Haven, PA 18661-2015Buck Township
Luzerne CountyNERO 4424801 Joint DEP/PFBC Pesticides Permit New Derry Township
Mifflin County
73 Reserve Lane
Lewistown, PA 17044-8646Derry Township
Mifflin CountySCRO 4524803 Joint DEP/PFBC Pesticides Permit New Arrowhead Lake Comm Association
961 Arrowhead Drive
Pocono Lake, PA 18347-7856Coolbaugh Township
Monroe CountyNERO 4619807 Joint DEP/PFBC Pesticides Permit Amendment Villas at Linfield
360 W Main Street
Collegeville, PA 19426Limerick Township
Montgomery CountySERO 4624803 Joint DEP/PFBC Pesticides Permit New Green Hill MHC, LLC
210 Green Hill Drive
Green Lane, PA 18054-2020Marlborough Township
Montgomery CountySERO 4624804 Joint DEP/PFBC Pesticides Permit New Kim James
915 Mount Pleasant Road
Bryn Mawr, PA 19010-1918Lower Merion Township
Montgomery CountySERO 6119811 Joint DEP/PFBC Pesticides Permit Transfer Mathew Beith
174 Pioneer Road
Franklin, PA 16323Sandycreek Township
Venango CountyNWRO 6121802 Joint DEP/PFBC Pesticides Permit Transfer Jack and Penny Ferringer
1010 Buxton Road
Titusville, PA 16354-8100Cherrytree Township
Venango CountyNWRO 2606401 Land Application and Reuse of Sewage Individual WQM Permit Amendment Randy Work
839 Mill Run Road
Mill Run, PA 15464Springfield Township
Fayette CountySWRO 5082402 Land Application and Reuse of Sewage Individual WQM Permit Amendment Saville Township
Perry County
3954 Veterans Way
Elliottsburg, PA 17024Saville Township
Perry CountySCRO 0483402 Major Sewage Treatment Facility Individual WQM Permit Amendment Beaver Borough Municipal Authority
469 3rd Street
Beaver, PA 15009-2226Beaver Borough
Beaver CountySWRO 4397412 Major Sewage Treatment Facility Individual WQM Permit Amendment Farrell City
Mercer County
500 Roemer Boulevard
Farrell, PA 16121-1901Farrell City
Mercer CountyNWRO 3602204 Manure Storage and Wastewater Impoundments Individual WQM Permit Transfer Pennmar Dairy, LLC
110 Cornwall Lane
Peach Bottom, PA 17563-9767Fulton Township
Lancaster CountySCRO PA0095150 Minor Sewage Facility
< 0.05 MGD Individual NPDES PermitTransfer Bunola Estates, LLC
1598 Oakleaf Lane
Pittsburgh, PA 15237-1512Forward Township
Allegheny CountySWRO 0420200 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Transfer Cleveland Cliffs Steel Corp
9227 Centre Pointe Drive
West Chester, OH 45069-4822Harmony Township
Beaver CountySWRO 0524404 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Saxton Borough Municipal Authority
Bedford County
707 9th Street
Saxton, PA 16678-1109Saxton Borough
Bedford CountySCRO 3915201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Nestle Purina Petcare Company
2050 Pope Road
Allentown, PA 18104-9308South Whitehall Township
Lehigh CountyNERO 0284407 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Bunola Estates, LLC
1598 Oakleaf Lane
Pittsburgh, PA 15237-1512Forward Township
Allegheny CountySWRO NOEXNW105 No Exposure Certification Renewal Niagara Cutter, LLC
150 S 5th Street
Reynoldsville, PA 15851-8930Reynoldsville Borough
Jefferson CountyNWRO NOEXNW123 No Exposure Certification Renewal AAH Acquisition, LLC
6424 W Ridge Road
Erie, PA 16506-1023Fairview Township
Erie CountyNWRO NOEXSC423 No Exposure Certification New Excel Inc.
dba DHL Supply Chain
250 Cloverleaf Road
York, PA 17406Conewago Township
York CountySCRO PAG030309 PAG-03 NPDES General Permit for Industrial Stormwater New United Chemicals Tech
2731 Bartram Road
Bristol, PA 19007-6810Bristol Township
Bucks CountySERO PAG036347 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Genesys Ind Inc.
P.O. Box 980
Ellenton, FL 34222-0980Unity Township
Westmoreland CountySWRO PAG036581 PAG-03 NPDES General Permit for Industrial Stormwater New Precision Ind
99 Berry Road
Washington, PA 15301-2769South Strabane Township
Washington CountySWRO PAG038385 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Haysite Reinforced Plastics, LLC
5599 Perry Highway
Erie, PA 16509-3562Millcreek Township
Erie CountyNWRO PAG040093 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Sean & Deonna Wolf
51 Carter Road
Thornton, PA 19373-1014Thornbury Township
Delaware CountySERO PAG041329 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Diane & Jacob Blarr
1041 Lake Street
Girard, PA 16417-1013Conneaut Township
Erie CountyNWRO PAG041332 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Roney Daniel
3509 Reichert Road
Erie, PA 16509-4343McKean Township
Erie CountyNWRO PAG041333 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Bonny & Sean Hoffman
7722 Welcana Drive
Fairview, PA 16415-1044Franklin Township
Erie CountyNWRO PAG041337 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Ashley & Timothy Blodgett
2914 Mercer Butler Pike
Slippery Rock, PA 16057Liberty Township
Mercer CountyNWRO PAG043983 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Evans Blake
P.O. Box 12
Roxbury, PA 17251-0012Lurgan Township
Franklin CountySCRO PAG043991 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Steele William A
590 N Middleton Road
Carlisle, PA 17013-8784North Middleton Township
Cumberland CountySCRO PAG056275 PAG-05 NPDES General Permit for Groundwater Cleanup New Krupa Gas Corp
6002 Natl Pike E
Brownsville, PA 15417Redstone Township
Fayette CountySWRO PAG122216 PAG-12 NPDES General Permit for CAFOs Renewal Musser Jairus L
95 Ferebees Road
Pine Grove, PA 17963-8200Washington Township
Schuylkill CountySCRO PAG123550 PAG-12 NPDES General Permit for CAFOs Renewal Weiler Farms Partnership
350 E Mill Avenue
Myerstown, PA 17067-2404Jackson Township
Lebanon CountySCRO PAG123587 PAG-12 NPDES General Permit for CAFOs Renewal Rutt Ryan
524 N Garfield Road
Bernville, PA 19506-9017Penn Township
Berks CountySCRO PAG123588 PAG-12 NPDES General Permit for CAFOs Renewal Three D Farms, LLC
1883 Ragged Edge Road
Chambersburg, PA 17202-7434Greene Township
Franklin CountySCRO PAG123664 PAG-12 NPDES General Permit for CAFOs Renewal Martin Nelson W
1850 Horseshoe Pike
Annville, PA 17003-8831South Annville Township
Lebanon CountySCRO PAG123706 PAG-12 NPDES General Permit for CAFOs Renewal Michael Long Sr
39 Reeds Creek Road
Annville, PA 17003-8422East Hanover Township
Lebanon CountySCRO PAG123770 PAG-12 NPDES General Permit for CAFOs Renewal Noah Light
791 Greble Road
