NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[54 Pa.B. 4483]
[Saturday, August 3, 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).

---

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
2217804	Joint DEP/PFBC Pesticides Permit	Renewal	PA Turnpike Comm 700 S Eisenhower Boulevard Middletown, PA 17057-5529	Londonderry Township Dauphin County	SCRO
2224807	Joint DEP/PFBC Pesticides Permit	Amendment	Thomas and Michelle Flowers 6045 Lyters Lane Harrisburg, PA 17111-4620	Lower Paxton Township Dauphin County	SCRO
3524803	Joint DEP/PFBC Pesticides Permit	New	Lackawanna County 1 Bald Mountain Road Scranton, PA 18504-9789	Scranton City Lackawanna County	NERO
4024808	Joint DEP/PFBC Pesticides Permit	New	Burry Paul 1725 Henry Drive Mountain Top, PA 18707-9020	Rice Township Luzerne County	NERO
6324801	Joint DEP/PFBC Pesticides Permit	New	Hammel Charles L, III 2217 Beallsville Road Marianna, PA 15345-1116	West Bethlehem Township Washington County	SWRO
3424201	Manure Storage and Wastewater Impoundments Individual WQM Permit	New	Hershey AG Services 138 Airport Road Marietta, PA 17547-9105	Fayette Township Juniata County	SCRO
6724203	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	New	Cycle Chemicals Inc. dba Acv Enviro 550 Industrial Drive Lewisberry, PA 17339-9534	Fairview Township York County	SCRO
NOEXSC427	No Exposure Certification	New	Utz Quality Foods Inc. 900 High Street Hanover, PA 17331-1639	Manheim Township Lancaster County	SCRO
PAG034089	PAG-03 NPDES General Permit for Industrial Stormwater	New	Royal Green LLC P.O. Box 9 Temple, PA 19560-0009	Ontelaunee Township Berks County	SCRO
PAG041368	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Osterrieder Gary 894 Old Ash Road Volant, PA 16156-6124	Plain Grove Township Lawrence County	NWRO
PAG041369	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Decaprio Anthony 3028 Frampton Road Hermitage, PA 16148-6204	Hermitage City Mercer County	NWRO
PAG041376	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Disque Peter 2230 US 62 Oil City, PA 16301-4118	Cranberry Township Venango County	NWRO
PAG041377	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Bryan Justin J 447 State Rte 18 New Wilmington, PA 16412	Wilmington Township Lawrence County	NWRO
PAG041378	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Bryan Larry 441 State Rte 18 New Wilmington, PA 16142	Wilmington Township Lawrence County	NWRO
PAG041379	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Root Bradley 172 Shenango Park Road Transfer, PA 16154-2148	Pymatuning Township Mercer County	NWRO
PAG041380	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Smith Keith W 612 North Street Ellwood City, PA 16117-1064	West Shenango Township Crawford County	NWRO
PAG041381	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Nicastro Gino 4600 Hogback Road Hermitage, PA 16148-6212	Hermitage City Mercer County	NWRO
PAG041382	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Guasta John 247 Lee Road Grove City, PA 16127-3105	Findley Township Mercer County	NWRO
PAG041383	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Alley Andrew 817 E Lake Road Transfer, PA 16154-2311	Pymatuning Township Mercer County	NWRO
PAG041389	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Shelby & William Knight 231 Peaceful Valley Road West Sunbury, PA 16061-1517	Washington Township Butler County	NWRO
PAG043994	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Parson Daniel G 647 Becker Road Tyrone, PA 16686	Antis Township Blair County	SCRO
PAG045304	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Horton Jacob 306 Homan Hill Road Towanda, PA 18848-9406	Sheshequin Township Bradford County	NCRO
PAG049486	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Celli Carly 9347 Mercer Pike Meadville, PA 16335-9279	Union Township Crawford County	NWRO
PAG123941	PAG-12 NPDES General Permit for CAFOs	Renewal	Martin Brian 30 Valley Drive Jonestown, PA 17038-8324	Swatara Township Lebanon County	SCRO
PAG123953	PAG-12 NPDES General Permit for CAFOs	New	Hogeland Farms Produce LLC 202 S Kalbach Road Newmanstown, PA 17073	Millcreek Township Lebanon County	SCRO
2224403	Pump Stations Individual WQM Permit	New	Susquehanna Township Authority Dauphin County 1900 Linglestown Road Harrisburg, PA 17110-3302	Susquehanna Township Dauphin County	SCRO
4082401	Pump Stations Individual WQM Permit	Amendment	Hazle Township Municipal Authority Luzerne County P.O. Box 502 Harleigh, PA 18225-0502	Hazle Township Luzerne County	NERO
1024409	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Vanfleet Mary Beth 1101 N Sheridan Avenue Pittsburgh, PA 15206-1755	Washington Township Butler County	NWRO

