NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[54 Pa.B. 5833]
[Saturday, September 14, 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 PAD390260 Chapter 102 Individual NPDES Permit Transfer Levi Land Holdings LLC
2060 Detwiler Road
Harleysville, PA 19438-2934Upper Macungie Township
Lehigh CountyNERO 4324817 Joint DEP/PFBC Pesticides Permit New Raymond Hoffman
242 Tait Road
Mercer, PA 16137-4840Coolspring Township
Mercer CountyNWRO 4613864 Joint DEP/PFBC Pesticides Permit Renewal Horsham Township
Montgomery County
1005 Horsham Road
Horsham, PA 19044-1326Horsham Township
Montgomery CountySERO 5124801 Joint DEP/PFBC Pesticides Permit New Philadelphia City Parks and Recreation Department
1515 Arch Street
10th Floor
Philadelphia, PA 19102Philadelphia City
Philadelphia CountySERO 6124805 Joint DEP/PFBC Pesticides Permit New Benner Robert J
570 N Kahle Lake Road
Emlenton, PA 16373-8511Richland Township
Venango CountyNWRO 0708201 Manure Storage and Wastewater Impoundments Individual WQM Permit Amendment Pleasant View Farms Inc.
261 Pleasant View Farms Lane
Martinsburg, PA 16662-9684North Woodbury Township
Blair CountySCRO NOEXNW244 No Exposure Certification New US Liner LLC
19 Leonberg Road
Cranberry Township, PA 16066-3631Harmony Borough
Butler CountyNWRO NOEXSC250 No Exposure Certification Renewal United Corrstack
dba DS Smith
720 Laurel Street
Reading, PA 19602-2718Reading City
Berks CountySCRO PAG035051 PAG-03 NPDES General Permit for Industrial Stormwater New Newpark Drilling Fluids LLC
21920 Merchants Way
Katy, TX 77449-6834Williamsport City
Lycoming CountyNCRO PAG038575 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Greco Recycling Service Inc.
593 Tarrtown Road
Kittanning, PA 16201Kittanning Township
Armstrong CountyNWRO PAG041404 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Sable Douglas
294 Hillcrest Circle
Pittsburgh, PA 15237Plain Grove Township
Lawrence CountyNWRO PAG041413 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Ference Paul
319 Lindsay Road
Zelienople, PA 16063-3215Jackson Township
Butler CountyNWRO PAG041414 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Peterson Alan D
1704 Pine Valley Road
Columbus, PA 16405-3206Columbus Township
Warren CountyNWRO PAG044002 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Duncan Kelly & Aron
147 Sieger Rd
Kutztown, PA 19530-8857Richmond Township
Berks CountySCRO PAG046115 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Connors & Tellman—
Connors Daniel & Sandra J
1642 Old Leechburg Road
New Kensington, PA 15068-9367Plum Borough
Allegheny CountySWRO PAG123513 PAG-12 NPDES General Permit for CAFOs Renewal Hord Family Farms
2742 Shearer Road
Bucyrus, OH 44820-8841Peters Township
Franklin CountySCRO PAG123521 PAG-12 NPDES General Permit for CAFOs Renewal Nolt Eugene Z
143 Kurtz Road
New Holland, PA 17557-9775Earl Township
Lancaster CountySCRO PAG123543 PAG-12 NPDES General Permit for CAFOs Renewal Harnish Alan
3421 Blue Rock Road
Lancaster, PA 17603-9775Manor Township
Lancaster CountySCRO PAG123607 PAG-12 NPDES General Permit for CAFOs Renewal Weaver Randall J
22 Witman Road
Womelsdorf, PA 19567-9425Marion Township
Berks CountySCRO PAG123630 PAG-12 NPDES General Permit for CAFOs Renewal Springfield Manor Farm LLC
3241 Blue Rock Road
Lancaster, PA 17603-9773Manor Township
Lancaster CountySCRO PAG123641 PAG-12 NPDES General Permit for CAFOs Renewal Andrews Randall
421 Penn Grant Road
Lancaster, PA 17602West Lampeter Township
Lancaster CountySCRO PAG123813 PAG-12 NPDES General Permit for CAFOs Renewal Star Rock Farms Star Rock Dairy Joint Client
175 Chestnut Grove Road
Conestoga, PA 17516-9317Chanceford Township
York CountySCRO PAG123854 PAG-12 NPDES General Permit for CAFOs Renewal LHF Enterprises LLC
932 Turner Camp Road
Schellsburg, PA 15559-7334Napier Township
Bedford CountySCRO PAG123854 PAG-12 NPDES General Permit for CAFOs Renewal LHF Farms LLC
932 Turner Camp Road
Schellsburg, PA 15559-7334Napier Township
Bedford CountySCRO PAG123865 PAG-12 NPDES General Permit for CAFOs Renewal Moyer Ben
775 Ono Road
Annville, PA 17003-8403East Hanover Township
Lebanon CountySCRO PAG123913 PAG-12 NPDES General Permit for CAFOs Renewal Martin Brian
684 Church Road
Womelsdorf, PA 19567-9481Marion Township
Berks CountySCRO PAG123940 PAG-12 NPDES General Permit for CAFOs Renewal Burkholder Ryan
200 Farm Lane
Millerstown, PA 17062-9330Greenwood Township
Perry CountySCRO PA0233056 Single Residence STP Individual NPDES Permit Transfer Jack G Wentz &
Madigan J Miller
46 Meadowood Road
Linden, PA 17744-8094Woodward Township
Lycoming CountyNCRO PA0289124 Single Residence STP Individual NPDES Permit Transfer Daniel Cook &
Georgia Schumacher
112 Lilac Lane
Valencia, PA 16059-2214Middlesex Township
Butler CountyNWRO 0296410 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Connors & Tellman—
Connors Daniel & Sandra J
1642 Old Leechburg Road
New Kensington, PA 15068-9367Plum Borough
Allegheny CountySWRO 0612406 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Kelly & Aron Duncan
147 Sieger Road
Kutztown, PA 19530-8857Richmond Township
Berks CountySCRO 1021402 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Daniel Cook &
Georgia Schumacher
112 Lilac Lane
Valencia, PA 16059-2214Middlesex Township
Butler CountyNWRO 1024411 Single Residence Sewage Treatment Plant Individual WQM Permit New English Keith
2148 Prospect Road
Prospect, PA 16052-2020Franklin Township
Butler CountyNWRO 4120401 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Jack G Wentz &
Madigan J Miller
46 Meadowood Road
Linden, PA 17744-8094Woodward Township
Lycoming CountyNCRO WQG02062401 WQG-02 Pump Station WQM General Permit New Pennsylvania American Water Company
852 Wesley Drive
Mechanicsburg, PA 17055Middle Smithfield Township
Monroe CountyNERO
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.
