NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[55 Pa.B. 336]
[Saturday, January 11, 2025]
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 0621403 Major Sewage Treatment Facility Individual WQM Permit Amendment PA American Water Co.
920 Mountain Home Road
Sinking Spring, PA 19608-9373Exeter Township
Berks CountySCRO NOEXNW018 No Exposure Certification Transfer Associated Spring US LLC
226 S Center Street
Corry, PA 16407-1935Corry City
Erie CountyNWRO NOEXSC165 No Exposure Certification Renewal Navitor East
725 Clayton Avenue
Waynesboro, PA 17268-2060Waynesboro Borough
Franklin CountySCRO NOEXSC427 No Exposure Certification Transfer Pennsylvania Tortilla Manufacturing LLC
124 W Airport Road
Lititz, PA 17543-7624Manheim Township
Lancaster CountySCRO NOEXSE099 No Exposure Certification Renewal Veolia ES Tech Solutions LLC
3100 Hedley Street
Philadelphia, PA 19137-1934Philadelphia City
Philadelphia CountySERO PAG033958 PAG-03 NPDES General Permit for Industrial Stormwater Amendment 193d Special OPS Wing—
PA Air National Guard
62 Olmstead Boulevard
Middletown, PA 17057-5062Middletown Borough
Dauphin CountySCRO PAG041452 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Young Christina
89 Patterson School Road
Grove City, PA 16127-4931Pine Township
Mercer CountyNWRO PAG041454 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Conlon Richard
71 Quarry Hill Road
Greeville, PA 16125Hempfield Township
Mercer CountyNWRO PAG041455 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Pascual Kristin
5223 N Hibiscus Drive
Chincoteague Island, VA 23336-3000Cranberry Township
Venango CountyNWRO PAG041456 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Zakrie Toby
140 Lohr Road
Emlenton, PA 16373Licking Township
Clarion CountyNWRO PAG041457 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Hollabaugh Penny
6275 Route 62
Irvine, PA 16329-2003Watson Township
Warren CountyNWRO PAG123647 PAG-12 NPDES General Permit for CAFOs Renewal Joe Jurgielewicz & Son Ltd
189 Cheese Lane
Hamburg, PA 19526-8057Tilden Township
Berks CountySCRO PAG123648 PAG-12 NPDES General Permit for CAFOs Renewal Joe Jurgielewicz & Son Ltd
189 Cheese Lane
Hamburg, PA 19526-8057Perry Township
Berks CountySCRO 1624403 Single Residence Sewage Treatment Plant Individual WQM Permit New Zakrie Toby
140 Lohr Road
Emlenton, PA 16373Licking Township
Clarion CountyNWRO 6215402 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Hollabaugh Penny
6275 Route 62
Irvine, PA 16329-2003Watson Township
Warren CountyNWRO WQG01432415 WQG-01 Single Residence Sewage Treatment Plant WQM General Permit New Conlon Richard
71 Quarry Hill Road
Greeville, PA 16125Hempfield Township
Mercer CountyNWRO WQG01612402 WQG-01 Single Residence Sewage Treatment Plant WQM General Permit New Pascual Kristin
5223 N Hibiscus Drive
Chincoteague Island, VA 23336-3000Cranberry Township
Venango CountyNWRO WQG02152405 WQG-02 Pump Station WQM General Permit New Upper Uwchlan Township Municipal Authority
140 Pottstown Pike
Chester Springs, PA 19425-9516Upper Uwchlan Township
Chester CountySERO
II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.