---

II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

---

 Northeast Regional Office

 PA0070092, Sewage, SIC Code 6515, John M & Van Daniel Yetter, Evergreen Village Cooperative Inc., Camp Hill, PA 17001. Facility Name: Evergreen Village MHP. This existing facility is located in Upper Mount Bethel Township, Northampton 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 Allegheny Creek (CWF, MF), is located in State Water Plan watershed 1-F 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 .049 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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .049 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.038	XXX	0.123
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000.0 Geo Mean	XXX	10,000.0
May 1 - Sep 30	XXX	XXX	XXX	200.0 Geo Mean	XXX	1,000.0
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	3.0	XXX	6
May 1 - Oct 31	XXX	XXX	XXX	1.0	XXX	2

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

 • Solids Management

 • Chlorine Minimization

 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

 PAI132254, MS4, Lower Milford Township, Lehigh County, 7607 Chestnut Hill Church Road, Coopersburg, PA 18036-3712.

 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 Lower Milford Township, Lehigh County. The receiving streams, Licking Creek (HQ-TSF, MF), Unnamed Tributary to Unami Creek (HQ-TSF, MF), Unnamed Tributary to Saucon Creek (CWF, MF), and Saucon Creek (CWF, MF), are located in State Water Plan watershed 2-C and 3-E and is classified for High Quality Waters—Trout Stocking, Cold Water Fishes, and Migratory 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 570-826-5472.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

 Northwest Regional Office

 PA0209741, Sewage, SIC Code 4952, 6515, Carlton DJVNW LLC, 8865 Norwin Avenue, Suite 27 PMB 319, North Huntingdon, PA 15642-2769. Facility Name: Route 322 MHP. This existing facility is located in French Creek Township, Mercer 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), Powdermill Run (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 .0175 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
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)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (CFU/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	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	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:

 • Part C 2—Chlorine Minimization

 • Part C 3—Dry Streams

 • Part C 111—Solids Management for Lagoon Systems

 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

 PA0221945, Sewage, SIC Code 6515, Michael C Ernst, 6761 Mercer Pike, Meadville, PA 16335-5667. Facility Name: Eagle Crest Manor MHP. This existing facility is located at 7064 Perry Highway, Meadville, PA 16335-5748 in Union Township, Crawford 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 Conneaut Outlet (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 .0175 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 Daily Min	XXX	9.0 Daily Max	XXX
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	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	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
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0222887, Sewage, SIC Code 5812, Cathedral Pines Inc., dba Gateway Lodge, P.O. Box 125, Cooksburg, PA 16217-0125. Facility Name: Gateway Lodge Restaurant. This existing facility is located at 14870 Route 36, Cooksburg, PA 16217 in Barnett Township, Jefferson 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 Clarion River (CWF), is located in State Water Plan watershed 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 .006 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 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	XXX	XXX	XXX	3.0	XXX	6.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0271624, Sewage, SIC Code 8800, Thomas Paluh, 881 Mercer Road, Greenville, PA 16125-8416. Facility Name: Thomas Paluh SRSTP. This existing facility is located in Delaware Township, Mercer County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP Sewage. This application also transfers ownership from Ezra Welton to Thomas Paluh.

 The receiving stream, an Unnamed Tributary to the Lawango Run (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.

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

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

 • Ultraviolet (UV) Disinfection

 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

 PA0024074, Sewage, SIC Code 4952, Shoemakersville Borough Municipal Authority, Berks County, 846 Main Street, Shoemakersville, PA 19555-1623. Facility Name: Shoemakersville Borough STP. This existing facility is located in Shoemakersville Borough, Berks County.