Lebanon, PA 17046-7852Bethel Township
Lebanon CountySCRO PAG123788 PAG-12 NPDES General Permit for CAFOs Renewal Noah W Kreider & Sons LLP
1461 Lancaster Road
Manheim, PA 17545-9768South Annville Township
Lebanon CountySCRO PAG123828 PAG-12 NPDES General Permit for CAFOs Renewal Brechbill Christopher J
3387 Mont Alto Road
Fayetteville, PA 17222-9661Guilford Township
Franklin CountySCRO PAG123843 PAG-12 NPDES General Permit for CAFOs Renewal Dwayne Nolt
58 E Strack Drive
Myerstown, PA 17067-2160Jackson Township
Lebanon CountySCRO PAG123869 PAG-12 NPDES General Permit for CAFOs Renewal Misty Glen Properties LP
230 Poplar Road
Fleetwood, PA 19522-8936Swatara Township
Lebanon CountySCRO PAG123911 PAG-12 NPDES General Permit for CAFOs Renewal Weaver Arlin
201 Bullshead Road
Newville, PA 17241North Newton Township
Cumberland CountySCRO PAG123937 PAG-12 NPDES General Permit for CAFOs Renewal Light Jacob
177 Blue Mountain Road
Fredericksburg, PA 17026-9352Bethel Township
Lebanon CountySCRO PAG123943 PAG-12 NPDES General Permit for CAFOs Renewal Curtis R Musser
330 Bordner Road
Richland, PA 17087-9608Bethel Township
Berks CountySCRO PAG126106 PAG-12 NPDES General Permit for CAFOs Renewal Washington Trotting Association, LLC
210 Racetrack Road
Washington, PA 15301-8966North Strabane Township
Washington CountySCRO 1519409 Pump Stations Individual WQM Permit Amendment Oxford Borough Area Sewer Authority
Chester County
P.O. Box 380
Oxford, PA 19363Oxford Borough
Chester CountySERO 1524404 Pump Stations Individual WQM Permit New Oxford Area Sewer Authority
P.O. Box 380
Oxford, PA 19363-1601Lower Oxford Township
Chester CountySERO 1019402 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Sunday Lauren
123 Old Route 68
Evans City, PA 16033-7613Forward Township
Butler CountyNWRO 2392418 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Sean & Deonna Wolf
51 Carter Road
Thornton, PA 19373-1014Thornbury Township
Delaware CountySERO
II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.
Northcentral Regional Office
PA0060208, Sewage, SIC Code 4952, Nelson Township Authority, Tioga County, P.O. Box 100, Nelson, PA 16940-0100. Facility Name: Nelson Township Authority Sewer Plant. This existing facility is located in Nelson Township, Tioga County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Cowanesque River (WWF), is located in State Water Plan watershed 4-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX Report
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 10 16 XXX 25 40 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Total Suspended Solids 12 18 XXX 30 45 60 Total Suspended Solids
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen Report
XXX XXX Report
XXX XXX Total Phosphorus 0.8 XXX XXX 2.0 XXX 4 E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX Total Nitrogen XXX Report
Daily MaxXXX XXX Report
Daily MaxXXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northcentral Regional Office
PA0231754, Sewage, SIC Code 4952, Kailee N. Karycki, 792 Brush Valley Road, Sunbury, PA 17801-7500. Facility Name: Karycki SFTF. This proposed facility will be located in Rockefeller Township, Northumberland County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary of Susquehanna River (WWF, MF), is located in State Water Plan watershed 6-B and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northeast Regional Office
PA0062570, Sewage, SIC Code 4952, Covington Township Sewer Authority, P.O. Box 266, Moscow, PA 18444-0266. Facility Name: Covington Township Sewer Authority WWTP. This existing facility is located in Covington Township, Lackawanna County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Roaring Brook (HQ-CWF, MF), is located in State Water Plan watershed 5-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstant. Minimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 3041 67 XXX 25.0 40.0 50.0 May 1 - Oct 31 25 41 XXX 15.0 25.0 30.0 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
Report
XXX Report
Report
XXX Total Suspended Solids 50 75 XXX 30.0 45.0 60.0 Total Suspended Solids
Raw Sewage InfluentReport
Report
XXX Report
Report
XXX Fecal Coliform (No./100 mL)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N Report
XXX XXX Report
XXX XXX Total Nitrogen Report
XXX XXX Report
XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 3012.6 XXX XXX 7.5 XXX 15.0 May 1 - Oct 31 4.2 XXX XXX 2.5 XXX 5.0 Total Kjeldahl Nitrogen Report
XXX XXX Report
XXX XXX Total Phosphorus 1.7 XXX XXX 1.0 XXX 2.0 The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX E. Coli (No./100 mL) XXX XXX XXX XXX XXX Report
Copper, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Zinc, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX In addition, the permit contains the following major special conditions:
• Solids Management
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
Northeast Regional Office
PA0012203, Industrial, SIC Code 3931, Allen Organ Company, LLC, 150 Locust Street, Macungie, PA 18062-1165. Facility Name: Allen Organ Company, LLC. This existing facility is located in Macungie Borough, Lehigh County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste and stormwater.
The receiving stream(s), Swabia Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.44 MGD—Interim Limits.
(From Permit Effective Date to Three Years After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Temperature (deg F) (°F)
Jan 1 - 31XXX XXX XXX XXX 99.7 XXX Feb 1 - 29 XXX XXX XXX XXX 88.6 XXX Mar 1 - 31 XXX XXX XXX XXX 110.0 XXX Apr 1 - 15 XXX XXX XXX XXX 110.0 XXX Apr 16 - 30 XXX XXX XXX XXX 97.8 XXX May 1 - 15 XXX XXX XXX XXX 80.6 XXX May 16 - 31 XXX XXX XXX XXX 84.6 XXX Jun 1 - 15 XXX XXX XXX XXX 78.5 XXX Jun 16 - 30 XXX XXX XXX XXX 82.5 XXX Jul 1 - 31 XXX XXX XXX XXX 80.2 XXX Aug 1 - 31 XXX XXX XXX XXX 77.7 XXX Sep 1 - 15 XXX XXX XXX XXX 72.3 XXX Sep 16 - 30 XXX XXX XXX XXX 66.3 XXX Oct 1 - 15 XXX XXX XXX XXX 61.8 XXX Oct 16 - 31 XXX XXX XXX XXX 57.8 XXX Nov 1 - 15 XXX XXX XXX XXX 54.7 XXX Nov 16 - 30 XXX XXX XXX XXX 57.4 XXX Dec 1 - 31 XXX XXX XXX XXX 97.8 XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 The proposed effluent limits for Outfall 001 are based on a design flow of 0.44 MGD—Final Limits.
