NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 8474]
[Saturday, December 28, 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 ACT

 This 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).

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I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
4601405	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Montgomery Township Municipal Sewer Authority Montgomery County 1001 Stump Road Montgomeryville, PA 18936-9605	Montgomery Township Montgomery County	SERO
0424200	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	New	PA DOT Engineering District 11 0 45 Thoms Run Road Bridgeville, PA 15017-2834	Conway Borough Beaver County	SWRO
6509404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Mahadevji LLC P.O. Box 287 Donegal, PA 15628-0287	Donegal Township Westmoreland County	SWRO
PAG034097	PAG-03 NPDES General Permit for Industrial Stormwater	New	Novae LLC 1 Novae Parkway Markle, IN 46770-9087	Waynesboro Borough Franklin County	SCRO
PAG041448	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Bogovich Patricia 1702 N Woodland Boulevard # 116167 Deland, FL 32720-1837	Clarion Township Clarion County	NWRO
PAG046410	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Amendment	Gaus Jamie 137 Mount Vernon Avenue Pittsburgh, PA 15229-1901	Jefferson Township Washington County	SWRO
PAG046498	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Bane Steve 206 Melrose Drive New Stanton, PA 15672-9483	Hempfield Township Westmoreland County	SWRO
PAG103592	PAG-10 NPDES General Permit for Hydrostatic Test Water	New	Texas Eastern Trans LP 425 W Superior Street Suite 1100 Duluth, MN 55802-1511	Jackson Township Lebanon County	SCRO
PAG123795	PAG-12 NPDES General Permit for CAFOs	Renewal	Pigeon Hill Farms LLC 9078 Orchard Road Spring Grove, PA 17362-8651	Jackson Township York County	SCRO
PAG123891	PAG-12 NPDES General Permit for CAFOs	Renewal	S & J Farms LLC 6470 Park Road Orrstown, PA 17244-9669	Lurgan Township Franklin County	SCRO
PAG123961	PAG-12 NPDES General Permit for CAFOs	New	Maple Lawn Assoc Inc. 2394 Black Dog Road McAlisterville, PA 17049-8913	Delaware Township and Monroe Township Juniata County	SCRO
PAG138305	PAG-13 NPDES General Permit for MS4s	Renewal	Mercer County 103 Court House Mercer, PA 16137-1232	Mercer County	NWRO
PAG138339	PAG-13 NPDES General Permit for MS4s	Renewal	Jackson Township Butler County 140 Magill Road Zelienople, PA 16063-3424	Jackson Township Butler County	NWRO
4024403	Pump Stations WQM Individual Permit	New	Wyoming Valley Sanitary Authority 1000 Wilkes-Barre Street Wilkes-Barre, PA 18711-1003	Hanover Township Luzerne County	NERO
WQG01162403	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Bogovich Patricia 1702 N Woodland Boulevard # 116167 Deland, FL 32720-1837	Clarion Township Clarion County	NWRO
WQG016110	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	Transfer	David G Buck & Brooke A Buck 316 Whittengale Road Oakdale, PA 15071-3604	North Fayette Township Allegheny County	SWRO
WQG01652408	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Bane Steve 206 Melrose Drive New Stanton, PA 15672-9483	Hempfield Township Westmoreland County	SWRO
WQG022224402	WQG-02 Sewer Extension WQM General Permit	New	Lower Paxton Township Authority 425 Prince Street Suite 139 Harrisburg, PA 17109-2892	Lower Paxton Township Dauphin County	SCRO

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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.

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 Northcentral Regional Office

 PA0021687, Sewage, SIC Code 4952, Wellsboro Municipal Authority, Tioga County, 14 Crafton Street, Wellsboro, PA 16901-1508. Facility Name: Wellsboro Municipal Authority. This existing facility is located in Wellsboro Borough, Tioga County.