Northeast Regional Office
PA0031364, Sewage, SIC Code 8211, Wallenpaupack Area School District, 2552 Route 6, Hawley, PA 18428-7045. Facility Name: Wallenpaupack Area High School WWTP. This existing facility is located in Palmyra Township, Pike 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), Lake Wallenpaupack (on Wallenpaupack Creek), is located in State Water Plan watershed 1-C and is classified for HQ-CWF, 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 .040 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Monthly
AverageAverage Monthly Daily
MaximumIMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N Report
Annl AvgXXX XXX Report
Annl AvgReport XXX Total Nitrogen Report
Annl AvgXXX XXX Report
Annl AvgReport XXX Total Kjeldahl Nitrogen Report
Annl AvgXXX XXX Report
Annl AvgReport XXX Total Phosphorus (Total Load, lbs) (lbs) XXX 61.6
Total AnnualXXX XXX XXX XXX Aluminum, Total Report
Annl AvgReport XXX Report
Annl AvgReport XXX The proposed effluent limits for Outfall 001 are based on a design flow of .040 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Monthly
AverageAverage 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 7.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.50 XXX 1.16 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentReport XXX XXX Report Report XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) Report Report XXX 10.0 20.0 20.0 CBOD5 Minimum % Removal (%) XXX XXX 85 XXX XXX XXX TSS Minimum % Removal (%) XXX XXX Report XXX XXX XXX Total Suspended Solids Report Report XXX 30.0 60.0 60.0 Total Dissolved Solids Report XXX XXX 1,000.0 2,000.0 2,000.0 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 Ammonia-Nitrogen
Nov 1 - Apr 30Report Report XXX 9.0 18.0 18.0 May 1 - Oct 31 Report Report XXX 3.0 6.0 6.0 Total Phosphorus Report Report XXX 0.50 1.00 1.00 In addition, the permit contains the following major special conditions:
• Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Operations & Maintenance (O&M) Plan; Changes in stream/discharge; Annual reporting requirements; 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
PA0061301, Sewage, SIC Code 5812, Inn at Starlight Lake, 289 Starlight Lake Road, Starlight, PA 18461. Facility Name: Inn at Starlight Lake WWTP. This existing facility is located in Buckingham Township, Wayne 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, an Unnamed Tributary to Shehawken Creek (HQ-CWF), is located in State Water Plan watershed 1-A 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 0.004 MGD.
(From Permit Effective Date to 1 Year After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 1.2 XXX 2.8 Ammonia-Nitrogen XXX XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.
(From 1 Year After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.1 Ammonia-Nitrogen
Oct 1 - Apr 30XXX XXX XXX Report XXX XXX May 1—Sep 30 XXX XXX XXX 16.0 XXX 32.0 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Nitrate-Nitrite as N XXX XXX XXX Report
Avg QrtlyXXX XXX Total Nitrogen XXX XXX XXX Report
Avg QrtlyXXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Avg QrtlyXXX XXX Total Phosphorus XXX XXX XXX Report
Avg QrtlyXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 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 In addition, the permit contains the following major special conditions:
• Solids Management
• TRC and Ammonia-Nitrogen Effluent Limits Compliance Schedule
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
PA0062880, Sewage, SIC Code 4952, Kidspeace Corporation, 5300 KidsPeace Drive, Orefield, PA 18069. Facility Name: KidsPeace Orchard Hills Campus WWTP. This existing facility is located in North Whitehall Township, Lehigh 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, Jordan Creek (TSF, MF), is located in State Water Plan watershed 2-C and is classified for Trout Stocking 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 0.15 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Annual
AverageAverage Weekly Minimum Annual
AverageMaximum IMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.15 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 31.2 XXX XXX 25.0 XXX 50.0 Total Suspended Solids 37.5 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 Ammonia-Nitrogen
Nov 1 - Apr 30Report XXX XXX Report XXX Report May 1 - Oct 31 15.0 XXX XXX 12.0 XXX 24.0 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
PA0008354, Industrial, SIC Code 4941, Pennsylvania American Water, 1799 Jumper Road, Wilkes-Barre, PA 18702-8031. Facility Name: Montrose Water Treatment Plant. This existing facility is located in Bridgewater Township, Susquehanna 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 water, Lake Montrose (Snake Creek (CWF, MF)), is located in State Water Plan watershed 4-E and is classified for Cold Water 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 0.018 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 1.0 XXX Total Suspended Solids Report Report XXX 30.0 60.0 XXX Aluminum, Total Report Report XXX 4.0 8.0 XXX Iron, Total Report Report XXX 2.0 4.0 XXX Manganese, Total Report Report XXX 1.0 2.0 XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Semi-Annual
AverageDaily
MaximumMinimum Semi-Annual
AverageDaily
MaximumIMAX Cadmium, Total Report XXX XXX Report XXX XXX Chromium, Hexavalent Report XXX XXX Report XXX XXX Copper, Total Report XXX XXX Report XXX XXX Thallium, Total Report XXX XXX Report XXX XXX Zinc, Total Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumMinimum Average Quarterly Daily
MaximumIMAX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen Report XXX XXX Report XXX XXX Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.024 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Semi-Annual Average Daily
MaximumMinimum Semi-Annual Average Daily
MaximumIMAX Cadmium, Total Report XXX XXX Report XXX XXX Chromium, Hexavalent Report XXX XXX Report XXX XXX Copper, Total Report XXX XXX Report XXX XXX Thallium, Total Report XXX XXX Report XXX XXX Zinc, Total Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.024 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 1.0 XXX Total Suspended Solids Report Report XXX 30.0 60.0 XXX Aluminum, Total Report Report XXX 4.0 8.0 XXX Iron, Total Report Report XXX 2.0 4.0 XXX Manganese, Total Report Report XXX 1.0 2.0 XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.024 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumMinimum Average Quarterly Daily
MaximumIMAX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen Report XXX XXX Report XXX XXX Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Chemical Additives
• Sedimentation Basin Cleaning
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
PA0051811, Industrial, SIC Code 4941, Lehigh County Authority, P.O. Box 3348, Allentown, PA 18106-0348. Facility Name: Green Hills Pumping Station. This existing facility is located in South Whitehall Township, Lehigh 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 Little Cedar Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C 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 0.002 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0
MaxXXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX Aluminum, Total XXX XXX XXX 4.0 8.0 XXX Iron, Total XXX XXX XXX 2.0 4.0 XXX Manganese, Total XXX XXX XXX 1.0 2.0 XXX 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
PA0062693, Industrial, SIC Code 4941, Municipal Authority of the Township of Blythe, 375 Valley Street, New Philadelphia, PA 17959-1218. Facility Name: Moss Glen Water Treatment Plant. This existing facility is located in Schuylkill Township, Schuylkill 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), Big Creek (CWF), is located in State Water Plan watershed 3-A 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 0.04 MGD.