PUBLIC NOTICE PA0112551, Sewage, SIC Code 4952, Randall B. Moyer, 230 Madisonburg Pike, Madisonburg, PA 16852-8004. Facility Name: Moyer Single Residence Sewage Treatment Plant. This existing facility is located in Miles Township, Centre County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary of Elk Creek, is located in State Water Plan watershed 6-A and is classified for Exceptional Value Waters, 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 400 GPD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Annual
AverageAverage Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX Report
Avg MoXXX Report You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northcentral Regional Office
PA0111902, Industrial, SIC Code 2023, Dairy Farmers of America, Inc., 1405 N 98th Street, Kansas City, KS 66111-1865. Facility Name: Dairy Farmers of America Middlebury Center. This existing facility is located in Middlebury Township, Tioga 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), Norris Brook (TSF) and Norris Brook (TSF, MF), is located in State Water Plan watershed 4-A 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 0.085 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F) (°F) XXX XXX XXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.085 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F)
Jan 1 - 31XXX XXX XXX XXX 99.7
Daily MaxXXX Feb 1 - 29 XXX XXX XXX XXX 88.6
Daily MaxXXX Mar 1 - 31 XXX XXX XXX XXX 110
Daily MaxXXX Apr 1 - 15 XXX XXX XXX XXX 110
Daily MaxXXX Apr 16 - 30 XXX XXX XXX XXX 97.8
Daily MaxXXX May 1 - 15 XXX XXX XXX XXX 80.6
Daily MaxXXX May 16 - 31 XXX XXX XXX XXX 84.6
Daily MaxXXX Jun 1 - 15 XXX XXX XXX XXX 78.5
Daily MaxXXX Jun 16 - 30 XXX XXX XXX XXX 80.2
Daily MaxXXX Jul 1 - 31 XXX XXX XXX XXX 80.2
Daily MaxXXX Aug 1 - 15 XXX XXX XXX XXX 77.7
Daily MaxXXX Aug 16 - 31 XXX XXX XXX XXX 77.7
Daily MaxXXX Sep 1 - 15 XXX XXX XXX XXX 72.3
Daily MaxXXX Sep 16 - 30 XXX XXX XXX XXX 66.3
Daily MaxXXX Oct 1 - 15 XXX XXX XXX XXX 61.8
Daily MaxXXX Oct 16 - 31 XXX XXX XXX XXX 57.8
Daily MaxXXX Nov 1 - 15 XXX XXX XXX XXX 54.7
Daily MaxXXX Nov 16 - 30 XXX XXX XXX XXX 57.4
Daily MaxXXX Dec 1 - 31 XXX XXX XXX XXX 97.8
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .191 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 Biochemical Oxygen Demand (BOD5) XXX XXX XXX 20.0 40.0 50 The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F) (°F) XXX XXX XXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F)
Jan 1 - 31XXX XXX XXX XXX 99.7
Daily MaxXXX Feb 1 - 29 XXX XXX XXX XXX 88.6
Daily MaxXXX Mar 1 - 31 XXX XXX XXX XXX 110
Daily MaxXXX Apr 1 - 15 XXX XXX XXX XXX 110
Daily MaxXXX Apr 16 - 30 XXX XXX XXX XXX 97.8
Daily MaxXXX May 1 - 15 XXX XXX XXX XXX 80.6
Daily MaxXXX May 16 - 31 XXX XXX XXX XXX 84.6
Daily MaxXXX Jun 1 - 15 XXX XXX XXX XXX 78.5
Daily MaxXXX Jun 16 - 30 XXX XXX XXX XXX 80.2
Daily MaxXXX Jul 1 - 31 XXX XXX XXX XXX 80.2
Daily MaxXXX Aug 1 - 15 XXX XXX XXX XXX 77.7
Daily MaxXXX Aug 16 - 31 XXX XXX XXX XXX 77.7
Daily MaxXXX Sep 1 - 15 XXX XXX XXX XXX 72.3
Daily MaxXXX Sep 16 - 30 XXX XXX XXX XXX 66.3
Daily MaxXXX Oct 1 - 15 XXX XXX XXX XXX 61.8
Daily MaxXXX Oct 16 - 31 XXX XXX XXX XXX 57.8
Daily MaxXXX Nov 1 - 15 XXX XXX XXX XXX 54.7
Daily MaxXXX Nov 16 - 30 XXX XXX XXX XXX 57.4
Daily MaxXXX Dec 1 - 31 XXX XXX XXX XXX 97.8
Daily MaxXXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX Report
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.6 XXX Biochemical Oxygen Demand (BOD5) 48.8 97.6 XXX 30.0 60.0 75 Total Suspended Solids 48.8 97.6 XXX 30.0 60.0 75 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 3021.1 42.3 XXX 13.0 26.0 32 May 1 - Oct 31 8.9 17.8 XXX 5.5 11.0 13 Total Phosphorus 12.5 25 XXX 10 20 25 The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report XXX Copper, Total (ug/L) XXX XXX XXX Report
Avg QrtlyReport XXX Silver, Total (ug/L) XXX XXX XXX Report
Avg QrtlyReport XXX Zinc, Total (ug/L) XXX XXX XXX Report
Avg QrtlyReport XXX In addition, the permit contains the following major special conditions:
• Schedule of Compliance
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northcentral Regional Office