(From Three Years After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Temperature (deg F) (°F)
Jan 1 - 31XXX XXX XXX XXX 91.2 XXX Feb 1 - 29 XXX XXX XXX XXX 81.7 XXX Mar 1 - 31 XXX XXX XXX XXX 110.0 XXX Apr 1 - 15 XXX XXX XXX XXX 110.0 XXX Apr 16 - 30 XXX XXX XXX XXX 91.7 XXX May 1 - 15 XXX XXX XXX XXX 77.2 XXX May 16 - 31 XXX XXX XXX XXX 81.2 XXX Jun 1 - 15 XXX XXX XXX XXX 76.5 XXX Jun 16 - 30 XXX XXX XXX XXX 80.5 XXX Jul 1 - 31 XXX XXX XXX XXX 79.1 XXX Aug 1 - 31 XXX XXX XXX XXX 76.8 XXX Sep 1 - 15 XXX XXX XXX XXX 71.6 XXX Sep 16 - 30 XXX XXX XXX XXX 65.6 XXX Oct 1 - 15 XXX XXX XXX XXX 61.0 XXX Oct 16 - 31 XXX XXX XXX XXX 57.0 XXX Nov 1 - 15 XXX XXX XXX XXX 53.7 XXX Nov 16 - 30 XXX XXX XXX XXX 55.3 XXX Dec 1 - 31 XXX XXX XXX XXX 89.9 XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 The proposed effluent limits for Outfall 002 are based on a design flow of 0.44 MGD—Interim Limits.
(From Permit Effective Date to Three Years After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Temperature (deg F) (°F)
Jan 1 - 31XXX XXX XXX XXX 99.7 XXX Feb 1 - 29 XXX XXX XXX XXX 88.6 XXX Mar 1 - 31 XXX XXX XXX XXX 110.0 XXX Apr 1 - 15 XXX XXX XXX XXX 110.0 XXX Apr 16 - 30 XXX XXX XXX XXX 97.8 XXX May 1 - 15 XXX XXX XXX XXX 80.6 XXX May 16 - 31 XXX XXX XXX XXX 84.6 XXX Jun 1 - 15 XXX XXX XXX XXX 78.5 XXX Jun 16 - 30 XXX XXX XXX XXX 82.5 XXX Jul 1 - 31 XXX XXX XXX XXX 80.2 XXX Aug 1 - 31 XXX XXX XXX XXX 77.7 XXX Sep 1 - 15 XXX XXX XXX XXX 72.3 XXX Sep 16 - 30 XXX XXX XXX XXX 66.3 XXX Oct 1 - 15 XXX XXX XXX XXX 61.8 XXX Oct 16 - 31 XXX XXX XXX XXX 57.8 XXX Nov 1 - 15 XXX XXX XXX XXX 54.7 XXX Nov 16 - 30 XXX XXX XXX XXX 57.4 XXX Dec 1 - 31 XXX XXX XXX XXX 97.8 XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 The proposed effluent limits for Outfall 002 are based on a design flow of 0.44 MGD—Final Limits.
(From Three Years After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Temperature (deg F) (°F)
Jan 1 - 31XXX XXX XXX XXX 91.2 XXX Feb 1 - 29 XXX XXX XXX XXX 81.7 XXX Mar 1 - 31 XXX XXX XXX XXX 110.0 XXX Apr 1 - 15 XXX XXX XXX XXX 110.0 XXX Apr 16 - 30 XXX XXX XXX XXX 91.7 XXX May 1 - 15 XXX XXX XXX XXX 77.2 XXX May 16 - 31 XXX XXX XXX XXX 81.2 XXX Jun 1 - 15 XXX XXX XXX XXX 76.5 XXX Jun 16 - 30 XXX XXX XXX XXX 80.5 XXX Jul 1 - 31 XXX XXX XXX XXX 79.1 XXX Aug 1 - 31 XXX XXX XXX XXX 76.8 XXX Sep 1 - 15 XXX XXX XXX XXX 71.6 XXX Sep 16 - 30 XXX XXX XXX XXX 65.6 XXX Oct 1 - 15 XXX XXX XXX XXX 61.0 XXX Oct 16 - 31 XXX XXX XXX XXX 57.0 XXX Nov 1 - 15 XXX XXX XXX XXX 53.7 XXX Nov 16 - 30 XXX XXX XXX XXX 55.3 XXX Dec 1 - 31 XXX XXX XXX XXX 89.9 XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 The proposed effluent limits for Outfall 003 are based on a design flow of 0.44 MGD—Interim Limits.
(From Permit Effective Date to Three Years After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Temperature (deg F) (°F)
Jan 1 - 31XXX XXX XXX XXX 99.7 XXX Feb 1 - 29 XXX XXX XXX XXX 88.6 XXX Mar 1 - 31 XXX XXX XXX XXX 110.0 XXX Apr 1 - 15 XXX XXX XXX XXX 110.0 XXX Apr 16 - 30 XXX XXX XXX XXX 97.8 XXX May 1 - 15 XXX XXX XXX XXX 80.6 XXX May 16 - 31 XXX XXX XXX XXX 84.6 XXX Jun 1 - 15 XXX XXX XXX XXX 78.5 XXX Jun 16 - 30 XXX XXX XXX XXX 82.5 XXX Jul 1 - 31 XXX XXX XXX XXX 80.2 XXX Aug 1 - 31 XXX XXX XXX XXX 77.7 XXX Sep 1 - 15 XXX XXX XXX XXX 72.3 XXX Sep 16 - 30 XXX XXX XXX XXX 66.3 XXX Oct 1 - 15 XXX XXX XXX XXX 61.8 XXX Oct 16 - 31 XXX XXX XXX XXX 57.8 XXX Nov 1 - 15 XXX XXX XXX XXX 54.7 XXX Nov 16 - 30 XXX XXX XXX XXX 57.4 XXX Dec 1 - 31 XXX XXX XXX XXX 97.8 XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 The proposed effluent limits for Outfall 003 are based on a design flow of 0.44 MGD—Final Limits.
(From Three Years After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Temperature (deg F) (°F)
Jan 1 - 31XXX XXX XXX XXX 91.2 XXX Feb 1 - 29 XXX XXX XXX XXX 81.7 XXX Mar 1 - 31 XXX XXX XXX XXX 110.0 XXX Apr 1 - 15 XXX XXX XXX XXX 110.0 XXX Apr 16 - 30 XXX XXX XXX XXX 91.7 XXX May 1 - 15 XXX XXX XXX XXX 77.2 XXX May 16 - 31 XXX XXX XXX XXX 81.2 XXX Jun 1 - 15 XXX XXX XXX XXX 76.5 XXX Jun 16 - 30 XXX XXX XXX XXX 80.5 XXX Jul 1 - 31 XXX XXX XXX XXX 79.1 XXX Aug 1 - 31 XXX XXX XXX XXX 76.8 XXX Sep 1 - 15 XXX XXX XXX XXX 71.6 XXX Sep 16 - 30 XXX XXX XXX XXX 65.6 XXX Oct 1 - 15 XXX XXX XXX XXX 61.0 XXX Oct 16 - 31 XXX XXX XXX XXX 57.0 XXX Nov 1 - 15 XXX XXX XXX XXX 53.7 XXX Nov 16 - 30 XXX XXX XXX XXX 55.3 XXX Dec 1 - 31 XXX XXX XXX XXX 89.9 XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report
XXX Total Suspended Solids XXX XXX XXX XXX Report
XXX Total Nitrogen XXX XXX XXX XXX Report
XXX Total Phosphorus XXX XXX XXX XXX Report
XXX Zinc, Total XXX XXX XXX XXX Report
XXX The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report
XXX Total Suspended Solids XXX XXX XXX XXX Report
XXX Total Nitrogen XXX XXX XXX XXX Report
XXX Total Phosphorus XXX XXX XXX XXX Report
XXX Zinc, Total XXX XXX XXX XXX Report
XXX In addition, the permit contains the following major special conditions:
• Chemical Additives
• Requirements Applicable to Stormwater Outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
Northeast Regional Office
PA0060747, Industrial, SIC Code 3087, Westchester Plastics, LLC, 42 Mountain Avenue, Nesquehoning, PA 18240. Facility Name: Westchester Plastics. This existing facility is located in Nesquehoning Borough, Carbon County.