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

 The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-B and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.75 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	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 (DO)	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Color (Pt-Co Units)	XXX	XXX	XXX	200	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	156	250	XXX	25.0	40.0	50
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	187	281	XXX	30.0	45.0	60
Total Dissolved Solids	20,641	XXX	XXX	3,300.0	4,000.0 Daily Max	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
Ammonia-Nitrogen	93	XXX	XXX	14.8	XXX	30
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
PCBs Dry Weather (ng/L)	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
PCBs Wet Weather (ng/L)	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

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

 • proper handling, storage, transport, and disposal of solid waste and sludge

 • implementation of PCB Pollutant Minimization Plan and submittal to DEP of PCB annual reports

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0080209, Sewage, SIC Code 8361, Hoffman Homes, Inc., 815 Orphanage Road, Littlestown, PA 17340-9329. Facility Name: Hoffman Homes For Youth Inc. This existing facility is located in Mount Joy Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Lousy Run (WWF), is located in State Water Plan watershed 13-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 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 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.12	XXX	0.39
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Total Kjeldahl Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Nitrate-Nitrite as N	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	Report Daily Max	XXX	Report Daily Max	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

 PA0080314, Sewage, SIC Code 4952, Hampden Township, 209 S Sporting Hill Road, Mechanicsburg, PA 17050-3060. Facility Name: Hampden Township Roth Lane WWTP. This existing facility is located in Hampden Township, Cumberland County.

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

 The receiving stream(s), Sears Run (WWF), is located in State Water Plan watershed 7-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 5.69 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	711	1,044 Wkly Avg	XXX	15.0	22.0	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	1,423	2,135 Wkly Avg	XXX	30.0	45.0	81
Total Suspended Solids  Raw Sewage Influent	Report	Report	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	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
Ammonia-Nitrogen  Nov 1 - Apr 30	213	XXX	XXX	4.5	XXX	12
May 1 - Oct 31	71	XXX	XXX	1.5	XXX	4
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	70.7	XXX	XXX	2.0	XXX	5.4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Boron, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report	XXX	Report	Report Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	117,696 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)  Effluent Net	XXX	14,441 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report 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.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0083399, Sewage, SIC Code 7033, MHC Gettysburg Farm LP, 2 N Riverside Plaza, Suite 800, Chicago, IL 60606-2682. Facility Name: Gettysburg Farm Campground. This existing facility is located in Dover Township, York 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), Conewago Creek (WWF), is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	XXX	1.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	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
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
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	Report	XXX	XXX	Report	XXX	XXX
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

 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

 PA0087106, Sewage, SIC Code 8661, Freedom Valley Worship Center AOG Inc., 3185 York Road, Gettysburg, PA 17325-8259. Facility Name: Freedom Valley Worship Center. This existing facility is located in Straban Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Swift Run, is located in State Water Plan watershed 7-F and is classified for warm water fishes & 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 0.002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	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)	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	18.0	XXX	36.0
May 1 - Oct 31	XXX	XXX	XXX	6.0	XXX	12.0

 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

 PA0087548, Sewage, SIC Code 4952, Artillery Ridge Campground LLC, P.O. Box 544, Glenmoore, PA 19343-0544. Facility Name: Artillery Ridge Camping Resort. This existing facility is located in Cumberland Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Rock Creek (WWF), is located in State Water Plan watershed 13-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.05
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
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD.—Limits.

	Effluent Limitations
	Mass Units (lbs)(1)		Concentrations (mg/L)
Parameter	Monthly	Annual	Monthly	Annual Average	Maximum	Instant. Maximum
Ammonia—N	XXX	Report	XXX	Report	XXX	XXX
Kjeldahl—N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	486.0	XXX	Report	XXX	XXX
Total Phosphorus	XXX	46.0	XXX	Report	XXX	XXX

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

 • Solids management for non-lagoon system, Chlorine minimization, Notification of designation of responsible operator

 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

 PA0088617, Sewage, SIC Code 4952, Bratton Township, Mifflin County, 133 Mountain Lane, McVeytown, PA 17051-8429. Facility Name: Bratton Township STP. This existing facility is located in Bratton Township, Mifflin 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), Carlisle Run (HQ-CWF), is located in State Water Plan watershed 12-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.

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

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

 • N/A

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0111601, Sewage, SIC Code 8661, Christian Retreat Center, 369 Crc Drive, East Waterford, PA 17021-9981. Facility Name: Christian Retreat Center. This existing facility is located in Lack Township, Juniata County.