PA0231835, Sewage, SIC Code 4952, Gloria Fuller, 5595 Route 287 Highway, Jersey Shore, PA 17740-8303. Facility Name: Gloria Fuller SRSTP. This proposed facility is located in Mifflin Township, Lycoming County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Second Fork Larrys Creek (HQ-CWF, MF), is located in State Water Plan watershed 10-A and is classified for High Quality-Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX In addition, the permit contains the following major special conditions:
• Other Requirements.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northcentral Regional Office
PA0111902, Industrial, SIC Code 2023, Dairy Farmers of America, Inc., 1405 N 98th Street, Kansas City, KS 66111-1865. Facility Name: Dairy Farmers of America Middlebury Center. This existing facility is located in Middlebury Township, Tioga 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), Norris Brook (TSF) and Norris Brook (TSF, MF), is located in State Water Plan watershed 4-A 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 0.085 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F) (°F) XXX XXX XXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.085 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Jan 1 - 31 XXX XXX XXX XXX 99.7
Daily MaxXXX Feb 1 - 29 XXX XXX XXX XXX 88.6
Daily MaxXXX Mar 1 - 31 XXX XXX XXX XXX 110
Daily MaxXXX Apr 1 - 15 XXX XXX XXX XXX 110
Daily MaxXXX Apr 16 - 30 XXX XXX XXX XXX 97.8
Daily MaxXXX May 1 - 15 XXX XXX XXX XXX 80.6
Daily MaxXXX May 16 - 31 XXX XXX XXX XXX 84.6
Daily MaxXXX Jun 1 - 15 XXX XXX XXX XXX 78.5
Daily MaxXXX Jun 16 - 30 XXX XXX XXX XXX 80.2
Daily MaxXXX Jul 1 - 31 XXX XXX XXX XXX 80.2
Daily MaxXXX Aug 1 - 15 XXX XXX XXX XXX 77.7
Daily MaxXXX Aug 16 - 31 XXX XXX XXX XXX 77.7
Daily MaxXXX Sep 1 - 15 XXX XXX XXX XXX 72.3
Daily MaxXXX Sep 16 - 30 XXX XXX XXX XXX 66.3
Daily MaxXXX Oct 1 - 15 XXX XXX XXX XXX 61.8
Daily MaxXXX Oct 16 - 31 XXX XXX XXX XXX 57.8
Daily MaxXXX Nov 1 - 15 XXX XXX XXX XXX 54.7
Daily MaxXXX Nov 16 - 30 XXX XXX XXX XXX 57.4
Daily MaxXXX Dec 1 - 31 XXX XXX XXX XXX 97.8
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .191 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 Biochemical Oxygen Demand (BOD5) XXX XXX XXX 20.0 40.0 50 The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F) (°F) XXX XXX XXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Temperature (deg F)
Jan 1 - 31XXX XXX XXX XXX 99.7
Daily MaxXXX Feb 1 - 29 XXX XXX XXX XXX 88.6
Daily MaxXXX Mar 1 - 31 XXX XXX XXX XXX 110
Daily MaxXXX Apr 1 - 15 XXX XXX XXX XXX 110
Daily MaxXXX Apr 16 - 30 XXX XXX XXX XXX 97.8
Daily MaxXXX May 1 - 15 XXX XXX XXX XXX 80.6
Daily MaxXXX May 16 - 31 XXX XXX XXX XXX 84.6
Daily MaxXXX Jun 1 - 15 XXX XXX XXX XXX 78.5
Daily MaxXXX Jun 16 - 30 XXX XXX XXX XXX 80.2
Daily MaxXXX Jul 1 - 31 XXX XXX XXX XXX 80.2
Daily MaxXXX Aug 1 - 15 XXX XXX XXX XXX 77.7
Daily MaxXXX Aug 16 - 31 XXX XXX XXX XXX 77.7
Daily MaxXXX Sep 1 - 15 XXX XXX XXX XXX 72.3
Daily MaxXXX Sep 16 - 30 XXX XXX XXX XXX 66.3
Daily MaxXXX Oct 1 - 15 XXX XXX XXX XXX 61.8
Daily MaxXXX Oct 16 - 31 XXX XXX XXX XXX 57.8
Daily MaxXXX Nov 1 - 15 XXX XXX XXX XXX 54.7
Daily MaxXXX Nov 16 - 30 XXX XXX XXX XXX 57.4
Daily MaxXXX Dec 1 - 31 XXX XXX XXX XXX 97.8
Daily MaxXXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX Report
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.6 XXX Biochemical Oxygen Demand (BOD5) 48.8 97.6 XXX 30.0 60.0 75 Total Suspended Solids 48.8 97.6 XXX 30.0 60.0 75 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 3021.1 42.3 XXX 13.0 26.0 32 May 1 - Oct 31 8.9 17.8 XXX 5.5 11.0 13 Total Phosphorus 12.5 25 XXX 10 20 25 The proposed effluent limits for Outfall 002 are based on a design flow of 0.195 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report XXX Copper, Total (ug/L) XXX XXX XXX Report
Avg QrtlyReport XXX Silver, Total (ug/L) XXX XXX XXX Report
Avg QrtlyReport XXX Zinc, Total (ug/L) XXX XXX XXX Report
Avg QrtlyReport XXX In addition, the permit contains the following major special conditions:
• Schedule of Compliance
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northcentral Regional Office
PA0229172, Industrial, SIC Code 4941, Duncan Township Municipal Water Authority, Tioga County, 42 Duncan Township Road, Wellsboro, PA 16901-8544. Facility Name: Duncan Township Municipal Water Authority Water System. This existing facility is located in Duncan Township, Tioga 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), Wilson Creek (CWF, MF), is located in State Water Plan watershed 9-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0067 MGD.