 Description of Existing Activity: The application is for an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Marsh Creek (WWF) and Kelsey Creek (WWF), is located in State Water Plan watershed 9-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	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)	300	450	XXX	18.0	27.0	36
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	500	750	XXX	30	45	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - May 31	75	112	XXX	4.5	6.7	9
Jun 1 - Oct 31	25	37	XXX	1.5	2.2	3
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	33	50	XXX	2.0	Report	4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total (ug/L)	0.27	0.42 Daily Max	XXX	16.2	25.30 Daily Max	40.5

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	46,029 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	4,871 Total Annual	XXX	XXX	XXX	XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 In addition, the permit contains the following major special conditions:

 • Combined Sewer Overflows

 • Whole Effluent Toxicity

 • Stormwater Requirements

 • Solids Management

 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 not in effect.

 Northwest Regional Office

 PA0030341, Sewage, SIC Code 4952, 6513, B&L Rentals, LLC, 2025 Moores Corner Road, Slippery Rock, PA 16057-6111. Facility Name: Plain Grove Apartments. This existing facility is located in Plain Grove Township, Lawrence 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 Taylor Run (CWF), is located in State Water Plan watershed 20-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 0.0032 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Wkly Avg	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50.0
May 1 - Oct 31	XXX	XXX	XXX	20.2	XXX	40.4
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
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.

 Northwest Regional Office

 PA0036994, Sewage, SIC Code 4952, Pleasantville Borough, 114 West State Street, Pleasantville, PA 16341. Facility Name: Pleasantville Borough STP. This existing facility is located in Pleasantville Borough, Venango 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 West Pithole Creek (CWF), is located in State Water Plan watershed 16-E 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 0.4 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.024	XXX	0.08
Carbonaceous Biochemical Oxygen Demand (CBOD5)	33	50	XXX	10.0	15.0	20.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	33	50	XXX	10.0	15.0	20.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	12	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	16.0	XXX	XXX	4.8	XXX	9.6
May 1 - Oct 31	5.3	XXX	XXX	1.6	XXX	3.2
Total Phosphorus	1.5	XXX	XXX	Report	XXX	XXX
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.

 Northwest Regional Office

 PA0218359, Sewage, SIC Code 4952, Green Township Municipal Authority, P.O. Box 129, Commodore, PA 15729-0129. Facility Name: Green Township Municipal Authority WWTP. This existing facility is located in Green Township, Indiana 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 North Branch Two Lick Creek (CWF), is located in State Water Plan watershed 18-D 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 0.12 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	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	0.2	XXX	0.7
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	25.0	37.6	XXX	25.0	37.5	50.0
May 1 - Oct 31	20.0	30.0	XXX	20.0	30.0	40.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	30.0	45.1	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	15.0	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	5.0	XXX	XXX	5.0	XXX	10.0
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
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.

 Northwest Regional Office

 PA0272442, Sewage, SIC Code 4952, 8800, Kirk Foust, 863 Preston Road, Warren, PA 16365-5441. Facility Name: Kirk Foust SRSTP. This existing facility is located in Conewango Township, Warren 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 Allegheny River (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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)	XXX	XXX	XXX	200	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0296023, Sewage, SIC Code 5411, UK Strattanville Holding, LLC, 20331 Paint Boulevard, Shippenville, PA 16254-4627. Facility Name: University Korner All American Plaza. This proposed facility is located in Clarion Township, Clarion County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage.

 The receiving stream, an Unnamed Tributary to the Douglass Run (CWF), is located in State Water Plan watershed 17-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.009 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	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 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	5.0	XXX	10.0
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50.0
May 1 - Oct 31	XXX	XXX	XXX	11.4	XXX	22.8
Total Phosphorus	XXX	XXX	XXX	0.5	XXX	1.0
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 In addition, the permit contains the following major special conditions:

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0222861, Storm Water, SIC Code 2493, Georgia Pacific Panel Products LLC, 149 Temple Drive, Kane, PA 16735-5343. Facility Name: Georgia Pacific Mt Jewett MDF. This existing facility is located in Sergeant Township, McKean County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of industrial stormwater.