Description of Existing Activity: The application is for renewal and transfer of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Nesquehoning Creek (CWF, MF) is located in State Water Plan watershed 2-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.28 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Aluminum, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Iron, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Manganese, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX
The proposed effluent limits for Outfall 001 are based on a design flow of 0.28 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Biochemical Oxygen Demand (BOD5) XXX 67.2 XXX XXX XXX XXX Total Suspended Solids XXX 49.1 XXX XXX XXX XXX Oil and Grease XXX 75.0 XXX 15.0 XXX 30.0 Copper, Total Report
Report
XXX Report
Report
XXX
The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report
XXX Total Suspended Solids XXX XXX XXX XXX Report
XXX Zinc, Total XXX XXX XXX XXX Report
XXX
The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report
XXX Total Suspended Solids XXX XXX XXX XXX Report
XXX Zinc, Total XXX XXX XXX XXX Report
XXX
In addition, the permit contains the following major special conditions:
• Chemical Additives
• Requirements Applicable to Stormwater Outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is not in effect.
Northwest Regional Office
PA0272566, Sewage, SIC Code 8800, Ronald Cehelsky, 221 Carbon Center Road, Butler, PA 16002-1021. Facility Name: Ronald Cehelsky SRSTP. This existing facility is located in Summit Township, Butler County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Bonnie Brook (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0295574, Sewage, SIC Code 4952, Grace Comm Church Curllsville, 3225 Curllsville Road, Sligo, PA 16255. Facility Name: Grace Community Church SFTF. This proposed facility is located in Monroe Township, Clarion County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SFTF sewage.
The receiving stream(s), Licking Creek (CWF), is located in State Water Plan watershed 17-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0012 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (GPD) Report
XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX In addition, the permit contains the following major special conditions:
• Part C 150—UV Cleaning
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0295591, Sewage, SIC Code 8800, Sanmar Woodlands, LLC, 5501 Route 89, North East, PA 16428-5054. Facility Name: West Stancliff SRSTP. This proposed facility is located in Franklin Township, Erie County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Goodban Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX In addition, the permit contains the following major special conditions:
• Part C 150—UV Cleaning
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0295639, Sewage, SIC Code 4952, 8811, Pamela McNeal, 108 Ball Hill Road, Pleasantville, PA 16341-4202. Facility Name: Pamela McNeal SRSTP. This proposed facility is located in Harmony Township, Forest County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Stewart Run (HQ-CWF), is located in State Water Plan watershed 16-E and is classified for High Quality—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX In addition, the permit contains the following major special conditions:
• Part C 150—UV Cleaning
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0295728, Sewage, SIC Code 8800, David Reiser, 13692 Ridge Road, West Springfield, PA 16443-9446. Facility Name: David Reiser SRSTP. This proposed facility is located in McKean Township, Erie County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to Elk Creek (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX In addition, the permit contains the following major special conditions:
• Part C 150—UV Cleaning
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0000345, Industrial, SIC Code 4941, PA American Water Company, 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: PA American Water Clarion. This existing facility is located in Clarion Township, Clarion County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream(s), Clarion River, is located in State Water Plan watershed 17-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.349 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX 9.0 XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.6 Total Suspended Solids Report
Report
XXX 30.0 60.0 75 Aluminum, Total Report
Report
XXX 4.0 8.0 10 Iron, Total Report
Report
XXX 2.0 4.0 5 Manganese, Total Report
Report
XXX 1.0 2.0 2.5 In addition, the permit contains the following major special conditions:
• Sediment Basin Cleaning
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0020648, Sewage, SIC Code 4952, Port Royal Borough Municipal Authority, 804 W 8th Street, Port Royal, PA 17082-9400. Facility Name: Port Royal Bergstresser WWTP. This existing facility is located in Port Royal Borough, Juniata County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Juniata River (WWF), is located in State Water Plan watershed 12-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 42.0 67.0 XXX 25.0 40.0 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Total Suspended Solids 50.0 75.0 XXX 30.0 45.0 60 Total Suspended Solids
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Total Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30Report
XXX XXX Report
XXX XXX May 1 - Oct 31 Report
XXX XXX Report
XXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
XXX XXX Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus Report
XXX XXX Report
XXX XXX Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX
The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumTotal Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX
* This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
In addition, the permit contains the following major special conditions: N/A
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0020711, Sewage, SIC Code 4952, Topton Borough, Berks County, 205 S Callowhill Street, Topton, PA 19562-1750. Facility Name: Topton Borough STP. This existing facility is located in Topton Borough, Berks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Unnamed Tributary of Little Lehigh Creek (HQ-CWF), is located in State Water Plan watershed 2-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .3 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX 9.0
Daily MaxXXX Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.05 XXX 0.16 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 3050 75 XXX 20.0 30.0 40 May 1 - Oct 31 25 37 XXX 10.0 15.0 20 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX CBOD20 Minimum % Removal (%) XXX XXX XXX Report
XXX XXX Total Suspended Solids 75 113 XXX 30.0 45.0 60 Total Suspended Solids
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Total Nitrogen Report
XXX XXX Report
XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 307.5 XXX XXX 3.0 XXX 4.5 May 1 - Oct 31 2.5 XXX XXX 1.0 XXX 1.5 Nitrate as N Report
XXX XXX Report
XXX XXX Total Phosphorus 5.0 XXX XXX 2.0 XXX XXX Copper, Total 0.055 0.086
Daily MaxXXX 0.022 0.035
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .3 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Dissolved Solids XXX Report
Daily MaxXXX XXX 1,000.00
Daily MaxXXX E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0027197, Sewage, SIC Code 4952, Capital Region Water, 212 Locust Street, Suite 500, Harrisburg, PA 17101-1510. Facility Name: Harrisburg Advanced Wastewater Treatment Facility. This existing facility is located in Harrisburg City, Dauphin County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Susquehanna River (WWF, MF) is located in State Water Plan watershed 7-C and is classified for Warm Water Fishes, Cold Water Fishes, and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 37.7 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 7,860 12,577 XXX 25.0 40.0 50 Total Suspended Solids 9,433 14,149 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Total Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen XXX XXX XXX Report
XXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
XXX XXX Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 629 XXX XXX 2.0 XXX 4 Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX PFOA (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX PFOS (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX PFBS (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX HFPO-DA (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 37.7 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.05 XXX 0.16 Carbonaceous Biochemical Oxygen Demand (CBOD5) 7,860 12,577 XXX 25.0 40.0 50 Total Suspended Solids 9,433 14,149 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Total Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen XXX XXX XXX Report
XXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
XXX XXX Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 629 XXX XXX 2.0 XXX 4 Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX PFOA (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX PFOS (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX PFBS (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX HFPO-DA (ng/L) XXX XXX XXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 37.7 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum Instant.
MaximumBiochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
Report
XXX Report
XXX XXX Total Suspended Solids
Raw Sewage InfluentReport
Report
XXX Report
XXX XXX Total Nitrogen (Total Load, lbs) (lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumTotal Nitrogen (Total Load, lbs) (lbs)
Effluent NetXXX 688,575
Total AnnualXXX XXX XXX XXX Total Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs)
Effluent NetXXX 91,810
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
This draft permit contains special conditions for Combined Sewer Overflow (CSO) outfalls in Part C.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
Southcentral Regional Office
PA0110361, Sewage, SIC Code 4952, Freedom Township Water & Sewer Authority, 131 Municipal Street, East Freedom, PA 16637-8158. Facility Name: Freedom Township STP. This existing facility is located in Freedom Township, Blair County.
Description of Existing Activity: The application is to amend a NPDES permit for an existing discharge of treated.
The receiving stream(s), Unnamed Tributary to Frankstown Branch Juniata River (WWF, MF) and Frankstown Branch Juniata River (TSF, MF), is located in State Water Plan watershed 11-A and is classified for Trout Stocking, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .97 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 202 324 XXX 25.0 40.0 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Total Suspended Solids
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Total Suspended Solids 243 364 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Total Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30145 XXX XXX 18.0 XXX 36 May 1 - Oct 31 49 XXX XXX 6.0 XXX 12 Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
XXX XXX Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ultraviolet light dosage
(mjoules/cm2)XXX XXX Report
XXX XXX XXX
The proposed effluent limits for Outfall 001 are based on a design flow of .97 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageInstant.
MaximumE. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX Copper, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Zinc, Total Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX
The proposed effluent limits for Outfall 002 are based on a design flow of .97 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 80 121 XXX 10.0 15.0 20 Total Suspended Solids 80 121 XXX 10.0 15.0 20 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Total Nitrogen 40 XXX XXX 5.0 XXX 10 Ammonia-Nitrogen
Nov 1 - Apr 3031.5 XXX XXX 3.9 XXX 7.8 May 1 - Oct 31 10.5 XXX XXX 1.3 XXX 2.6 Total Phosphorus 4.0 XXX XXX 0.5 XXX 1 Copper, Total Report
XXX XXX Report
XXX XXX Zinc, Total Report
XXX XXX Report
XXX XXX Ultraviolet light dosage
(mjoules/cm2)XXX XXX Report
XXX XXX XXX
The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly Average Maximum Instant.
MaximumTotal Nitrogen (Total Load, lbs) (lbs)
Effluent NetXXX 10,959
Total AnnualXXX XXX XXX XXX Total Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs)
Effluent NetXXX 1,461
Total AnnualXXX XXX XXX XXX
* This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
Southcentral Regional Office
PA0266990, Sewage, SIC Code 8811, John J Pepple, 2247 French Creek Road, Everett, PA 15537-5264. Facility Name: Pepple Residence. This existing facility is located in East Providence Township, Bedford County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to French Run (WWF, MF), is located in State Water Plan watershed 11-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0294403, Sewage, SIC Code 8811, Broad Top Township, Bedford County, 124 Hitchens Road, Defiance, PA 16633-9002. Facility Name: Foor Bittner Residence. This proposed facility is located in Broad Top Township, Bedford County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Sherman Valley Run (CWF, MF), is located in State Water Plan watershed 11-D and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0080322, Industrial, SIC Code 4953, Greater Lebanon Refuse Authority, 1800 Russell Road, Lebanon, PA 17046-1425. Facility Name: Greater Lebanon Refuse Landfill. This existing facility is located in North Lebanon Township, Lebanon County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream(s), Unnamed Tributary of Swatara Creek (WWF), is located in State Water Plan watershed 7-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .331 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) Report
Report
XXX 20.0 40.0 50 Total Suspended Solids Report
Report
XXX 30.0 60.0 75 Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX 6.0 12.0 15 May 1 - Oct 31 Report
Report
XXX 2.0 4.0 5 Total Kjeldahl Nitrogen XXX XXX XXX Report
XXX XXX Total Phosphorus Report
Report
XXX 2.0 4.0 5 Aluminum, Total Report
Report
XXX 0.6 1.2 1.5 Iron, Dissolved Report
Report
XXX Report
Report
XXX Iron, Total Report
Report
XXX 1.87 3.74 4.67 Manganese, Total Report
Report
XXX 1.2 2.4 3 The proposed effluent limits for Outfall 001 are based on a design flow of .331 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX PFOA (ng/L) XXX XXX XXX XXX XXX Report PFOS (ng/L) XXX XXX XXX XXX XXX Report
PFBS (ng/L) XXX XXX XXX XXX XXX Report
HFPO-DA (ng/L) XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 003 and 005are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Daily
MaximumMaximum IMAX pH (S.U.) XXX XXX XXX Report
XXX XXX Chemical Oxygen Demand (COD) XXX XXX XXX Report
XXX XXX Total Suspended Solids XXX XXX XXX Report
XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX Ammonia-Nitrogen XXX XXX XXX Report
XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
XXX XXX Total Phosphorus XXX XXX XXX Report
XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Iron, Total XXX XXX XXX Report
XXX XXX In addition, the permit contains the following major special conditions:
• Approval contingencies
• Collected screenings, slurries, sludges, and other solids management
• Stormwater tequirements
• Landfill leachate discharge requirement
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southeast Regional Office
PA0050911, Sewage, SIC Code 4952,8211, Upper Perkiomen School District, 2229 E Buck Road, Suite 2, Pennsburg, PA 18073-2341. Facility Name: Marlborough Elementary School STP. This existing facility is located in Marlborough Township, Montgomery County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Perkiomen Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .00425 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Instantaneous
MinimumAverage Monthly Maximum Instant.
MaximumFlow (MGD) Report
XXX XXX XXX XXX XXX pH (S.U.)
Sep 1 - May 31XXX XXX 6.0 XXX XXX 9.0 Jun 1 - Aug 31 XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen
Sep 1 - May 31XXX XXX 5.0 XXX XXX XXX Jun 1 - Aug 31 XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 60 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light intensity
(mW/cm2)
Sep 1 - May 31XXX XXX Report
XXX XXX XXX Jun 1 - Aug 31 XXX XXX Report
XXX XXX XXX Total Nitrogen XXX XXX XXX Report
XXX XXX Ammonia-Nitrogen XXX XXX XXX 4.0 XXX 8 Total Phosphorus 0.017 XXX XXX 0.5 XXX 1 Sludge use and disposal description and location(s): Liquid sludge hauled off-site to Pottstown Sewage Treatment Facility (Permit # PA0026786) for incineration/land application by McGovern Environmental.