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
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0 Aluminum, Total XXX XXX XXX 0.75 XXX 1.50 Iron, Total XXX XXX XXX 1.50 XXX 3.00 Manganese, Total XXX XXX XXX 1.00 XXX 2.00 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northeast Regional Office
PA0036081, Sewage, SIC Code 4952, Lehigh County Authority, 1053 Spruce Road, Allentown, PA 18106-9408. Facility Name: Wynnewood Wastewater Treatment Plant. 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(s), Lehigh River (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 0.06 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 12.5 20.0 XXX 25.0 40.0 50.0 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentXXX XXX XXX Report XXX XXX CBOD5 Minimum % Removal (%)
Raw Sewage InfluentXXX XXX XXX 85
Min Mo AvgXXX XXX Total Suspended Solids
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Total Suspended Solids 7.5 XXX XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen 10.4 XXX XXX Report XXX XXX Ammonia-Nitrogen
Oct 1 - Apr 302.1 XXX XXX 20.0 XXX 40.0 May 1 - Sep 30 1.5 XXX XXX 20.0 XXX 40.0 Nitrate as N 8.1 XXX XXX XXX XXX XXX Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Phosphorus 2.1 XXX XXX Report XXX XXX Total Dissolved Solids XXX XXX XXX 1,000
Avg QrtlyXXX 2,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report 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
PA0061352, Sewage, SIC Code 4952, Delaware Water Gap Municipal Authority, P.O. Box 128, Delaware Water Gap, PA 18327-0128. Facility Name: Delaware Water Gap Municipal Authority WWTP. This existing facility is located in Delaware Water Gap Borough, Monroe 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, Cherry Creek (CWF, MF), is located in State Water Plan watershed 1-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 0.176 MGD.
(From Permit Effective Date to Three Years After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Lead, Total Report Report XXX Report Report XXX Zinc, Total Report Report XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.176 MGD.
(From Three Years After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Lead, Total 0.039 0.063 XXX 0.027 0.043 0.069 Zinc, Total 0.96 1.52 XXX 0.66 1.04 1.66 The proposed effluent limits for Outfall 001 are based on a design flow of 0.176 MGD.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstant. Minimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 36.6 58.7 XXX 25.0 40.0 50.0 BOD5
Minimum % Removal (%)85.0
Min Mo AvgXXX XXX XXX XXX XXX Total Suspended Solids 44.0 66.0 XXX 30.0 45.0 60.0 Total Suspended Solids
Minimum % Removal (%)85.0
Min Mo AvgXXX XXX XXX XXX XXX Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30Report Report
Daily MaxXXX Report Report
Daily MaxXXX May 1 - Oct 31 Report Report
Daily MaxXXX 7.96 Report
Daily Max15.92 Total Phosphorus Report Report
Daily MaxXXX Report Report
Daily MaxXXX Copper, Total Report Report
Daily MaxXXX 0.059 0.109
Daily Max0.118 The proposed effluent limits for Outfall 001 are based on a design flow of .176 MGD.—Limits.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Annual
AverageDaily
MaximumMinimum Annual
AverageDaily
MaximumIMAX Bromide Report Report XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of .176 MGD.—Limits.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumMinimum Average Quarterly Daily
MaximumIMAX Total Dissolved Solids Report Report XXX Report Report XXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N Report Report XXX Report Report XXX Total Nitrogen Report Report XXX Report Report XXX Total Kjeldahl Nitrogen Report Report XXX Report Report XXX The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0 MGD.