 The receiving stream(s), Unnamed Tributary of Sevenmile Run (HQ-CWF) and Unnamed Tributary to Sevenmile Run (HQ-CWF), is located in State Water Plan watershed 17-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 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 Quarterly	Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	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	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	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	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	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 814-332-6078.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0083020, Sewage, SIC Code 4952, Forbes Road School District, 283 Hillside Avenue, Altoona, PA 16601-7722. Facility Name: Forbes Road High School & Elementary School. This existing facility is located in Taylor Township, Fulton 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), Elders Branch (HQ-CWF), is located in State Water Plan watershed 12-C and is classified for High Quality Waters-Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.012 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
TRC	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	20.0	XXX	40.0
Total Suspended Solids	XXX	XXX	XXX	20.0	XXX	30.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	Report Total Annual	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	Report Total Annual	XXX	Report Annl Avg	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

 PA0086908, Sewage, SIC Code 8661, Mid Creek Retreat & Event Center, 3230 E. Imperial Highway #208, Brea, CA 92821. Facility Name: Middle Creek Retreat & Event Center. This existing facility is located in Freedom 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), Middle Creek (CWF), is located in State Water Plan watershed 13-D 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.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report Wkly Avg	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
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 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Kjeldahl Nitrogen (lbs/year)	XXX	Report Total Annual	XXX	Report Annl Avg	XXX	XXX
Nitrate-Nitrite as N (lbs/year)	XXX	Report Total Annual	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen (lbs/year)	XXX	Report Total Annual	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus (lbs/year)	XXX	Report Total Annual	XXX	Report Annl Avg	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

 PAS203503, Storm Water, SIC Code 3498, ASC Engineered Solutions LLC, 330 East 9th Street, Waynesboro, PA 17268. Facility Name: ASC Engineered Solutions—Greencastle. This existing facility is located in Antrim Township, Franklin County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of stormwater associated with industrial activity.

 The receiving stream(s), Unnamed Tributary to Muddy Run (HQ-CWF, MF), is located in State Water Plan watershed 13-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 Outfalls 001—003:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
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
Oil and Grease	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
Zinc, Total	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), including applicable BMPs from Appendix U from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for COD, TSS, pH, and Nitrate + Nitrite-Nitrogen, and Oil and Grease)

 • Other Requirements

 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

 PA0266761, Concentrated Animal Feeding Operation (CAFO), Douglas Metzler (Douglas Metzler Poultry CAFO), 81 Douts Hill Road, Pequea, PA 17565-9747.

 Douglas Metzler has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Douglas Metzler Poultry CAFO, located in Martic Township, Lancaster County.

 The CAFO is situated near Tucquan Creek (HQ-CWF, MF) in Watershed 7-K, which is classified for High Quality-Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 442.44 animal equivalent units (AEUs) consisting of 120,000 layer, breeder hen, white egg: 17—70 wk. and 12,000 layer, breeder rooster, white egg: 17—70 wk. Solid layer manure is stored onsite in concrete storages located under each of the three layer barns. The operation also has a roofed solid manure stacking shed. 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 100-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.

 Southcentral Regional Office

 PA0267058, Concentrated Animal Feeding Operation (CAFO), Clark Oberholtzer (Clark Oberholtzer Farm), 433 Black Barren Road, Peach Bottom, PA 17563-9771.

 Clark Oberholtzer has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Clark Oberholtzer Farm, located in Fulton Township, Lancaster County.