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

 The receiving stream(s), Tuscarora Creek (CWF), is located in State Water Plan watershed 12-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 .016 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 .016 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	5.0 Inst 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
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	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
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
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	Report	XXX	XXX
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0248231, Sewage, SIC Code 8661, Otterbein United Meth Church Duncannon, 327 Newport Road, Duncannon, PA 17020-9669. Facility Name: Otterbein United Meth Church Development. This existing facility is located in Penn Township, Perry 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), Unnamed Tributary of Little Juniata Creek (CWF, MF), is located in State Water Plan watershed 7-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 .002 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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6

 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

 PA0294390, Sewage, SIC Code 6519, Stellar Homes LLC, P.O. Box 553, Oley, PA 19547-0553. Facility Name: Savory 2693 W Philadelphia Ave. This proposed facility is located in Oley Township, Berks County.

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

 The receiving stream(s), Oysterville Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-D and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	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 Geo Mean	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0

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

 • Routine cleaning of ultraviolet light contact surface

 • Handling and disposal of solids and sludges in accordance with regulations

 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

 PA0044059, Industrial, SIC Code 0921, Pennsylvania Fish and Boat Commission, Benner Spring Fish Research Station, State College, PA 16801. Facility Name: Reynoldsdale Fish Culture Station. This existing facility is located in East Saint Clair Township, Bedford County.

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

 The receiving stream(s), Unnamed Tributary to Dunning Creek (WWF, MF), is located in State Water Plan watershed 11-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 4.7304 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)  Nov 1 - Apr 30	213	427	XXX	16.0	32.0	40
May 1 - Oct 31	106	213	XXX	8.0	16.0	20
Total Suspended Solids	133	266	XXX	10.0	20.0	25
Ammonia-Nitrogen  Nov 1 - Apr 30	80	160	XXX	6.0	12.0	15
May 1 - Oct 31	26	53	XXX	2.0	4.0	5
Formaldehyde	9.43	14.7	XXX	0.71	1.1	1.77

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.7304 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Nitrate-Nitrite as N	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0011681, Industrial, SIC Code 4932, PECO Energy Co., 300 Front Street, W Conshohocken, PA 19428-2723. Facility Name: PECO W Conshohocken Gas Plant. This existing facility is located in West Conshohocken Borough, Montgomery 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), Schuylkill River (WWF, MF) and Gulph Creek (WWF, MF), is located in State Water Plan watershed 3-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	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
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Residual Oxidants	XXX	XXX	XXX	0.2 Semi Avg	XXX	0.5
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Conductivity (µmhos/cm)	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .044 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
Total Residual Oxidants	XXX	XXX	XXX	0.2	XXX	0.5
Conductivity (µmhos/cm)  Apr 1 - Oct 31	XXX	XXX	XXX	Report	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Dissolved Solids  Apr 1 - Oct 31	XXX	XXX	XXX	Report	XXX	XXX

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

 I. Other Requirements

 A. Property Rights

 B. Sludge disposal

 C. WQM permit

 D. BAT/BCT

 II. Chemical Additives

 A. Approved Chemical Additives List

 B. New Chemical Additives, Not on Approved Chemical Additives List

 III. Requirements Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0244171, Industrial, SIC Code 4952, Lower Merion Township, 75 E Lancaster Avenue, Ardmore, PA 19003-2323. Facility Name: Glanraffan Creek Passive TMDL Remediation Site. This existing facility is located in Lower Merion Township, Montgomery 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), Glanraffan Creek, is located in State Water Plan watershed 3-F and is classified for aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .12 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35	XXX	90
Acidity, Total (as CaCO3)*	XXX	XXX	XXX	Report	XXX	Report
Alkalinity, Total (as CaCO3)*	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	1.5	XXX	3.7
Manganese, Total	XXX	XXX	XXX	2.0	XXX	5.0
* Alkalinity greater than Acidity at all times

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

 • Collected screens and other solids should be handled and disposed of properly

 • Permittee acquiring all necessary property rights

 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.