(From Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report Report XXX In addition, the permit contains the following major special conditions:
• Solids Management
• POTW Pretreatment Program Implementation
• Water Quality-Based Effluent Limitations for Toxic Pollutants
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is not in effect.
Northeast Regional Office
PA0276901, Storm Water, SIC Code 4213, ABF Freight System, Inc., P.O. Box 10048, Fort Smith, AZ 72917. Facility Name: ABF Freight System Bethlehem. This proposed facility is located in Bethlehem Township, Northampton 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), 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 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 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 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
PAS902202, Storm Water, SIC Code 4952, Lehigh County Authority, 1053 Spruce Road, Allentown, PA 18106-9408. Facility Name: Lehigh County Authority Pretreatment Plant. 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 (stormwater).
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 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 010 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX XXX 30.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX 120.0 Total Suspended Solids XXX XXX XXX XXX XXX 100.0 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 Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX 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
PA0029840, Sewage, SIC Code 8361, Rayburn Township Joint Municipal Authority, P.O. Box 776, Kittanning, PA 16201. Facility Name: Armsdale STP. This existing facility is located in Rayburn Township, Armstrong 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, Cowanshannock Creek (TSF), is located in State Water Plan watershed 17-E 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 0.145 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstant. Minimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 3030.3 45.4 XXX 25.0 37.5 50.0 May 1 - Oct 31 21.8 32.7 XXX 18.0 27.0 36.0 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids 36.3 54.5 XXX 30.0 45.0 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 30XXX XXX XXX 18.0 XXX 36.0 May 1 - Oct 31 XXX XXX XXX 6.0 XXX 12.0 Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report 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 814-332-6078.
The EPA Waiver is in effect.
PA0101117, Sewage, SIC Code 4952, 6515, Freedom First Rentals LLC, P.O. Box 5205, Conneaut Lake, PA 16316-5205. Facility Name: Shady Acres MHP. This existing facility is located at 16050 Parsons Ln, Edinboro, PA 16412 in Cussewago Township, Crawford County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SFTF sewage.
The receiving stream(s), UNT to Cussewago Creek (WWF), is located in State Water Plan watershed 16-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 .002 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (GPD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 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.
PA0287890, Sewage, SIC Code 8800, Robert Kozar, 172 Clearwater Drive, Ellwood City, PA 16117-3060. Facility Name: Robert Kozar SRSTP. This existing facility is located at 1305 Trunkeyville Road, Tidioute, PA 16351 in Harmony Township, Forest County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Allegheny River (WWF), is located in State Water Plan watershed 16-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 .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0260151, Sewage, SIC Code 4952, Maxatawny Township Municipal Authority, Berks County, 127 Quarry Road, Kutztown, PA 19530-9697. Facility Name: Maxatawny Township Munic STP. This existing facility is located in Maxatawny Township, Berks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Sacony Creek (CWF (existing use)), is located in State Water Plan watershed 3-B 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 0.14 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) 29 46 XXX 25.0 40.0 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 35 52 XXX 30.0 45.0 60 Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Suspended Solids (Total Load, lbs) (lbs) XXX 12,785
Total AnnualXXX XXX XXX XXX Total Dissolved Solids XXX XXX XXX XXX Report
Daily MaxXXX 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 18.3 XXX XXX 15.7 XXX 31.4 Total Nitrogen XXX Report
Daily MaxXXX XXX Report
Daily MaxXXX Total Phosphorus 2.3 XXX XXX 2.0 XXX XXX Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs) XXX 426
Total AnnualXXX XXX XXX XXX In addition, the permit contains the following major special conditions:
• Proper handling, transport, and disposal of screenings, sludges, and other solids
• Annual submittal of sewage sludge management inventory
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
Application No. PA0281751, Concentrated Animal Feeding Operation (CAFO), Kish-View Dairy LLC (Kish View Farm CAFO), 4733 East Main Street, Belleville, PA 17004-9296.
Kish View Dairy LLC has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Kish View Farm CAFO, located in Union Township, Mifflin County.