 The CAFO is situated near Unnamed Tributary to Conowingo Creek (HQ-CWF, MF) in Watershed 7-K, which is classified for High Quality-Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 411.37 animal equivalent units (AEUs) consisting of 3,000 Swine wean to finish: 3—28 wk. Liquid swine manure is stored onsite in a concrete underbarn manure storage facility. 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 100-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

 PA0024180, Sewage, SIC Code 4952, Berks Montgomery Municipal Authority, 136 Municipal Drive, Gilbertsville, PA 19525-9463. Facility Name: Berks Montgomery Swamp Creek STP. This existing facility is located in Douglass Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Swamp Creek (TSF, MF), is located in State Water Plan watershed 3-E 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 2.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	480	767	XXX	25	40	50
May 1 - Oct 31	288	441	XXX	15	23	30
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	575	863	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	104	XXX	XXX	5.4	XXX	10.8
May 1 - Oct 31	35	XXX	XXX	1.8	XXX	3.6
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus  Nov 1 - Mar 31	38	XXX	XXX	2.0	XXX	4
Apr 1 - Oct 31	19	XXX	XXX	1.0	XXX	2
Aluminum, Total	XXX	XXX	XXX	0.85	1.3 Daily Max	1.7

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	XXX	2,500
Copper, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Toxicity, Chronic - Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Pimephales Growth (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX

 Sludge use and disposal description and location(s): Sludge is dewatered through a belt filter press and solids are taken to the landfill.

 In addition, the permit contains the following major special conditions:

 Recommended Part C Conditions:

 I. Other Requirements

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Sludge Disposal Requirements

 D. Small Stream Discharge

 E. Responsible Operator

 F. Additional DRBC Requirements

 G. DRBC 10% Rule

 II. Solids Management

 III. Whole Effluent Toxicity (WET)

 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

 PA0245712, Storm Water, SIC Code 2835, Fujirebio Diagnostics, Inc., 201 Great Valley Parkway, Malvern, PA 19355-1308. Facility Name: Fujirebio Diagnostics Malvern Facility. This proposed facility is located in East Whiteland Township, Chester County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.

 The receiving stream, Unnamed Tributary to Valley Creek (EV, MF), is located in State Water Plan watershed 3-F and is classified for Exceptional Value Waters 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 an average stormwater flow.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	9.0	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	120	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	3.0	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:

 I. Stormwater Outfalls

 II. Best Management Practices

 III. Stormwater Monitoring Requirements

 IV. Routine Inspections

 V. PPC Plan

 VI. Other Requirements

 A. Acquire Necessary Property Rights

 B. 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.

 Southwest Regional Office

 PA0028258, Sewage, SIC Code 4952, Ohiopyle Borough, P.O. Box 83, Ohiopyle, PA 15470-0083. Facility Name: Ohiopyle Borough WWTP. This existing facility is located in Ohiopyle Borough, Fayette 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), Youghiogheny River (HQ-CWF), is located in State Water Plan watershed 19-E 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 .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Inst. Minimum	Average Monthly	Max.	IMAX
Flow (MGD)	0.03	XXX	XXX	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)	6.0	XXX	XXX	25.0	XXX	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	7.5	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	Report

 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	Inst. Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 In addition, the permit contains the following major special conditions:

 • Optimization of chlorine dosage

 • Notification of designation of responsible operator

 • Solids management for non-lagoon system

 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

 PA0095621, Sewage, SIC Code 4952, Ashville Borough, P.O. Box 165, Ashville, PA 16613-0165. Facility Name: Ashville Borough STP. This existing facility is located in Ashville Borough, Cambria 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), Clearfield Creek (WWF), is located in State Water Plan watershed 8-C 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 0.05 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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	10.0	XXX	XXX	25.0	XXX	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	Report
Total Suspended Solids	12.0	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	Report
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	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

 PA0253359, Industrial, SIC Code 4941, Permittee: Cambria Somerset Authority, 227 Franklin Street, Suite 306, Johnstown, PA 15901-1916; Co-permittee: CPV Fairview, LLC, 1 North Lexington Avenue, Suite 1400, White Plains, NY 10601-1724. Facility Names: Cambria Somerset Authority and CPV Fairview Energy Center. The existing facilities are located in Quemahoning Township, Somerset County, and Jackson Township, Cambria County, respectively.

 Description of Existing Activity: The application is for renewal of an NPDES permit for existing discharges of untreated excess reservoir supply water and treated industrial waste. This is a revision to draft limits published on May 25, 2024.