 Southwest Regional Office

 PA0285340, Sewage, SIC Code 8800, Koon Meredith L, 2921 Knowlson Avenue, Pittsburgh, PA 15226-2029. Facility Name: Koon Properties SRSTP. This proposed facility is located in Independence Township, Beaver 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), Service Creek (WWF), is located in State Water Plan watershed 20-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 .0005 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 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0026417, Sewage, SIC Code 4952, Municipality of Penn Hills, 12245 Frankstown Road, Pittsburgh, PA 15235-3494. Facility Name: Plum Creek STP. This existing facility is located in Penn Hills Township, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary of Plum Creek (WWF), is located in State Water Plan watershed 18-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 3.9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	813.6	1,220.5	XXX	25.0	37.5	50
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	976.4	1,464.5	XXX	30.0	45.0	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
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
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

 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

 PA0285196, Sewage, SIC Code 8800, Elliott William, 4923 Sardis Road, Murrysville, PA 15668-9445. Facility Name: William Elliott Properties SRSTP. This proposed facility is located in Murrysville Borough, Westmoreland County.

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

 The receiving stream(s), Unnamed Tributary to Haymakers Run (HQ-CWF), is located in State Water Plan watershed 19-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	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 Geo Mean	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10.0

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

 • Ultraviolet (UV) Disinfection

 The UV disinfection contact surface must be cleaned at least monthly to ensure adequate disinfection. The AMR must include the date(s) that the UV contact surface is cleaned.

 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

 PA0021971, Industrial, SIC Code 4941, East Dunkard Water Authority, P.O. Box 241, Dilliner, PA 15327-0241. Facility Name: East Dunkard Water Authority Treatment Plant. This existing facility is located in Dunkard Township, Greene 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), Monongahela River (WWF), is located in State Water Plan watershed 19-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 discharge flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PAS216105, Storm Water, SIC Code 5032, Heidelberg Materials US Cement LLC, 7660 Imperial Way, Allentown, PA 18195-1016. Facility Name: Aliquippa Terminal. This existing facility is located in Aliquippa City, Beaver 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), Ohio River (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 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, 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.

---

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

---

 Northeast Regional Office

 Applicant: Frank Koskovich

 Applicant Address: 655 Clifton Beach Road, Clifton Beach Township, PA 18424-7721

 Application Number: PAD640050

 Application Type: New

 Municipality/County: Sterling Township, Wayne County

 Project Site Name: Koskovich Fill Site

 Total Earth Disturbance Area (acres): 5.19 acres

 Surface Waters Receiving Stormwater Discharges: UNT to 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: The project involves the placement of fill associated with the I-84 construction with 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.

 Northcentral Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517

 Application Number: PAD 530017

 Application Type: New

 Municipality/County: Eulalia Township, Hebron Township, Potter County

 Project Site Name: Dingman Run Road, Gas Main Replacement

 Total Earth Disturbance Area (acres): 2.37 acres

 Surface Waters Receiving Stormwater Discharges: Dingman Run

 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: Install approximately 3,825 LF of 8-inch and 515 LF of 2-inch HDPE gas main and associated gas service lines via HDD and direct burial to replace a section of existing gas main.

 Special Conditions: N/A

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

 Northcentral Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517

 Application Number: PAD 530018

 Application Type: New

 Municipality/County: Hebron Township, Potter County

 Project Site Name: Whitney Creek Road, Gas Main Replacement

 Total Earth Disturbance Area (acres): 1.80 acres

 Surface Waters Receiving Stormwater Discharges: Whitney Creek

 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: Install approximately 14,580 LF of 4-inch and 1,455 LF of 2-inch HDPE gas main and associated gas service lines via HDD and direct bury to replace sections of bare steel, coated steel, HDPE, and MDPE gas mains.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: KHAC Enterprise, LLC

 Applicant Address: 9 Eldon Lane, Carlisle, PA 17013

 Application Number: PAD210111

 Application Type: New

 Municipality/County: South Middleton Township, Cumberland County

 Project Site Name: Carlisle Farmer's Market

 Total Earth Disturbance Area (acres): 4.21 ares

 Surface Waters Receiving Stormwater Discharges: Letort Spring Run (HQ-CWF, MF)

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

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

 Project Description: Subdivision with the construction of the extension of Pine Street to intersect with York Road.