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 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2 Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX Aluminum, Total 0.90 1.80
Daily MaxXXX 2.7 5.4 XXX Iron, Total XXX XXX XXX 2.0 4.0 XXX Manganese, Total XXX XXX XXX 1.0 2.0 XXX Copper, Total Report Report
Daily MaxXXX Report
Daily MaxReport
Avg MoXXX 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
PA0276171, Storm Water, SIC Code 4225, Bridgestone Americas Tire Operations, LLC, 200 4th Avenue S, Nashville, TN 37201-2255. Facility Name: Bridgestone Firestone North American Tire. This existing facility is located in Upper Macungie Township, Lehigh 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), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-C 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 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs)
• Routine Inspections
• Preparedness, Prevention and Contingency (PPC) Plan
• Stormwater Monitoring Requirements
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
PA0276600, Storm Water, SIC Code 4581, Lehigh Northampton Airport Authority, 3311 Airport Road, Allentown, PA 18109-3074. Facility Name: Queen City Municipal Airport. This proposed facility is located in Allentown City, Lehigh County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.
The receiving stream(s), Little Lehigh Creek (HQ-CWF, MF) and Trout Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C 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 MGD.
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 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 Total Dissolved Solids XXX XXX XXX XXX Report XXX Total Nitrogen XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.
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 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 Total Dissolved Solids XXX XXX XXX XXX Report XXX Total Nitrogen XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.
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 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 Total Dissolved Solids XXX XXX XXX XXX Report XXX Total Nitrogen XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.
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 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 Total Dissolved Solids XXX XXX XXX XXX Report XXX Total Nitrogen XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.
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 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 Total Dissolved Solids XXX XXX XXX XXX Report XXX Total Nitrogen XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs)
• Routine Inspections
• Preparedness, Prevention and Contingency (PPC) Plan
• Stormwater Monitoring Requirements
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
PAS202205, Storm Water, SIC Code 3444, 3449, 3499, Fabricated Components, Inc., P.O. Box 431, Stroudsburg, PA 18360. Facility Name: Fabricated Components Manufacturing. This existing facility is located in Stroud Township, Monroe 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), Pocono Creek (HQ-CWF, MF) and Little Pocono Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-E 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 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX 30.0 Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX 30.0 Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs)
• Routine Inspections
• Preparedness, Prevention and Contingency (PPC) Plan
• Stormwater Monitoring Requirements
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
PAS212209, Storm Water, SIC Code 3273, Frank Casilio & Sons, Inc., 1035 Mauch Chunk Road, Bethlehem, PA 18018-6622. Facility Name: Frank Casilio & Sons Bethlehem Plant. This existing facility is located in Bethlehem City, Northampton 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), Monocacy Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C 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 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs)
• Routine Inspections
• Preparedness, Prevention and Contingency (PPC) Plan
• Stormwater Monitoring Requirements
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.
Northwest Regional Office
PA0295710, Storm Water, SIC Code 4151, AC Coach Operations, Inc., 1 Anderson Plaza, Greenville, PA 16125-9443. Facility Name: AC School Service Conneaut Lake Facility. This proposed facility is located in Summit Township, Crawford County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.
The receiving stream(s), Inlet Run (HQ-WWF), is located in State Water Plan watershed 16-D and is classified for High Quality Waters—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 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX 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 In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices
• Stormwater Monitoring Requirements
• Routine Inspections
• Preparedness, Prevention and Contingency Plan
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
PA0020851, Sewage, SIC Code 4952, Hyndman Borough Municipal Authority, Bedford County, P.O. Box 445, Hyndman, PA 15545-0445. Facility Name: Hyndman Borough STP. This existing facility is located in Hyndman Borough, Bedford 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), Wills Creek (CWF), is located in State Water Plan watershed 13-A 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 .18 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .18 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage 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 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 76 122 XXX 25 40 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 91 137 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 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 XXX XXX XXX Report XXX XXX Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ultraviolet light dosage
(mWsec/cm2)XXX XXX Report XXX 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
PA0024139, Sewage, SIC Code 4952, Cumberland Township Authority, Adams County, 1370 Fairfield Road, Gettysburg, PA 17325-7267. Facility Name: Cumberland Township North STP. This existing facility is located in Cumberland Township, Adams 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), Rock Creek (WWF), is located in State Water Plan watershed 13-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 0.5 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage 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 5.0 XXX XXX XXX CBOD5
Nov 1 - Apr 3060.0 90.0 XXX 15.0 22.0 30.0 May 1 - Oct 31 20.0 30.0 XXX 5.0 7.5 10.0 BOD5
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 125.0 185.0 XXX 30.0 45.0 XXX 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 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 3018.0 XXX XXX 4.5 XXX 9.0 May 1 - Oct 31 6.0 XXX XXX 1.5 XXX 3.0 Total Phosphorus 8.0 XXX XXX 2.0 XXX 4.0 Copper, Total XXX XXX XXX Report Report
Daily MaxXXX Hardness, Total (as CaCO3) XXX XXX XXX Report Report
Daily MaxXXX 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.
MaximumAmmonia—N Report Report XXX Report XXX XXX Kjeldahl—N Report XXX XXX Report XXX XXX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report Report XXX Report XXX XXX Total Phosphorus Report Report XXX Report XXX XXX Net Total Nitrogen XXX 9,132 XXX XXX XXX XXX Net Total Phosphorus XXX 1,218 XXX XXX XXX XXX Sludge use and disposal description and location(s): Sludge is treated and sent to Cumberland Township South STP (PA0024147).
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
PA0024147, Sewage, SIC Code 4952, Cumberland Township Authority, Adams County, 1370 Fairfield Road, Gettysburg, PA 17325-7267. Facility Name: Cumberland Township South STP. This existing facility is located in Cumberland Township, Adams 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), Willoughby Run (WWF), is located in State Water Plan watershed 13-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 0.65 MGD.—Limit
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 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX CBOD5 54.0 81.0 XXX 10.0 15.0 20.0 BOD5
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 54.0 81.0 XXX 10.0 15.0 20.0 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 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 3032.0 XXX XXX 6.0 XXX 12.0 May 1 - Oct 31 11.0 XXX XXX 2.0 XXX 4.0 The Pennsylvania's Chesapeake Bay requirements for Outfall 001.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Minimum Average Monthly Maximum IMAX Ammonia—N Report Report XXX Report XXX XXX Kjeldahl—N Report XXX XXX Report XXX XXX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report Report XXX Report XXX XXX Total Phosphorus Report Report XXX Report XXX XXX Net Total Nitrogen XXX 11,872 XXX XXX XXX XXX Net Total Phosphorus XXX 1,583 XXX XXX 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 not in effect.