 The receiving streams, the Conemaugh River (WWF), Hinckston Run (WWF), and Peggys Run (WWF), are located in State Water Plan watershed 18-D and 18-E and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 1.19 MGD and are revised as follows.—Limits.

	Mass Units (lbs/day		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Free Available Chlorine	1.69	4.23	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	Report	Report	XXX
Manganese, Total	Report	Report	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 1.03 MGD and are revised as follows.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
Chromium, Total	XXX	XXX	XXX	0.2 Avg Qrtly	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0 Avg Qrtly	1.0	XXX

 In addition, the permit is revised to include case-by-case Best Technology Available (BTA) determinations for impingement mortality at the Quemahoning and Hinckston Run cooling water intake structures where the through screen actual velocity is less than 0.5 feet per second; and for entrainment at the Border Dam cooling water intake structure where actual intake flow is minimal (less than 5%) compared to the mean annual flow of the river. BTA for entrainment at the Quemahoning and Hinckston Run cooling water intake structures and for impingement at the Border Dam cooling water intake structure must be identified, justified, and maintained under the terms and conditions of the permit.

 Effluent limits and monitoring requirements at Outfalls 001—003 and at Internal Monitoring Point 201 remain unchanged from the May 25, 2024 notice except for a change to the monitoring frequency for pH from 1/day to 1/week.

 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

 PAS706101, Storm Water, SIC Code 2951, Derry Construction Company, Inc., 527 State Route 217, Latrobe, PA 15650-3451. Facility Name: Delmont Asphalt Plant. This existing facility is located in Salem Township, 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), Unnamed Tributary to Beaver Run (HQ-CWF), is located in State Water Plan watershed 18-B 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 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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	XXX	30.0
Oil and Grease	XXX	XXX	XXX	XXX	XXX	5.0
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
Manganese, 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	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	30.0
Oil and Grease	XXX	XXX	XXX	XXX	XXX	5.0
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
Manganese, 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	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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	XXX	30.0
Oil and Grease	XXX	XXX	XXX	XXX	XXX	5.0
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
Manganese, 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	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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	XXX	30.0
Oil and Grease	XXX	XXX	XXX	XXX	XXX	5.0
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
Manganese, Total	XXX	XXX	XXX	XXX	Report	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.

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III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.

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 Southcentral Regional Office

 Applicant: PTV 1387, LLC

 Applicant Address: 400 Penn Center Blvd., Building 4, Suite 1000, Pittsburgh, PA 15235

 Application Number: PAD280025

 Application Type: New

 Municipality/County: Southampton Township, Franklin County

 Project Site Name: Shippensburg Dollar General

 Total Earth Disturbance Area (acres): 3.75 acres

 Surface Waters Receiving Stormwater Discharges: Middle Spring 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 Dollar General store and parking.

 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: MLH Holdings, LLC

 Applicant Address: 170 Butler Street, Kingston, PA 18704

 Application Number: PAD350056

 Application Type: New

 Municipality/County: Jefferson Township, Lackawanna County

 Project Site Name: Olde Grove Estates

 Total Earth Disturbance Area (acres): 31.50 acres

 Surface Waters Receiving Stormwater Discharges: UNT to West Branch Wallenpaupack Creek (HQ-CWF, MF) and EV Wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Continuation of construction on the Olde Grove Estates residential subdivision originally approved and partially constructed in 2006.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Southcentral Regional Office

 Applicant: HU-Pauls LLC, Glidepath Ventures, LLC, d/b/a Prospect 14

 Applicant Address: 40 East Montgomery Avenue, Ardmore, PA 19003

 Application Number: PAD310017

 Application Type: New

 Municipality/County: Porter Township, Huntingdon County

 Project Site Name: HU-Pauls LLC

 Total Earth Disturbance Area (acres): 170.51 acres

 Surface Waters Receiving Stormwater Discharges: Emma Creek (WWF, MF), UNTs to Emma Creek (WWF, MF), Robinson Run (WWF, MF), UNTs to Robinson Run (WWF, MF) and 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 photovoltaic solar farm.