In addition, the permit contains the following major special conditions:
I. Other Requirements
A. No Stormwater to Sewer
B. Necessary Property Rights
C. Proper Sludge Disposal
D. Abandon STP when Public Sewer Become Available
E. Total Residual Chlorine Requirement
F. Notification of Designated Operator
G. Operation and Maintenance Plan
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
Southeast Regional Office
PA0056553, Storm Water, SIC Code 3271, Allan Myers, L.P., dba Allan Myers Materials, 638 Lancaster Avenue, Malvern, PA 19355. Facility Name: Devault Asphalt Plant. This existing facility is located in Charlestown Township, Chester County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial stormwater.
The receiving stream(s), Unnamed Tributary of Pickering Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Migratory Fishes and High-Quality Waters, Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Daily
MaximumMaximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Chemical Oxygen Demand (COD) XXX XXX XXX 120 XXX XXX Total Suspended Solids XXX XXX XXX 100 XXX XXX Oil and Grease XXX XXX XXX 15.0
Semi AvgXXX 30.0 Total Nitrogen XXX XXX XXX Report
XXX Report
Total Phosphorus XXX XXX XXX Report
XXX Report In addition, the permit contains the following major special conditions:
• Stormwater outfalls and other authorized non-stormwater discharges
• Best management practices (BMPs)
• Stormwater monitoring requirements
• Preparedness, Prevention and Contingency (PPC) Plan
• Acquire necessary property rights
• Proper disposal of collected screenings, slurries, sludges and other solids
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
Southwest Regional Office
PA0216381, Sewage, SIC Code 4952, MDDA, LLC, 114 Snyder Drive, Rochester, PA 15074-2706. Facility Name: Holly Hill Sewage Treatment Plant. This existing facility is located in New Sewickley Township, Beaver County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), UNT of Crows Run, is located in State Water Plan watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.009 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) 0.0178 XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 3.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25.0 XXX 50.0 Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX Report
XXX Report
May 1 - Oct 31 XXX XXX XXX 20.0 XXX 40.0 Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
Southwest Regional Office
PA0025844, Industrial, SIC Code 9651, USHHS, CDC, NIOSH Pittsburgh, 626 Cochrans Mill Road, Pittsburgh, PA 15236-3611. Facility Name: Bruceton Research Center. This existing facility is located in South Park Township, Allegheny County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream(s), Unnamed Tributary to Lick Run (TSF) and Lick Run (TSF), is located in State Water Plan watershed 19-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001:
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report
XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report
XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX Total Suspended Solids XXX XXX XXX XXX Report
XXX Oil and Grease XXX XXX XXX XXX Report
XXX Total Nitrogen XXX XXX XXX XXX Report
XXX Total Phosphorus XXX XXX XXX XXX Report
XXX Aluminum, Total XXX XXX XXX XXX Report
XXX Iron, Total XXX XXX XXX XXX Report
XXX Lead, Total XXX XXX XXX XXX Report
XXX Manganese, Total XXX XXX XXX XXX Report
XXX Mercury, Total XXX XXX XXX XXX Report
XXX The proposed effluent limits for IMP 101 are based on a design flow of .036 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 35.0 70.0 XXX Aluminum, Total XXX XXX XXX 0.75 0.75 XXX Cobalt, Total (ug/L) XXX XXX XXX Report
Report
XXX Iron, Total XXX XXX XXX 3.5 7.0 XXX Manganese, Total XXX XXX XXX 2.0 4.0 XXX Nickel, Total XXX XXX XXX Report
Report
XXX Selenium, Total XXX XXX XXX Report
Report
XXX Sulfate, Total XXX XXX XXX Report
Report
XXX Thallium, Total (ug/L) XXX XXX XXX Report
Report
XXX Chloride XXX XXX XXX Report
Report
XXX PFOA (ng/L) XXX XXX XXX XXX Report
XXX PFOS (ng/L) XXX XXX XXX XXX Report
XXX PFBS (ng/L) XXX XXX XXX XXX Report
XXX HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX The proposed effluent limits for IMP 101 are based on a design flow of .036 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 35.0 70.0 XXX Aluminum, Total XXX XXX XXX 0.75 0.75 XXX Cobalt, Total (ug/L) XXX XXX XXX 46.4 72.4 XXX Iron, Total XXX XXX XXX 3.5 7.0 XXX Manganese, Total XXX XXX XXX 2.0 3.8 XXX Nickel, Total XXX XXX XXX Report
Report
XXX Selenium, Total XXX XXX XXX Report
Report
XXX Sulfate, Total XXX XXX XXX Report
Report
XXX Thallium, Total (ug/L) XXX XXX XXX 0.59 0.91 XXX Chloride XXX XXX XXX Report
Report
XXX PFOA (ng/L) XXX XXX XXX XXX Report
XXX PFOS (ng/L) XXX XXX XXX XXX Report
XXX PFBS (ng/L) XXX XXX XXX XXX Report
XXX HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX The proposed effluent limits for Outfall 002:
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report
XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report
XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX Total Suspended Solids XXX XXX XXX XXX Report
XXX Oil and Grease XXX XXX XXX XXX Report
XXX Total Nitrogen XXX XXX XXX XXX Report
XXX Total Phosphorus XXX XXX XXX XXX Report
XXX Aluminum, Total XXX XXX XXX XXX Report
XXX Iron, Total XXX XXX XXX XXX Report
XXX Lead, Total XXX XXX XXX XXX Report
XXX Manganese, Total XXX XXX XXX XXX Report
XXX Mercury, Total XXX XXX XXX XXX Report
XXX The proposed effluent limits for Outfall 009 are based on a design flow of .05 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report
Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX Total Dissolved Solids XXX XXX XXX Report
Report
XXX Aluminum, Total XXX XXX XXX 0.75 0.75 XXX Antimony, Total XXX XXX XXX Report
Report
XXX Arsenic, Total XXX XXX XXX Report
Report
XXX Cadmium, Total (ug/L) XXX XXX XXX 5.5 8.5 XXX Chromium, Hexavalent (ug/L) XXX XXX XXX 10.5 16.4 XXX Cobalt, Total XXX XXX XXX Report
Report
XXX Copper, Total XXX XXX XXX Report
Report
XXX Iron, Total XXX XXX XXX 1.5 3.0 XXX Lead, Total XXX XXX XXX Report
Report
XXX Manganese, Total XXX XXX XXX 2.0 4.0 XXX Mercury, Total XXX XXX XXX Report
Report
XXX Nickel, Total XXX XXX XXX Report
Report
XXX Selenium, Total (ug/L) XXX XXX XXX 5.05 7.87 XXX Silver, Total XXX XXX XXX Report
Report
XXX Thallium, Total XXX XXX XXX Report
Report
XXX Zinc, Total XXX XXX XXX Report
Report
XXX 2,4-Dinitrophenol (ug/L) XXX XXX XXX 10.1 15.8 XXX 4,6-dinitro-o-cresol (ug/L) XXX XXX XXX 2.02 3.16 XXX 3,3-Dichlorobenzidine (ug/L) XXX XXX XXX 0.06 0.094 XXX Acrolein (ug/L) XXX XXX XXX 3.0 3.03 XXX Acrylamide (ug/L) XXX XXX XXX 0.085 0.13 XXX 1,3-Dichloropropylene (ug/L) XXX XXX XXX 0.33 0.51 XXX 1,2,4-Trichlorobenzene (ug/L) XXX XXX XXX 0.071 0.11 XXX Nitrobenzene (ug/L) XXX XXX XXX 10.1 15.8 XXX Benzene (ug/L) XXX XXX XXX 0.7 1.09 XXX Benzidine (ug/L) XXX XXX XXX 0.0001 0.0002 XXX Bis(2-Ethylhexyl)Phthalate (ug/L) XXX XXX XXX 0.39 0.6 XXX Di-n-Butyl Phthalate (ug/L) XXX XXX XXX Report
Report
XXX Hexachlorobutadiene (ug/L) XXX XXX XXX 0.012 0.019 XXX Trichloroethylene (ug/L) XXX XXX XXX Report
Report
XXX PFOA (ng/L) XXX XXX XXX XXX Report
XXX PFOS (ng/L) XXX XXX XXX XXX Report
XXX PFBS (ng/L) XXX XXX XXX XXX Report
XXX HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX In addition, the permit contains the following major special conditions:
WQBELs Below Quantitation Limits
• The following parameter(s) are subject to water quality-based effluent limits (WQBELs) in Part A of this permit that are necessary to comply with state water quality standards, but may be less than quantitation limits (QLs), as defined in 25 Pa. Code § 252.1, that are generally achievable by conventional analytical technology. The permittee shall analyze the parameter(s) using methods that will achieve the QL(s) as follows. For the purpose of compliance, a statistical value reported on the DMR that is less than the QL(s) (i.e., ''non-detect'') will be considered to be in compliance.