 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: 457 Niagara Drive, LLC

 Applicant Address: 821 199th Street, College Point, NY 11356

 Application Number: PAD640039

 Application Type: New

 Municipality/County: Mount Pleasant Township, Wayne County

 Project Site Name: The Carpathian Village

 Total Earth Disturbance Area (acres): 14.99 acres

 Surface Waters Receiving Stormwater Discharges: UNTs to West Branch Dyberry 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: The project involves the construction of an 18-lot residential subdivision with associated utilities, access drives, and stormwater management facilities.

 Special Conditions: Riparian Buffer Implementation Requirements. 1. The permittee shall maintain an existing riparian buffer or riparian forest buffer, convert a riparian buffer to a riparian forest buffer or establish a new riparian buffer or riparian forest buffer (either on the project site or at a separate off-site location within the same drainage list as the project site) in accordance with Riparian Buffer Module 4 (3800-PM-BCW0406d) and the approved PCSM Plan to satisfy riparian buffer requirements of 25 Pa. Code § 102.14 or Section 402(c) of Pennsylvania's Clean Streams Law. 2. An existing, converted or newly established riparian forest buffer must meet the requirements set forth in 25 Pa. Code § 102.14(b). 3. The permittee shall comply with the mandatory requirements for all riparian buffers at 25 Pa. Code § 102.14(c). 4. The permittee shall provide for permanent protection of riparian buffers in accordance with 25 Pa. Code § 102.14(g). 5. The permittee shall submit DEP Form ID 3000-FM-OWP0100, PA Stream Buffer Tracking form, or equivalent, to DEP/CCD within one year of establishment or protection of the riparian buffer.

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

 Regional Permit Coordination Office

 Applicant: Roeco, LLC/CBD Project Management, LLC

 Applicant Address: 75 Eisenhower Parkway, Suite 180, Roseland, NJ 07068

 Application Number: PAD150316

 Application Type: New

 Municipality/County: Tredyffrin Township, Chester County

 Project Site Name: Life Time Living

 Total Earth Disturbance Area (acres): 10.51 acres

 Surface Waters Receiving Stormwater Discharges: tributary to Trout Creek (WWF, MF)

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

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

 Project Description: An Individual NPDES Permit was issued in 2016 which included stormwater facilities were designed and constructed to support the whole development with all necessary permits and authorizations. Roeco, LLC/CBD Project Management is proposing to develop the eastern part of the stie with a 5-story apartment building containing 197 units, a parking garage, amenity space, driveways, utilities, landscaping and any remaining stormwater management facilities.

 Special Conditions: Sinkholes. The permittee shall notify DEP/CCD immediately by phone if a sinkhole(s) develops on the project site. Within five days following the notification, the permittee shall submit a plan drawing showing the location of the sinkhole(s), photographs, the method of repair, and how E&S and/or PCSM BMPs will be modified as a result, if applicable. Utilization of Subsurface Injection Wells as PCSM BMP.

 1. Construction of Injection Wells.

 a. Water Quality Management (WQM) permit pursuant to 25 Pa. Code § 91.51(a) may be required. Please contact the DEP Bureau of Clean Water in the Southeast Regional Office to determine if a permit is required. If required, the WQM permit application is to be filed with DEP's Bureau of Clean Water, and a courtesy copy should be submitted to Regional Permit Coordination Office. The WQM permit application, accompanying report and supporting documentation is to be completed by the Licensed Professional Engineer and/or Licensed Professional Geologist.

 b. If any changes to the PCSM Plan are needed for consistency as a result of the WQM permit application, including but not limited to sampling stormwater runoff from the building's roof, the permittee shall submit an application to amend this permit to include such changes within 30 days of such changes being made or of receiving a request to make such changes from DEP.

 c. If the WQM permit for this project contains requirements which conflict with requirements identified in the E&S, PCSM, or PPC Plans associated with this permit, the more stringent requirements apply.

 d. The permittee shall provide DEP's Regional Waterways & Wetlands Program, DEP's Regional Clean Water Program and the CCD with five (5) business day advance notice immediately preceding the date when a gravity stormwater injection well will be constructed and tested. This notification shall identify the licensed professional who will be on-site and responsible during the construction and testing of the gravity stormwater injection well. Notification shall be by email, letter, or phone.

 e. Within 30 days of the completion of construction and testing of all gravity stormwater injection wells, the permittee shall submit a report to DEP's Regional Waterways & Wetlands and Clean Water Programs and the authorized conservation district; which includes the following and which shall be provided under the seal and signature of a Professional Geologist, licensed to practice in the Commonwealth:

 (1) A narrative describing the gravity stormwater injection well siting and sizing process.