Southcentral Regional Office
PA0029866, Sewage, SIC Code 8211, Cumberland Valley School District, 6746 Carlisle Pike, Mechanicsburg, PA 17050-1711. Facility Name: Green Ridge Elementary School. This existing facility is located in Silver Spring Township, Cumberland 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 to Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-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 .0065 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX 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)
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 XXX XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX Report XXX XXX May 1 - Oct 31 XXX XXX XXX 10.5 XXX 21 Total Phosphorus XXX XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .01 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report 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
PA0083038, Sewage, SIC Code 4952, GSC 1685 Baltimore LLC, 73 Shirley Trail, Fairfield, PA 17320-8321. Facility Name: 1685 Baltimore Pike Ofc Bldg. This existing facility is located in Mount Joy Township, Adams 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 to Rock Creek (WWF), is located in State Water Plan watershed 13-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 0.005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average
WeeklyMinimum Average Monthly Maximum IMAX Flow (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 Total Residual Chlorine (TRC) XXX XXX XXX 0.40 XXX 1.30 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 18.0 XXX 36.0 May 1 - Oct 31 XXX XXX XXX 6.0 XXX 12.0 Total Nitrogen Report
Annl AvgReport
Total AnnualXXX Report
Annl AvgXXX XXX Total Phosphorus Report
Annl AvgReport
Total AnnualXXX Report
Annl AvgXXX 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
PA0083852, Sewage, SIC Code 7033, Finicle Venture LLC, 32 Ferry Lane, Liverpool, PA 17045-9254. Facility Name: Ferryboat Campsites. This existing facility is located in Buffalo Township, Perry 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), Bargers Run, is located in State Water Plan watershed 6-C and is classified for 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 .03 MGD.—Limits.
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 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) XXX XXX XXX 25.0 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 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 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N XXX XXX XXX Report
Annl AvgXXX XXX Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Annl AvgXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Nitrogen (Total Load, lbs) (lbs) Report
Annl AvgXXX XXX XXX XXX XXX Ammonia-Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Annl AvgXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Annl AvgXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report
Annl AvgXXX XXX Total Phosphorus (Total Load, lbs) (lbs) Report
Annl AvgXXX XXX XXX 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
PA0087335, Sewage, SIC Code 4952, Broad Top Township, Bedford County, 124 Hitchens Road, Defiance, PA 16633-0057. Facility Name: Broad Top Township Kearney STP. This existing facility is located in Broad Top Township, Bedford 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 to Longs Run (WWF), is located in State Water Plan watershed 11-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 .0037 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX Nitrate-Nitrite as N XXX XXX XXX Report
Annl AvgXXX XXX Total Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Phosphorus XXX XXX XXX Report
Annl AvgXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .0037 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage 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 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 0.8 1.2 XXX 25 40 50 Total Suspended Solids 0.9 1.4 XXX 30 45 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 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen Report XXX XXX Report 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
PA0087343, Sewage, SIC Code 4952, Broad Top Township, Bedford County, 124 Hitchens Road, Defiance, PA 16633-9002. Facility Name: Broad Top Township Langdondale STP. This existing facility is located in Broad Top Township, Bedford 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), Sandy Run (WWF), is located in State Water Plan watershed 11-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 .01445 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageAverage Monthly Average Monthly Weekly
AverageIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX Nitrate-Nitrite as N XXX XXX XXX Report
Annl AvgXXX XXX Total Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Phosphorus XXX XXX XXX Report
Annl AvgXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .01445 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageAverage Monthly 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 5.0
Inst MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 3.0 4.8 XXX 25 40 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 3.6 5.4 XXX 30 45 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 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen Report XXX XXX Report 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
PA0087696, Sewage, SIC Code 6515, GSP Management Company, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Shadyback Acres MHP. This existing facility is located in East Hanover Township, 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), Unnamed Tributary to Manada 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 .00275 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.49 XXX 1.6 (CBOD5) XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 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 Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX Report XXX XXX May 1 - Oct 31 XXX XXX XXX 7.5 XXX 15 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily MaxXXX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX In addition, the permit contains the following major special conditions:
• Stormwater Prohibition, Approval Contingencies, Proper Waste/Solids Management, and Chlorine Minimization 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.
Southcentral Regional Office
PA0088269, Sewage, SIC Code 4952, Quincy Township Sewer Authority, 7575 Mentzer Gap Road, Waynesboro, PA 17268-8946. Facility Name: Quincy Township STP. This existing facility is located in Quincy Township, Franklin 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), West Branch Antietam Creek (CWF), is located in State Water Plan watershed 13-C 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 .3 MGD.—Limits.
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 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 Carbonaceous Biochemical Oxygen Demand (CBOD5) 62 100 XXX 25.0 40.0 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 75 112 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 Report
Daily MaxXXX XXX Report
Daily MaxXXX Total Nitrogen XXX Report
Daily MaxXXX XXX Report
Daily MaxXXX Ammonia-Nitrogen
Nov 1 - Apr 30Report XXX XXX Report XXX XXX May 1 - Oct 31 35 XXX XXX 14.0 XXX 28 Total Kjeldahl Nitrogen XXX Report
Daily MaxXXX XXX Report
Daily MaxXXX Total Phosphorus 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 717-705-4732.
The EPA Waiver is not in effect.
Southcentral Regional Office
PA0088749, Sewage, SIC Code 4952, Gettysburg Borough Municipal Authority, Adams County, P.O. Box 3307, Gettysburg, PA 17325-0307. Facility Name: Gettysburg Municipal Authority Hunterstown STP. This existing facility is located in Straban Township, Adams 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), Beaverdam Creek (WWF), is located in State Water Plan watershed 7-F 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 0.232 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
Daily MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX CBOD5
Nov 1 - Apr 3048.0 77.0 XXX 25.0 40.0 50.0 May 1 - Oct 31 29.0 43.0 XXX 15.0 22.0 30.0 BOD5
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 58.0 87.0 XXX 30.0 45.0 60.0 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 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet light intensity
(mW/cm2)XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 308.1 XXX XXX 4.2 XXX 8.4 May 1 - Oct 31 2.7 XXX XXX 1.4 XXX 2.8 Total Phosphorus 3.9 XXX XXX 2.0 XXX 4.0 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 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 Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.232 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Suspended Solids (Total Load, lbs) (lbs) XXX 21,186.94
Total AnnualXXX XXX XXX XXX Total 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 • Sludge is transported to the Gettysburg WWTP PA0021563 for ultimate treatment/disposal
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
PA0246522, Sewage, SIC Code 7033, Axia Heritage Cove LLC, 1172 River Road, Saxton, PA 16678-7516. Facility Name: Heritage Cove Resort Campground. This existing facility is located in Liberty Township, Bedford 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), Raystown Branch Juniata River (TSF), is located in State Water Plan watershed 11-D 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 are based on a design flow of .03 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N XXX XXX XXX Report
Annl AvgXXX XXX Total Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Ammonia-Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Phosphorus XXX XXX XXX Report
Annl AvgXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.