Parameter Name Quantitation Limit Total Thallium 2.0 µg/L 1,3-Dichloropropylene 0.5 µg/L 4,6-Dinitro-o-Cresol 10.0 µg/L Benzidine, Bis(2-Ethylhexyl)Phthalate 5.0 µg/L 3,3-Dichlorobenzidine 5.0 µg/L Hexachlorobutadiene 0.5 µg/L 1,2,4-Trichlorobenzene 0.5 µg/L • The permittee shall, where determined to be feasible by the permittee, achieve a QL less than the QL previously identified to improve the level of confidence that state water quality standards are being met in the receiving waters.
• The permittee shall manage non-detect values and report statistical results to DEP in accordance with published DMR guidance (3800-BK-DEP3047). Where a mixed data set exists containing non-detect results and ''detected'' values (i.e., results greater than or equal to the QL), the QL shall be used for non-detect results to compute average statistical results.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Southeast Regional Office
Applicant: Ellen Stetler
Applicant Address: 17 Village Square, Paoli, PA 19301
Application Number: PAD150336
Application Type: New
Municipality/County: Charlestown Township, Chester County
Project Site Name: 11 Rapps Run
Total Earth Disturbance Area (acres): 2.34 acres
Surface Waters Receiving Stormwater Discharges: Pigeon Creek to Pickering Creek (HQ-TSF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The project site for the proposed single family home, garage, pool, and basketball court is located at 11 Rapps Run Drive. The site slopes northeast towards the adjacent access driveway which the proposed driveway is to tie into. The southeastern boarder of the lot consist of existing woods with the northern portion consisting of lawn. The surrounding areas consist of residential lots with single family homes many of which are partially wooded lots and also slope towards the southeast with the southeastern property boundary acting as the highpoint for the surrounding properties. Runoff from the site flows overland before reaching a UNT to Pickering Creek which is within the Pickering Creek Watershed.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Southcentral Regional Office
Applicant: Northampton Farms, LLC
Applicant Address: 6150 Coffeetown Road, Orefield, PA 18069-2511
Application Number: PAD060088
Application Type: New
Municipality/County: Amity Township, Berks County
Project Site Name: Leaf Creek Farm
Total Earth Disturbance Area (acres): 91.87 acres
Surface Waters Receiving Stormwater Discharges: Leaf Creek: Manatawny Creek (WW-MF; CWF-MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construction of 322 single-family 55+ age restricted homes.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Northeast Regional Office
Applicant: Trexlertown Retail Center, LLC, c/o Anil Jivani
Applicant Address: 5917 W Tilghman Street, Allentown, PA 18104
Application Number: PAD390291
Application Type: New
Municipality/County: Upper Macungie Township, Lehigh County
Project Site Name: Trexlertown Retail Center
Total Earth Disturbance Area (acres): 1.25 acres
Surface Waters Receiving Stormwater Discharges: UNT to Cedar Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Trexlertown Retail Center, LLC is proposing the reconstruction of the existing auto service convenience store and construction of additional retail spaces, and a car wash at 5917 W Tilghman Street, Allentown, PA 18104. The project proposes a Subsurface: Dry Extended Detention Basin with MRC.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: Sundu Enterprises, LLC, c/o Chad Sundo
Applicant Address: 3150 Coffeetown Road, Orefield, PA 18069
Application Number: PAD390085
Application Type: Renewal
Municipality/County: City of Allentown, Lehigh County
Project Site Name: Southside Homes by Smart Living
Total Earth Disturbance Area (acres): 5.69 acres
Surface Waters Receiving Stormwater Discharges: Little Lehigh Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Proposed townhomes with public water and sewer and associated stormwater management.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: Buy the Load, LLC
Applicant Address: P.O. Box 427, Pocono Summit, PA 18346
Application Number: PAD450207
Application Type: New
Municipality/County: Tobyhanna Township, Monroe County
Project Site Name: Bartell Soil Stockpile
Total Earth Disturbance Area (acres): 5.5 acres
Surface Waters Receiving Stormwater Discharges: UNT to Upper Tunkhannock Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The site contains an existing stockpile that will be exported. Once the stockpile has been exported, the site will be graded and restored utilizing a meadow mix and the riparian buffer along the UNT to Upper Tunkhannock Creek will be reestablished.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: MLH Holdings, LLC
Applicant Address: 170 Butler Street, Kingston, PA 18704
Application Number: PAD350048
Application Type: New
Municipality/County: Jefferson Township, Lackawanna County
Project Site Name: Olde Grove Estates
Total Earth Disturbance Area (acres): 37.27 acres
Surface Waters Receiving Stormwater Discharges: UNT to West Branch Wallenpaupack Creek (HQ-CWF, MF) and EV Wetlands.
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Continuation of construction on the Olde Grove Estates residential subdivision originally approved and partially constructed in 2006.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: PPL Electric Utilities Corp.