The CAFO is situated near Unnamed Tributary of Kishacoquillas Creek (HQ-CWF, MF) in Watershed 12-A, which is classified for High Quality-Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 1,279.63 animal equivalent units (AEUs) consisting of 650 Dairy Cows, 280 Dairy Heifers, and 205 Dairy Calves. Liquid dairy manure is stored in a concrete circular manure storage, concrete underbarn storage, and earthen lagoon. The operation also has a methane digester that processes liquid dairy manure. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Southeast Regional Office
PA0055689, Sewage, SIC Code 4952, Clemens Andrew S & Clemens Elaine R, 485 Camp Rock Hill Road, Quakertown, PA 18951-5352. Facility Name: Clemens SRSTP. This existing facility is located in Richland Township, Bucks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Butter Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes, High Quality Waters-Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30XXX XXX XXX 20.0 XXX 40 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX 9.0 XXX 19 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6 Total Residual Chlorine (TRC) XXX XXX Report Report XXX XXX 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.
PA0058858, Sewage, SIC Code 4952, Upper Makefield Township, 1076 Eagle Road, Newtown, PA 18940-2818. Facility Name: Reeve Tract WWTP. This existing facility is located in Upper Makefield Township, Bucks 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 Jericho Creek (WWF, MF), is located in State Water Plan watershed 2-E and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.020225 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum IMAX 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 6.0
Inst MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 1.7 XXX XXX 10 XXX 20 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentReport XXX XXX Report XXX XXX BOD5 (Load, lbs/mo or lbs/year)
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Suspended Solids 1.7 XXX XXX 10 XXX 20 Total Suspended Solids
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Dissolved Solids XXX XXX XXX 1,000 2,000
Daily Max2,500 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 Ultraviolet light intensity
(mW/cm2)XXX XXX Report XXX XXX XXX Total Nitrogen 1.7 XXX XXX 10.0 XXX 20 Ammonia-Nitrogen
Nov 1 - Apr 300.50 XXX XXX 3.0 XXX 6 May 1 - Oct 31 0.3 XXX XXX 1.5 XXX 3 Nitrate as N
May 1 - Sep 30XXX XXX XXX Report XXX XXX Total Phosphorus 0.2 XXX XXX 1.0 XXX 2 The proposed effluent limits for Outfall 001 are based on a design flow of 0.020225 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum IMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• No stormwater shall be directly admitted to sanitary sewers
• Proper disposal of collected screenings, slurries, sludges, and other solids
• Permittee shall notify DEP of operator in charge
• Permittee shall develop operations and maintenance (O&M) plan
• The permittee shall report operation of the ultraviolet (UV) disinfection system
• Seasonal fecal coliform monitoring requirement
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
PA0245062, Sewage, SIC Code 1521, Petrondi Richard, 3141 Hollow Road, Malvern, PA 19355. Facility Name: Petrondi Residence. This existing facility is located in Charlestown Township, Chester County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to Pickering Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Migratory Fishes, High Quality Waters-Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9 CBOD5
Nov 1 - Apr 30XXX XXX XXX 20.0 XXX 40 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20 TSS XXX XXX XXX 10.0 XXX 20 Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX XXX Ammonia
Nov 1 - Apr 30XXX XXX XXX 15.0 XXX 30 May 1 - Oct 31 XXX XXX XXX 5.0 XXX 10 In addition, the permit contains the following major special conditions:
I. Other Requirements
A. AMR to DEP
B. 1/year Measure Depth of Septage and Scum
C. Septic Tanks Pumped Out Every Three Years
D. No Stormwater
E. Necessary Property Rights
F. Proper Sludge Disposal
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
PA0245194, Sewage, SIC Code 4952, Leon A Grochowski Jr, 2224 Meadowbrook Drive, Schnecksville, PA 18078. Facility Name: Leon Grochowski SRSTP. This existing facility is located in East Rockhill Township, Bucks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Threemile Run (TSF, MF), is located in State Water Plan watershed 2-D 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 .0008 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Measurement of depth of septage
• Septic tank pumping requirement
• Optimization of chlorine dosage
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
Southwest Regional Office
PA0022276, Sewage, SIC Code 8211, Southmoreland School District, 2351 Route 981, Alverton, PA 15612. Facility Name: Southmoreland School District STP. This existing facility is located in East Huntingdon Township, Westmoreland 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 Stauffer Run (WWF), is located in State Water Plan watershed 19-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 0.021 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum IMAX Flow (MGD) 0.021 XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0
Daily MaxXXX Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 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 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX 4.4 XXX 8.8 May 1 - Oct 31 XXX XXX XXX 2.3 XXX 4.6 The proposed effluent limits for Outfall 001 are based on a design flow of 0.021 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum IMAX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Aluminum, Total XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX Report
Daily MaxXXX Manganese, Total XXX XXX XXX XXX Report
Daily MaxXXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• None.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
Southwest Regional Office
PA0024082, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, P.O. Box 730, Greensburg, PA 15601-0730. Facility Name: Avonmore Borough STP. This existing facility is located in Avonmore Borough, Westmoreland 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), Kiskiminetas River (WWF), is located in State Water Plan watershed 18-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .257 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Aluminum, Total XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX Report
Daily MaxXXX Manganese, Total XXX XXX XXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .257 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 4.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 53.6 80.4 XXX 25.0 37.5 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 64.3 96.5 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 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .257 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 XXX Report 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 not in effect.