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 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) XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 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 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
PA0260762, Sewage, SIC Code 4952, New Buffalo Borough, Perry County, P.O. Box 245, New Buffalo, PA 17069-0245. Facility Name: New Buffalo Borough STP. This existing facility is located in New Buffalo Borough, Perry 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), Buffalo Creek (WWF), is located in State Water Plan watershed 6-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 .02 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) 4 6.5 XXX 25 40 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 5 7.5 XXX 30 45 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 Ammonia-Nitrogen
Nov 1 - Apr 30Report XXX XXX Report XXX XXX May 1 - Oct 31 1.0 XXX XXX 6.50 XXX 13 The proposed effluent limits for Outfall 001 are based on a design flow of .02 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
MaximumE. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX Total Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Total Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report
Annl AvgXXX XXX Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX 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.
Southeast Regional Office
PA0043974, Sewage, SIC Code 1623, 4952, Valley Forge Sewer Authority, 333 Pawling Road, Phoenixville, PA 19460-2656. Facility Name: Valley Forge Sewer Authority WWTP. This existing facility is located in Schuylkill Township, Chester 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, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-F 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 11.75 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Daily
MaximumIMAX 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 5.0
Inst MinReport XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.42 XXX 0.52 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 301,918 3,069 XXX 20 30
Wkly Avg40 May 1 - Oct 31 1,535 2,302 XXX 16 24
Wkly Avg32 Raw Sewage Influent Report XXX XXX Report XXX XXX Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Suspended Solids 2,939 4,410 XXX 30 45
Wkly Avg60 Total Suspended Solids
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Dissolved Solids XXX XXX XXX 1,000 2,000 2,500 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 200
Geo MeanXXX 1,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 301228 XXX XXX 12.5 XXX 25 May 1 - Oct 31 614 XXX XXX 6.3 XXX 12.5 Total Phosphorus XXX XXX XXX Report XXX XXX Copper, Total 2.69 4.19
Daily MaxXXX 0.027 0.043 0.068 The proposed effluent limits for Outfall 001 are based on a design flow of 11.75 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Daily
MaximumIMAX PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 11.75 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Daily
MaximumIMAX Zinc, Total XXX XXX XXX XXX 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 Toxicity, Chronic - Ceriodaphnia Survival (TUc) XXX XXX XXX XXX Report XXX Toxicity, Chronic - Ceriodaphnia Reproduction (TUc) XXX XXX XXX XXX Report XXX Toxicity, Chronic - Pimephales
Survival (TUc)XXX XXX XXX XXX Report XXX Toxicity, Chronic - Pimephales Growth (TUc) XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
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 Carbonaceous Biochemical Oxygen Demand (CBOD5) 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 Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX Iron, Dissolved XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
A. No Stormwater
B. Acquire Necessary Property Rights
C. Proper Sludge Disposal
D. No Unconventional Oil and Gas Wastewater
E. Chlorine Optimization
F. Operator Notification
G. TMDL/WLA Analysis
H. Fecal Coliform Reporting
I. Operations and Maintenance Plan
J. Hauled-in Waste Condition
K. Pretreatment Program Implementation
L. Solids Management
M. WET Testing Requirements
N. Stormwater Requirements
O. PCB/PMP Requirements
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 not in effect.
Southeast Regional Office
PA0050431, Industrial, SIC Code 2086, Refresco North America, 20 Aldan Avenue, Concordville, PA 19342. Facility Name: Refresco Beverages IWTP. This existing facility is located in Concord Township, Delaware 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, West Branch Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and is classified for Trout Stocking 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 0.358 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0
Inst MinXXX XXX XXX Temperature (°F) XXX XXX XXX XXX XXX 110 Total Dissolved Solids 3,036.0 6,072.0
Daily MaxXXX 1,000.0 2,000.0 2,500 Oil and Grease 45.5 91.1
IMAXXXX 15.0 XXX 30.0 Total Nitrogen 30.4 60.7
Daily MaxXXX 10.0 20.0 25 Total Phosphorus 3.0 6.1
Daily MaxXXX 1.0 2.0 2.5 The proposed effluent limits for Outfall 001 are based on a design flow of 0.358 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX 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 101 are based on a design flow of 0.07 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Toxicity, Chronic - Ceriodaphnia Survival (TUc) XXX XXX XXX XXX Report XXX Toxicity, Chronic - Ceriodaphnia Reproduction (TUc) XXX XXX XXX XXX Report XXX Toxicity, Chronic - Pimephales
Survival (TUc)XXX XXX XXX XXX Report XXX Toxicity, Chronic - Pimephales Growth (TUc) XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 101 are based on a design flow of 0.07 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 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 0.75 Carbonaceous Biochemical Oxygen Demand (CBOD5) 12.0 24.0 XXX 20.0 40.0 50 Total Suspended Solids 18.0 36.0 XXX 30.0 60.0 75 Ammonia-Nitrogen
Nov 1 - Apr 303.5 7.0 XXX 6.0 12.0 15 May 1 - Oct 31 1.2 2.4 XXX 2.0 4.0 5 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Thallium, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 201 are based on a design flow of 0.288 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 Carbonaceous Biochemical Oxygen Demand (CBOD5) 24.0 48.0 XXX 10.0 20.0 25 Total Suspended Solids 24.0 48.0 XXX 10.0 20.0 25 Ammonia-Nitrogen
Nov 1 - Apr 3014.4 28.8 XXX 6.0 12.0 15 May 1 - Oct 31 4.8 9.6 XXX 2.0 4.0 5 Antimony, Total XXX XXX XXX XXX Report XXX Cadmium, Total 0.0019 0.0038 XXX 0.0008 0.0016 0.002 Selenium, Total 0.012 0.024 XXX 0.005 0.01 0.013 Thallium, Total 0.0005 0.0010 XXX 0.0002 0.0004 0.0005 In addition, the permit contains the following major special conditions:
Permit Conditions:
A. Acquire Necessary Property Rights
B. Proper Sludge Disposal
C. WQM Permit Conditions
D. BAT/ELG Reopener
E. Chlorine Minimization
F. Small Stream Discharge
G. 2° Change in the Temperature
H. Chemical Additives Condition
I. Stormwater Requirements
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
PA0245674, Storm Water, SIC Code 2851, Penn Color, Inc., 2801 Richmond Road, Hatfield, PA 19440-1808. Facility Name: Penn Color Hatfield Plant. This proposed facility is located in Hatfield Township, Montgomery County.