 (2) Identification of the gravity stormwater injection wells; including specific identification number, which system the well is in, and the physical location.

 (3) The well logs showing the strata, construction details of each of the gravity stormwater injection wells, and the elevation of the soil/bedrock interface.

 (4) The acceptance rate of each of the gravity stormwater injection wells and the actual data, charts, and curves used to determine each gravity stormwater injection well's acceptance rate.

 (5) Calculations confirming that the system will accept the volume of stormwater within the allotted time period as identified in the permit application materials.

 (6) Whether or not the gravity stormwater injection well will be utilized.

 (7) The remaining amount of capacity, if any, which is required to be obtained by the system for full functionality of the proposed gravity stormwater injection well design.

 (8) Identification of site and weather conditions during installation and testing of the wells.

 (9) Any relevant observations/decisions made by the Licensed Professional who was on-site and responsible during the construction and testing.

 (10) The location and label of each Well drilled but not used and abandoned.

 (11) A narrative or log showing abandonment details for each well not used as part of the system.

 (12) A plot plan showing the label and location of all gravity stormwater injection wells, and wells not used and abandoned.

 2. Groundwater Response Monitoring. To assure the gravity stormwater injection well PCSM BMP practice functions as intended, groundwater monitoring, reporting, analyses, and corrective action will be required as follows:

 a. The permittee or co-permittee(s) shall implement the ____ Groundwater Monitoring Program, dated ____ , as prepared by ____ , except as modified in this permit condition.

 b. Groundwater piezometers shall be installed adjacent to all gravity stormwater injection wells. Groundwater monitoring shall commence prior to the use of the stormwater injection wells.

 c. The permittee or co-permittee(s) shall submit a Groundwater Monitoring Report within six (6) months of installation of the first gravity stormwater injection well and then annually thereafter. The report shall be signed and sealed by a Professional Geologist, licensed to practice in the Commonwealth, and contain the following elements:

 (1) Tabulated water elevation and temperature data from the piezometer data logging equipment.

 (2) Summary of observed responses to recharge events, including groundwater flow and epikarst water elevation variations.

 (3) Evaluation of the epikarst capacity to accept the recharge from the storm events observed during the monitoring period.

 (4) Proposed corrective action plan for any locations where recharge capacity has not met design standards or has diminished.

 d. Should DEP determine that a gravity stormwater injection well has not met design standards or is diminished; a corrective action plan must be submitted to DEP within 30 days of written notification and implemented by the deadline specified by DEP.

 3. Groundwater Quality Monitoring. To assure groundwater quality is being maintained and not degraded as a result of the stormwater recharge through the gravity stormwater injection well PCSM BMP, groundwater quality monitoring, reporting, analyses, and corrective action will be required as follows:

 a. The permittee or co-permittee(s) shall implement the ____ Groundwater Monitoring Program dated ____ , as prepared by ____ , except as modified in this permit condition.

 b. At least four (4) property perimeter piezometers and four (4) representative piezometers located within the interior of the site shall be installed prior to installation of the gravity stormwater injection wells. DEP must approve the location of the piezometers.

 c. To establish baseline groundwater quality, the permittee shall sample all piezometers and analyze for the following parameters: pH, total dissolved solids, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, zinc, total suspended solids, total phosphorus, nitrate-nitrogen, nitrite-nitrogen, iron, nickel, manganese, cyanide, calcium, magnesium, potassium, aluminum, sodium, sulfate, alkalinity, chlorides, benzene, total petroleum hydrocarbons, and fecal coliform. At least two (2) baseline samples shall be collected and analyzed prior to the use of the gravity stormwater injection wells. The data from the two (2) baseline samples must be kept for the life of system.