 Special Conditions: Wetland Monitoring

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Northcentral Regional Office

 Applicant: Borough of State College

 Applicant Address: 243 S. Allen Street, State College, PA 16801

 Application Number: PAD140123

 Application Type: New

 Municipality/County: State College Borough, Centre County

 Project Site Name: Westerly & Easterly Parkway

 Total Earth Disturbance Area (acres): 3.36 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Slab Cabin Run (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: Construct a new shared use path along portions of Westerly & Easterly Parkway in the Borough of State College.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

 Regional Permit Coordination Office

 Applicant: Pennsylvania Turnpike Commission

 Applicant Address: 700 S Eisenhower Blvd, Middletown, PA 17057

 Application Number: PAD020036 A-9

 Application Type: Major Amendment

 Municipality/County: Dravosburg Township and West Mifflin Township, Allegheny County

 Project Site Name: Mon/Fayette Expressway PA Rt 51 to Duquesne, Section 53B1A

 Total Earth Disturbance Area (acres): 105 acres

 Surface Waters Receiving Stormwater Discharges: Multiple Tributaries to Monongahela River (WWF)

 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 53B1A Construction Section continues the construction of mainline SR 0043, 43S-SR 2043 Ramp and the SR 2043-43N Ramp where the 53A2 Construction Section terminated. Along SR 0043, the proposed mainline template consists of four 12` lanes, a 25` paved median divided by concrete barrier, and 10` paved outside shoulder. The ramp template consists of a single 12` lane and 10` paved outside shoulder. Included is the construction of the MF-411 bridge that spans over Curry Hollow Road and construction of MF-413D which connects to provide the partial interchange with SR 2045 (Pittsburgh-McKeesport Blvd) in Dravosburg Borough. The Mainline template terminates just east of the SR 2045 ramps. SR 2045 is realigned and widened to support the installation of the partial interchange intersection. Along SR 2045, the existing bridge which spans the Union Railroad is removed and replaced with the construction of MF-412. Intersection improvements are proposed for SR 2045 (Richland Ave) and 5th St.

 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: New View Corporation

 Applicant Address: 5351 Jaycee Avenue, Harrisburg, PA 17112

 Application Number: PAD670010 A-1

 Application Type: Major Amendment

 Municipality/County: Newberry and Fairview Townships, York County

 Project Site Name: New View Business Park

 Total Earth Disturbance Area (acres): 25.44 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Fishing Creek (TSF, MF) and UNT to Fishing Creek (TSF, 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: Commercial and wholesale buildings business park.

 Special Conditions: Endangered bats/time restriction on tree removal

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Southwest Regional Office

 Applicant: Greater Johnstown Water Authority

 Applicant Address: 640 Franklin Street, Johnstown, PA 15907

 Application Number: PAD560016

 Application Type: New

 Municipality/County: Conemaugh Township, Somerset County

 Project Site Name: North Fork Dam Rehabilitation

 Total Earth Disturbance Area (acres): 3.85 acres

 Surface Waters Receiving Stormwater Discharges: North Fork of Ben's 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: The proposed project at North Fork Dam will add a new spillway and make improvements to the existing structure approved under Dam Permit D-56-053. The overall project area is 15.56 acres of which 3.85 acres of the work area are included for review in this Individual NPDES Permit application.

 Special Conditions: 1. Earth disturbance may not commence until all authorizations necessary to complete construction have been obtained including, but not limited to Act 537 Sanitary Planning, Incidental Extraction or other Department Mining Permits, and DEP Waste Management material disposal approvals. 2. 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, Greater Johnstown Water Authority (Edward J Cernic Sr.) at 814-533-4300, United Lutheran Society Camp Laurel Wood (Paul M Payerchin Jr.) at 724-238-9505, and the Hidden Valley Girl Scout Camp (Talus Rock Girl Scout Council) at 814-536-5371. 3. 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.

 You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.

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