Description of Proposed Activity: The application is for a new NPDES permit for a discharge of treated industrial stormwater.
The receiving stream, Unnamed Tributary to West Branch Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F 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 an average stormwater flow—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX 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 001 are based on an average stormwater flow—Limits.
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 Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N 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 Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are based on an average stormwater flow—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX 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 are based on an average stormwater flow—Limits.
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 Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N 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 Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based on an average stormwater flow—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX 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 003 are based on an average stormwater flow—Limits.
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 Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N 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 Zinc, Total XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
A. Stormwater Outfalls
B. Best Management Practices
C. Stormwater Monitoring Requirements
D. Routine Inspections
E. PPC Plan Requirement
F. Acquire Necessary Property Rights
G. Proper Sludge Disposal
H. PFAS Reduction 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
PAI130067, MS4, Whitemarsh Township, Montgomery County, 616 Germantown Pike, Lafayette Hill, PA 19444.
The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Whitemarsh Township, Montgomery County. The receiving stream(s), Schuylkill River (WWF, MF), Wissahickon Creek (TSF, MF), Unnamed Tributary to Schuylkill River (CWF, MF), and Unnamed Tributary to Wissahickon Creek (TSF, MF), is located in State Water Plan watershed 3-F and is classified for Trout Stocking, Warm Water Fishes, Migratory Fishes, and Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.
The applicant is required to submit the following plan(s) with the application to reduce pollutant loads to impaired waters:
• A Pollutant Reduction Plan (PRP)
• A Total Maximum Daily Load (TMDL) 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 for small MS4s, and is not in effect for large MS4s.
Southeast Regional Office
PAI130088, MS4, Oxford Borough, Chester County, P.O. Box 380, Oxford, PA 19363.
The application is for a new individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Oxford Borough, Chester County. The receiving stream(s), Unnamed Tributary of West Branch Big Elk Creek (HQ-TSF, MF), Tweed Creek (TSF, MF), Unnamed Tributary to Leech Run (TSF, MF), and Unnamed Tributary to Little Elk Creek (HQ-TSF, MF), is located in State Water Plan watershed 7-K and is classified for Trout Stocking, High Quality Waters—Trout Stocking, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.
The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:
• A Pollutant Reduction Plan (PRP)
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 for small MS4s, and is not in effect for large MS4s.
Southwest Regional Office
PAI136141, MS4, The Township of Upper St. Clair, 1820 McLaughlin Run Road, Upper St. Clair, PA 15241.
The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in the Township of Upper St. Clair, Allegheny County. The receiving stream(s), Unnamed Tributaries to McLaughlin Run (WWF), Unnamed Tributaries to Painters Run (WWF), Unnamed Tributaries of Brush Run (WWF), McLaughlin Run (WWF), Painters Run (WWF), Unnamed Tributaries of Chartiers Creek (WWF), Graesers Run (WWF), and Chartiers Creek (WWF), is located in State Water Plan watershed 20-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.
The applicant previously submitted the following plan(s) to reduce pollutant loads to impaired waters:
• A Pollutant Reduction Plans (PRPs)
• A Total Maximum Daily Load (TMDL) Plan
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 for small MS4s, and is not in effect for large MS4s.
Southwest Regional Office
PA0003255, Storm Water, SIC Code 3312, Latrobe Specialty Metals, 2626 Ligonier Street, Latrobe, PA 15650-3246. Facility Name: Carpenter Latrobe Specialty Metals. This existing facility is located in Latrobe Borough, Westmoreland 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), Loyalhanna Creek (WWF) and Unnamed Tributary to Loyalhanna Creek (WWF), is located in State Water Plan watershed 18-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 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyAverage Weekly Minimum Average Monthly Daily
MaximumIMAX 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 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX Total Flow (Total Outfall Volume, Mgal) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Total Aluminum (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Iron, Total XXX XXX XXX XXX Report XXX Total Iron (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Manganese, Total XXX XXX XXX XXX Report XXX Total Manganese (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Molybdenum, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyAverage Weekly Minimum Average Monthly Daily
MaximumIMAX 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 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Total Flow (Total Outfall Volume, Mgal) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Total Aluminum (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Iron, Total XXX XXX XXX XXX Report XXX Total Iron (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Manganese, Total XXX XXX XXX XXX Report XXX Total Manganese (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Molybdenum, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyAverage Weekly Minimum Average Monthly Daily
MaximumIMAX 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 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX Total Flow (Total Outfall Volume, Mgal) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Total Aluminum (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Iron, Total XXX XXX XXX XXX Report XXX Total Iron (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Manganese, Total XXX XXX XXX XXX Report XXX Total Manganese (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Molybdenum, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyAverage Weekly Minimum Average Monthly Daily
MaximumIMAX 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 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX Total Flow (Total Outfall Volume, Mgal) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Total Aluminum (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Iron, Total XXX XXX XXX XXX Report XXX Total Iron (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Manganese, Total XXX XXX XXX XXX Report XXX Total Manganese (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Molybdenum, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyAverage Weekly Minimum Average Monthly Daily
MaximumIMAX 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 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX Total Flow (Total Outfall Volume, Mgal) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Total Aluminum (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Iron, Total XXX XXX XXX XXX Report XXX Total Iron (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Manganese, Total XXX XXX XXX XXX Report XXX Total Manganese (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyAverage Weekly Minimum Average Monthly Daily
MaximumIMAX 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 Copper, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX Total Flow (Total Outfall Volume, Mgal) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Total Aluminum (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Iron, Total XXX XXX XXX XXX Report XXX Total Iron (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Manganese, Total XXX XXX XXX XXX Report XXX Total Manganese (Total Outfall Load, lbs) Report XXX XXX XXX XXX XXX Molybdenum, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 099 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Total
QuarterlyTotal
AnnualMinimum Average Monthly Maximum IMAX Total Flow (Total Facility Volume, Mgal) XXX Report XXX XXX XXX XXX Total Precipitation (In) XXX Report XXX XXX XXX XXX Total Aluminum (Total Facility Load, lbs) XXX 6,530 XXX XXX XXX XXX Total Iron (Total Facility Load, lbs) XXX 15,714 XXX XXX XXX XXX Total Manganese (Total Facility Load, lbs) XXX 8,709 XXX XXX XXX XXX Total Flow (Total Facility Volume, Mgal) Report XXX XXX XXX XXX XXX Total Precipitation (In) Report XXX XXX XXX XXX XXX Total Aluminum (Total Facility Load, lbs) Report XXX XXX XXX XXX XXX Total Iron (Total Facility Load, lbs) Report XXX XXX XXX XXX XXX Total Manganese (Total Facility Load, lbs) Report XXX XXX XXX XXX XXX 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.