Southwest Regional Office
PA0028410, Sewage, SIC Code 4952, Municipal Authority of the Borough of Baden, 149 State Street, Baden, PA 15005-1937. Facility Name: Baden STP. This existing facility is located in Baden Borough, Beaver County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Tevebau Run (WWF), is located in State Water Plan watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Nitrogen XXX Report
Daily MaxXXX XXX Report
Daily MaxXXX Total Phosphorus XXX Report
Daily MaxXXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX PFOA (ng/L) XXX XXX XXX XXX XXX Report PFOS (ng/L) XXX XXX XXX XXX XXX Report PFBS (ng/L) XXX XXX XXX XXX XXX Report HFPO-DA (ng/L) XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 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
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 417 634 XXX 25.0 38.0 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids 500 751 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Nov 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Oct 31 XXX XXX XXX 200
Geo MeanXXX 400 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ammonia-Nitrogen XXX XXX XXX Report Report
Daily MaxXXX Antimony, Total Report XXX XXX Report Report
Daily MaxXXX Mercury, Total (ng/L) Report XXX XXX Report Report
Daily MaxXXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is not in effect.
Southwest Regional Office
PA0218367, Industrial, SIC Code 4941, Saint Francis University, P.O. Box 600, Loretto, PA 15940-0600. Facility Name: Saint Francis University Water Treatment Plant. This existing facility is located in Loretto Borough, Cambria County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream(s), Unnamed Tributary of Chest Creek (HQ-CWF, MF), is located in State Water Plan watershed 8-B 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 0.004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.05 0.17 XXX Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX Aluminum, Total XXX XXX XXX 0.75 0.75 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 412-442-4000.
The EPA Waiver is in effect.
Southwest Regional Office
PAI136102, MS4, Fox Chapel Borough, Allegheny County, 401 Fox Chapel Road, Pittsburgh, PA 15238-2225.
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 Fox Chapel Borough, Allegheny County. The receiving stream(s), Allegheny River (WWF), Sycamore Run (HQ-WWF), Campbell Run (WWF), Guyasuta Run (HQ-WWF), Little Pine Creek (TSF), Guys Run (WWF), Glade Run (HQ-WWF), and Stony Camp Run (HQ-WWF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, High Quality Waters-Warm Water Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.
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.
III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Northeast Regional Office
Applicant: Orange Pavers Corp.
Applicant Address: 409 North Road, Stroudsburg, PA 18360
Application Number: PAD450140 A-2
Application Type: Major Amendment
Municipality/County: Jackson Township, Monroe County
Project Site Name: Orange Pavers Corp. Land Development
Total Earth Disturbance Area (acres): 8.05 acres
Surface Waters Receiving Stormwater Discharges: Reeders 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: Amendment to the permit to add a new infiltration/detention basin to replace a failing area of pervious pavers. An additional area for laydown and storage will also be added.
Special Conditions: The permittee shall implement a non-discharge alternative and/or the ABACT E&S and PCSM BMPs identified in Antidegradation Analysis Module 3 (3800-PM-BCW0406c) and the approved E&S and PCSM Plans to satisfy antidegradation implementation requirements of 25 Pa. Code §§ 93.4c, 102.4(b)(6) and 102.8(h).
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: The Hamlet Estates Pocono, LLC
Applicant Address: 612 Main Street, Suite 220 # 1154, Stroudsburg, PA 18360
Application Number: PAD450211
Application Type: New
Municipality/County: Polk Township, Monroe County
Project Site Name: The Hamlet Estates Pocono
Total Earth Disturbance Area (acres): 14.12 acres
Surface Waters Receiving Stormwater Discharges: UNT to Pohopoco Creek (CWF, MF), Pohopoco 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: 11 Lot residential subdivision and associated infrastructure located at the intersection of H.T.Y. Road and Polk Township Road in Polk Township, Monroe County, PA.