Applicant Address: 1639 Church Road, GENN 4, Allentown, PA 18104-9342
Application Number: PA400007D
Application Type: New
Municipality/County: Exeter Township, Jenkins Township, Plains Township, Exeter Borough, and Wyoming Borough, Luzerne County
Project Site Name: Jenkins-Stanton 230kV Line Rebuild Project
Total Earth Disturbance Area (acres): 161.0 acres
Surface Waters Receiving Stormwater Discharges: Susquehanna River (WWF, MF), UNT to the Susquehanna River (CWF, MF), Obendoffers Creek (HQ-CWF, MF), Hicks Creek (CWF, MF), UNTs to Hicks Creek (CWF, MF), Gardner Creek (CWF, MF) and Mill Creek (CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The PPL EU Jenkins-Stanton 230kV Line Rebuild consists of the reconstruction of an existing electric utility line, approximately 8.5 miles in length and the retirement of a 2-mile section. The line starts at the Stanton Substation, southeast of Sullivan Trail (SR 0092), and travels southwest before heading south, and then southwest again, crossing over both the Susquehanna River, ending at the Jenkins Substation, South of E. Taylor Ave. (SR 2015). The entire project is located within Luzerne County and is considered a site restoration project.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southcentral Regional Office
Applicant: GLC Newberry, LLC
Applicant Address: 1275 Glenlivet Drive, Suite 100, Allentown, PA 18106
Application Number: PAD670001A-1
Application Type: Major Amendment
Municipality/County: Newberry Township, York County
Project Site Name: Goodman Logistics Center (Newberry)
Total Earth Disturbance Area (acres): 122 acres
Surface Waters Receiving Stormwater Discharges: Fishing Creek (TSF, MF), UNT to Fishing Creek (TSF, MF) and EV Wetlands.
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Industrial two warehouses with associated truck parking and loading docks.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southcentral Regional Office
Applicant: Sandy Ridge Wind 2, LLC
Applicant Address: 354 Davis Road, Suite 100, Oakville, ON L6J2X1
Application Number: PAD070009 A-3
Application Type: Major Amendment
Municipality/County: Snyder Township, Rush and Taylor Townships, Blair County, and Centre County
Project Site Name: Sandy Ridge II Wind Project
Total Earth Disturbance Area (acres): 1,221.76 acres
Surface Waters Receiving Stormwater Discharges: Sink Run (TSF, MF), Vanscoyoc Run (CWF, MF), Big Fill Run (EV, MF), Decker Run (TSF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Sandy Ridge Wind 2, LLC proposes to construct the Sandy Ridge II Wind Project to generate clean, affordable electricity. The project consists of a 60-megawatt wind energy project, including wind turbines and ancillary infrastructure. The major modification of this project is a linear utility project to be restored to predevelopment conditions. Permanent impervious areas with the expansion of the windfarm will be managed using infiltration berms for stormwater.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Northcentral Regional Office
Applicant: PA DOT Engineering District 2-0
Applicant Address: 70 PennDot Drive, Clearfield, PA 16830
Application Number: PAD140110
Application Type: New
Municipality/County: Marion Township, Centre County
Project Site Name: SR 0026, Section 147 Jacksonville Road Betterment
Total Earth Disturbance Area (acres): 21.7 acres
Surface Waters Receiving Stormwater Discharges: Unnamed Tributary to Nittany Creek (HQ-CWF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Pennsylvania Department of Transportation is applying an NPDES permit for the construction of a 2.16-Mile-long betterment project to improve roadway safety along SR 0026/Jacksonville Road. The project includes minor roadway widening and vertical curve corrections and the associated stormwater controls.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.
Northeast Regional Office
Applicant: DEPG Bartonsville Route 611 Plaza, LP/DEPG Parcel D, LLC
Applicant Address: 1000 Fayette St., Conshohocken, PA 19428
Application Number: PAD450016 A-2
Application Type: Major Amendment
Municipality/County: Stroud Township, Monroe County
Project Site Name: Plaza 611 Shopping Center
Total Earth Disturbance Area (acres): 6.77 acres
Surface Waters Receiving Stormwater Discharges: Pocono Creek (HQ-CW, MF), Wigwam Road (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Major Amendment to construct a 115,000 square foot, three (3) story self-storage facility, underground infiltration basin and parking.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southcentral Regional Office
Applicant: Trout Brothers Farm, LLC
Applicant Address: 508 Red Rock Road, Loysville, PA 17047
Application Number: PAD500023
Application Type: New
Municipality/County: Jackson Township, Perry County
Project Site Name: Proposed Feed Bunk
Total Earth Disturbance Area (acres): 11.86 acres
Surface Waters Receiving Stormwater Discharges: Shermans Creek (EV-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construction of 90,000 sf feed bunk, assorted farming/agricultural buildings, and PCSM BMPs.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Northeast Regional Office
Applicant: Peter D. Johnson
Applicant Address: 5150 Hoffmansville Road, Orefield, PA 18067-2340
Application Number: PAD390290
Application Type: New
Municipality/County: Upper Macungie Township, Lehigh County
Project Site Name: Carriage East Residential Development
Total Earth Disturbance Area (acres): 6.46 acres
Surface Waters Receiving Stormwater Discharges: UNTs to Little Lehigh Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construct a ten-lot residential subdivision. Improvements include extending Surrey Court approximately 600 feet to intersect with Schantz Road, install public utilities, two infiltration basins and an infiltration bed.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: Sheetz, Inc., c/o Robert Franks
Applicant Address: 351 Sheetz Way, Claysburg, PA 16625
Application Number: PAD390298
Application Type: New
Municipality/County: City of Bethlehem, Lehigh County
Project Site Name: Sheetz Store # 384 Rebuild
Total Earth Disturbance Area (acres): 2.21 acres
Surface Waters Receiving Stormwater Discharges: Monocacy Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Project includes demolition of existing store, fueling canopy and associated paved areas, for the construction of a new Sheetz Convenience Store, car wash, fueling island, associated parking improvements, stormwater management facilities and utilities.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: Presidential Land Holdings, LLC
Applicant Address: 95 S. Main Road, Mountain Top, PA 18707
Application Number: PAD400026
Application Type: Renewal
Municipality/County: Fairview Township, Luzerne County
Project Site Name: Sherwood Estates
Total Earth Disturbance Area (acres): 2.41 acres
Surface Waters Receiving Stormwater Discharges: 1. UNT to Big Wapwallopen Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: This project involves the Renewal of PAD400026 (formerly PAI024014002), which involves the construction of 6 multi-unit residential buildings, driveways, 26-lot parking area, and stormwater management facilities.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Cambria District Mining Office
Applicant: PA DEP Bureau of Abandoned Mine Reclamation
Applicant Address: 286 Industrial Park Road, Ebensburg, PA 15931
Application Number: PAD680014
Application Type: New
Municipality/County: Knox Township, Clearfield County
Project Site Name: Kellytown Southwest 1
Total Earth Disturbance Area (acres): 34 acres
Surface Waters Receiving Stormwater Discharges: Potts Run (CWF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: This project would eliminate approximately 3,450 linear feet (L.F.) of Dangerous Highwalls by pushing the associated 30 acres of Spoil Area against the face of the highwalls and regrading the site back to Approximate Original Contour. The Hazardous Equipment & Facilities consists of a ten foot by ten-foot brick structure and building remnants which will be demolished and disposed of in accordance with the Department's regulations.
Special Conditions: Issuing an Individual Permit due to the PAG-02 expiring December 7, 2024.
You may review the permit application file by contacting DEP's File Review Coordinator at 814-472-1800.
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