Regional Permit Coordination Office
Applicant: Catherine Hershey School for Early Learning, Elizabethtown
Applicant Address: P.O. Box 830, Hershey, PA 17033
Application Number: PAD360128
Application Type: New
Municipality/County: West Donegal Township, Lancaster County
Project Site Name: CHS Elizabethtown
Total Earth Disturbance Area (acres): 7.00 acres
Surface Waters Receiving Stormwater Discharges: tributary to Donegal Creek (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: Catherine Hershey School for Early Learning is proposing the renovation of an existing educational facility, additional parking areas, nature trails, and associated stormwater management facilities.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.
Southcentral Regional Office
Applicant: Drew Nickel
Applicant Address: 4 White Oak Drive, Carlisle, PA 17015
Application Number: PAD210122
Application Type: New
Municipality/County: Dickinson Township, Cumberland County
Project Site Name: Drew & Jaclyn Nickel Residence
Total Earth Disturbance Area (acres): 2.82 acres
Surface Waters Receiving Stormwater Discharges: Cold Spring Run (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 single-family dwelling with associated improvements.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southeast Regional Office
Applicant: BSI Construction, LLC
Applicant Address: 735 Birch Avenue, Bensalem, PA 19020-7207
Application Number: PAD510240 A-1
Application Type: Major Amendment
Municipality/County: City of Philadelphia, Philadelphia County
Project Site Name: Thomas Holme Elementary School
Total Earth Disturbance Area (acres): 5.91 acres
Surface Waters Receiving Stormwater Discharges: Pennypack Creek (WWF, TSF, MF) and Byberry Creek (WWF, 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: An Individual Permit Application for the demolition phase of the project was previously submitted as the first phase of the overall project (PAD # 510240). The first phase included demolition of the existing elementary school, demolition of some of the existing pavement areas located on-site, and site restoration within the demolition phase proposed limits of disturbance (128,317 SF). The current application being submitted is for a Major Amendment to the prior permit for the second phase of the project for the proposed redevelopment, which includes construction of a new 3-story 141,245 SF elementary school with associated site improvements. This phase of the project proposes stormwater management controls including three (3) bioretention basins, two (2) subsurface detention basins, two (2) media filters and nonstructural BMP's. The limit of disturbance is proposed to increase by 129,014 SF from the first phase (demolition) to the second phase (proposed redevelopment), resulting in a total limit of disturbance of 257,331 SF for the Major Amendment application.
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: Berks County Industrial Development Authority
Applicant Address: 633 Court Street, 14th Floor, Reading, PA 19601
Application Number: PAD060026
Application Type: Renewal
Municipality/County: Bern Township, Berks County
Project Site Name: BCIDA: Berks Park 183
Total Earth Disturbance Area (acres): 92.5 acres
Surface Waters Receiving Stormwater Discharges: Schuylkill River (WWF, 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 industrial and commercial buildings.
Special Conditions: Wetland Monitoring
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southcentral Regional Office
Applicant: Bedford Township
Applicant Address: P.O. Box 148, Bedford, PA 15522
Application Number: PAD050018
Application Type: New
Municipality/County: Bedford Township, Bedford County
Project Site Name: BT Backsprings Detention Basin
Total Earth Disturbance Area (acres): 3.55 acres
Surface Waters Receiving Stormwater Discharges: UNT to Shobers Run (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 involves the collection and conveyance of stormwater into a detention basin in Bedford Township, PA. The goal is to detain stormwater prior to discharge into the boroughs storm sewer system through the use of a detention basin, catch basins and conveyance piping.
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: McVeytown Volunteer Fire Company
Applicant Address: 160 Cattle Drive, McVeytown, PA 17051
Application Number: PAD440032
Application Type: New
Municipality/County: Oliver Township, Mifflin County
Project Site Name: McVeytown Fire Hall
Total Earth Disturbance Area (acres): 2.1 acres
Surface Waters Receiving Stormwater Discharges: Musser Run (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: Construction of new fire hall, parking lot, and associated PCSM BMPs.
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: Granville Township Supervisors
Applicant Address: 100 Helen Street, Lewistown, PA 17044
Application Number: PAD440033
Application Type: New
Municipality/County: Granville and Oliver Townships, Mifflin County
Project Site Name: Granville Strodes Mills to Junction Sanitary Sewer Extension Project
Total Earth Disturbance Area (acres): 13.38 acres
Surface Waters Receiving Stormwater Discharges: Strodes Run (HQ-CWF, MF), UNT to Strodes Run (HQ-CWF, MF), Juniata River (WWF, MF), UNT to Juniata River (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: Construction of sewer extension utilizing open cut and HDD methods.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southeast Regional Office
Applicant: Great Valley School District
Applicant Address: 47 Church Road, Malvern, PA 19355-1539
Application Number: PAD150233 A-3
Application Type: Major Amendment
Municipality/County: East Whiteland Township, Chester County
Project Site Name: GVSD KD Markley 5/6 Center
Total Earth Disturbance Area (acres): 31.92 acres
Surface Waters Receiving Stormwater Discharges: UNT to Valley Creek (EV-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 a new school building and associated driveways, parking, recreational and stormwater facilities. This Major Amendment is for additional disturbance that occurred in the grass field on the north side of Swedesford Road.
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: Costco Wholesale Corporation
Applicant Address: 45940 Horseshoe Drive, Suite 150, Sterling, VA 20166
Application Number: PAD210124
Application Type: New
Municipality/County: Silver Spring Township, Cumberland County
Project Site Name: Costco Mechanicsburg
Total Earth Disturbance Area (acres): 23.8 acres
Surface Waters Receiving Stormwater Discharges: Hogestown Run (CWF, MF) via 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: Construction of a 161K Costco Wholesale and 24 pump fuel facility including associated infrastructure, and an MRC extended detention basin for stormwater management.