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: Lehigh Valley Health Network, c/o Gregory Marushak
Applicant Address: Design & Construction, 2100 Mack Boulevard, 5th Floor, P.O. Box 4000, Allentown, PA 18105-4000
Application Number: PAD390179 A-3
Application Type: Renewal and Major Amendment
Municipality/County: Bethlehem City, Hanover Township, Lehigh County, Northampton County.
Project Site Name: Lehigh Valley Health Network—Muhlenberg—New South Wing
Total Earth Disturbance Area (acres): 40.95 acres
Surface Waters Receiving Stormwater Discharges: UNT to Monocacy Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Demolition of an existing building, parking lot, and helipad and construction of proposed Emergency Department Expansion with associated access road improvements, parking facilities, and utilities.
Special Conditions: N/A—No site-specific special conditions proposed
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: Orwigsburg CSG 1 LLC
Applicant Address: 3050 Peachtree Road, Suite 460, Atlanta, GA 30305
Application Number: PAD540038
Application Type: New
Municipality/County: North Union Township, Schuylkill County
Project Site Name: Orwigsburg CSG 1 LLC Solar Project
Total Earth Disturbance Area (acres): 1.9 acres
Surface Waters Receiving Stormwater Discharges: 1. Mahannon Creek (CWF, MF); 2. 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: The project involves the installation of a solar array with associated access road, fence, electric lines, and stormwater BMPs.
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.
Northcentral Regional Office
Applicant: Spring—Benner—Walker Joint Authority
Applicant Address: 170 Irish Hollow Road, Bellefonte, PA 16823-6200
Application Number: PAD140119
Application Type: New
Municipality/County: Benner Township, Patton Township, Centre County
Project Site Name: Shiloh Road Wastewater Collection and Conveyance System
Total Earth Disturbance Area (acres): 39.17 acres
Surface Waters Receiving Stormwater Discharges: Spring Creek (HQ-CWF, MF), Big Hollow (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 approximately 26,500 linear feet (lf) of PVC gravity sewer, 23,000 lf of sanitary force main, three (3) pump stations and several individual grinder pumps as recommended by act 537 sewage facilities plan special study.
Special Conditions: Threatened or Endangered Bats. Removal of trees within the project area may have the potential of effecting threatened northern long-eared bats. Tree cutting activities shall be done only from August 16 to May 14. Onsite Disposal of Excess Excavated Soils. Excess excavated soil from the PSU airport property (parcel # 12-004,037A,0000), Air National Guard property (parcel # 12-004,037F,0000), along Minuteman Lane, or within Fillmore Road and Alexander Drive must be wasted on the parcel from which it originated, no more than 50 feet from the trench/Directional Drilling Pits from which the soil originated, within the Limit of Disturbance, without changing the stormwater runoff characteristics. If onsite disposal as previously required is not feasible, the applicant shall submit to the Department a sampling and disposal plan for review and approval. No wasting of fill shall occur within a regulated Water of the Commonwealth or concentrated stormwater flow paths without prior written authorization from the Department.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.
Northeast Regional Office
Applicant: Black Creek Group (aka IPT Acquisitions, LLC), c/o Matt Kulp
Applicant Address: 301 Route 17 North, Suite 206, Rutherford, NJ 07070-2585
Application Number: PAD390109
Application Type: Renewal
Municipality/County: South Whitehall Township, Upper Macungie Township, Lehigh County
Project Site Name: Crackersport and Eck Road Warehouses
Total Earth Disturbance Area (acres): 67.96 acres
Surface Waters Receiving Stormwater Discharges: UNT to Little Cedar Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The development proposes 3 warehouse buildings for a combined square footage of 907,205 SF with associated vehicle parking and stormwater management facilities.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southwest Regional Office
Applicant: Columbia Gas of PA
Applicant Address: 4000 Energy Drive, Bridgeville, PA 15017
Application Number: PAD650051
Application Type: New
Municipality/County: North Huntingdon Township, Westmoreland County
Project Site Name: McKee Road Pipeline Project
Total Earth Disturbance Area (acres): 7.6 acres
Surface Waters Receiving Stormwater Discharges: Long Run (HQ-TSF)
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: Columbia Gas of Pennsylvania is proposing to install approximately 14,300 linear feet of plastic gas pipeline and an additional 246 feet of pipeline to be installed via directional bore.
Special Conditions: 1. This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance. 2. As property rights are not conveyed by the issuance of this permit, any property rights for construction or discharges which will not be on property owned by the applicant shall be considered and obtained prior to conducting any earth disturbance. Any changes due to not obtaining property rights will be subject to the permit amendment process
You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.
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