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: Maplewood Residential, L.P., c/o Joe Gambone
Applicant Address: 1030 W. Germantown Pike, E. Norriton, PA 19403-3929
Application Number: PAD390250
Application Type: New
Municipality/County: Lower Milford Township, Lehigh County
Project Site Name: Ridings at Saucon Creek—Lot 26
Total Earth Disturbance Area (acres): 1.65 acres
Surface Waters Receiving Stormwater Discharges: Saucon 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: Construction of a single-family residential dwelling on Lot 26 of the Ridings at Saucon Creek Subdivision.
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: Maplewood Residential, L.P., c/o Joe Gambone
Applicant Address: 1030 W. Germantown Pike, E. Norriton, PA 19403-3929
Application Number: PAD390304
Application Type: New
Municipality/County: Lower Milford Township, Lehigh County
Project Site Name: The Ridings at Saucon Creek—Lot 18
Total Earth Disturbance Area (acres): 1.07 acres
Surface Waters Receiving Stormwater Discharges: Saucon Creek, EV Wetlands (HQ-CWF, MF) (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: Construction of a single-family residential lot (18) part of a larger subdivision.
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: Hazleton City Authority
Applicant Address: 400 East Arthur Gardner Parkway, Hazleton, PA 18201
Application Number: PAD130048
Application Type: New
Municipality/County: Lausanne Township, Carbon County
Project Site Name: Hazleton City Authority—Buck Mountain Road Water System Replacement
Total Earth Disturbance Area (acres): 1.70 acres
Surface Waters Receiving Stormwater Discharges: UNT to Buck Mountain 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 is the replacement of approximately 6,250-feet of existing water main running along Buck Mountain Road. There is no new impervious proposed, and all existing land covers will be restored as best possible.
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.
Southwest Regional Office
Applicant: EDPR NA Distributed Generation LLC
Applicant Address: 100 Park Ave, Suite 2400, New York, NY 10017
Application Number: PA
Application Type: New
Municipality/County: East Carroll Township, Cambria County
Project Site Name: Patton Solar Farm
Total Earth Disturbance Area (acres): 16.11 acres
Surface Waters Receiving Stormwater Discharges: Little Chest Creek and Chest 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: Proposed solar power generation facility with associated infrastructure including gravel roads, solar panel arrays, electrical inverters, and perimeter fencing.
Special Conditions: 1. The type and application rate of fertilizers and lime on the site shall be in accordance with the soil testing results, specifically for soil types GwC, GtC, and LDF. 2. Earth disturbance may not commence until all authorizations necessary to complete construction have been obtained including, but not limited to Act 537 Sanitary Planning/HOP/Municipal approval. 3. Prior to the beginning of work, all public water supplies or other water-related activities located downstream that may be affected by turbidity increases or other water quality changes caused by said work shall be sufficiently notified in advance to allow for preparation of any water quality changes. These include, at a minimum, Patton Borough Water Department, (John Crowell, Council President) at 814-674-3641.
You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.
Southeast Regional Office
Applicant: PA DOT Engineering District 6-0
Applicant Address: 7000 Geerdes Boulevard, King of Prussia, PA 19406
Application Number: PAD510049 A-3
Application Type: Major Amendment
Municipality/County: City of Philadelphia, Philadelphia County
Project Site Name: SR 0095 BR3
Total Earth Disturbance Area (acres): 30.79 acres
Surface Waters Receiving Stormwater Discharges: Frankford Creek (WWF, MF) and UNT to Delaware River (WWF, 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: Within the Chapter 102 permitted area, the project site is approximately 70 acres, with a limit of disturbance (LOD) of approximately 30 acres. The current Individual NPDES permit to be amended with this phase is PAD510049 Phase 2. • Realignment of SR 0095 northbound to provide four lanes of traffic through the interchange, from the southern limit of Wheatsheaf Lane to the northern limit of Bridge Street, approximately 6,000 ft. This includes replacement of the viaduct between Frankford Creek and Lefevre Street with a geotechnical-engineered embankment; replacement of the bridges over Frankford Creek, Orthodox Street, and Lefevre Street; replacement of sound wall; and installation of Intelligent Transportation Systems (ITS) facilities. • Realignment of SR 8017 (Ramp G), northbound entrance ramp from Aramingo Ave, including replacement of the bridges over SR 0095, SR 8017 (Ramp C), and SR 8017 (Ramp I); replacement of sound walls; and construction of a new retaining wall. • Realignment of SR 8017 (Ramp H), northbound entrance ramp from Betsy Ross Bridge. • Demolition of the Northbound Collector-Distributor Road, including elimination of SR 8019 (Ramp Y); northbound exit ramp to the Collector-Distributor (C-D) road, SR 8019 (Ramp N), northbound entrance ramp from C-D Road; and SR 8019 (Ramp J), northbound exit ramp to Tacony Street. • Closure of SR 8019 (Ramp K), southbound entrance ramp from Tacony Street. • Realignment of Pearce Street between Orthodox Street and Lefevre Street. • Reconstruction of Orthodox Street between SR 0095 and Pearce Street.• Relocation of a Philadelphia Water Department (PWD) sewer system from the intersection of Duncan Street and Aramingo Avenue to the Frankford Creek outfall previously constructed with Section BR0. • Construction of a new access road to the PennDOT Maintenance Yard and the PWD sewer facilities from Orthodox Street. In addition, the project limits will extend into the southern Section of the I-95 improvements, Section AFC, by approximately 4,000 feet for traffic control purposes. The disturbance is confined to reconstruction of the highway median shoulder. The post construction stormwater management for this area is anticipated to be covered under a separate permit covering the entirety of the AFC section and is not included with this permit application. This application covers only the erosion and sediment control measures necessary for the limited median reconstruction.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Northcentral Regional Office
Applicant: Jersey Shore Borough
Applicant Address: 232 Smith Street, Jersey Shore, PA 17740
Application Number: PAD410027
Application Type: New
Municipality/County: Jersey Shore Borough, Lycoming County
Project Site Name: Municipal Garages
Total Earth Disturbance Area (acres): 1.38 acres
Surface Waters Receiving Stormwater Discharges: Nichol's Run (HQ-EV)
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: A new building is proposed for the Borough Public Works Department for storage of their municipal vehicles and winter road treatment materials.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.
Cambria District Office
Applicant: PA DEP Bureau of Abandoned Mine Reclamation
Applicant Address: 286 Industrial Park Road, Ebensburg, PA 15931
Application Number: PAD680020
Application Type: New
Municipality/County: Blacklick Township, Cambria County
Project Site Name: OSM 11(0042)102.1 (GA) Beulah Road (C&I Trail Extension)
Total Earth Disturbance Area (acres): 10.8 acres
Surface Waters Receiving Stormwater Discharges: UNT to South Branch Blacklick Creek (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 consists of the removal of 4.5 acres of coal refuse material from a 10.8-acre site.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 814-472-1800.
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