 d. To establish current groundwater quality, the permittee shall sample all identified representative upgradient and downgradient perimeter piezometers and analyze for the following parameters: pH, total dissolved solids, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, zinc, total suspended solids, total phosphorus, nitrate-nitrogen, nitrite-nitrogen, iron, nickel, manganese, cyanide, calcium, magnesium, potassium, aluminum, sodium, sulfate, alkalinity, chlorides, benzene, total petroleum hydrocarbons, and fecal coliform. The frequency of sampling and analysis shall be quarterly from start of construction through the approval of the NOT, semiannually for three years after the approval of the NOT, and annually thereafter. For the parameters: iron, nickel, manganese, cyanide, calcium, magnesium, potassium, aluminum, sodium, sulfate, alkalinity, chlorides, benzene, and total petroleum hydrocarbons, the frequency of sampling and reporting shall be annual.

 e. The permittee or co-permittee(s) shall submit a Groundwater Quality Monitoring Report within six (6) months of installation of the first gravity stormwater injection well and then annually thereafter. The report shall be signed and sealed by a Professional Geologist, licensed to practice in the Commonwealth, and contain the following elements:

 (1) Site map with perimeter piezometer locations, groundwater elevations, and groundwater flow directions shown.

 (2) Identification and justification of the identified representative upgradient and downgradient perimeter piezometers to be sampled that will provide representative water quality information of groundwater flowing onto the site and flowing off of the site.

 (3) Tabularized and graphical summary of groundwater sampling results, including the baseline results. Each report shall include the cumulative results from all sampling.

 (4) An evaluation of the data including trend analysis with a determination of changes and impacts to the groundwater quality resulting from the stormwater recharge, including a determination of whether an adverse impact is projected or existing.

 (5) Proposed corrective action plan to address any projected or existing adverse impact.

 f. Should DEP determine an adverse impact to groundwater exists or is projected to exist, a corrective action plan must be submitted within 30 days of DEP's written notification and implemented by the deadline specified by DEP.

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

 Southwest Regional Office

 Applicant: Jackson Twp

 Applicant Address: Chickaree Hill Road, Johnstown, PA 15909

 Application Number: PAD110021

 Application Type: New

 Municipality/County: Jackson Township, Cambria County

 Project Site Name: Jackson Township Business Park

 Total Earth Disturbance Area (acres): 5.97 acres

 Surface Waters Receiving Stormwater Discharges: Shuman Run (CWF) and UNT to Laurel 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: This project will include development of a business park including an access road with cul-de-sac.

 Special Conditions: 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.

 Southwest Regional Office

 Applicant: Primary Care Health Services, Inc.

 Applicant Address: 7227 Hamilton Avenue, Pittsburgh, PA 15208

 Application Number: PAD020085

 Application Type: New

 Municipality/County: City of Pittsburgh, Allegheny County

 Project Site Name: PAD020085

 Total Earth Disturbance Area (acres): 2.00 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Allegheny 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: Primary Care Health Services Inc. proposes to construct a new 3-story building at 7227 Hamilton Avenue, Pittsburgh, PA 15208 to replace the existing Alma Medical Center on the site with a new parking lot, grading, and stormwater facilities. The stormwater management BMPs proposed are a sequence of rain gardens (bio-retention facilities) with an impermeable liner separating them from the existing soils.

 Special Conditions: 1. Earth disturbance may not commence until all Act 537 authorizations have been obtained. 2. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 remediation plan or site characterization provided with this application dated 04/02/2024 are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). a. If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified and measures implemented to contain potential pollution sources immediately upon discovery. b. Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance.

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

 Southwest Regional Office

 Applicant: US Gypsum

 Applicant Address: 1 Woodlawn Road, Aliquippa, PA 15001

 Application Number: PAD040115

 Application Type: New

 Municipality/County: City of Aliquippa, Beaver County

 Project Site Name: Gypsum Storage Shed Expansion

 Total Earth Disturbance Area (acres): 4.3 acres

 Surface Waters Receiving Stormwater Discharges: UNT Ohio 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: Expansion of existing synthetic gypsum storage facility that supports an existing on-site gypsum wall board manufacturing facility.

 Special Conditions: 1. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 remediation plan or site characterization provided with this application are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). a. If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified and measures implemented to contain potential pollution sources immediately upon discovery. b. Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance. 2. Groundwater shall not be extracted from the site unless otherwise approved by the Department's Environmental Cleanup Section. Prior to any pumping and discharging of encountered groundwater on-site, the groundwater shall be tested against the Chapter 250 MSC limits and coordinated with the Department's Clean Water Section for any discharge which will enter a receiving resource.

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

 Southwest Regional Office

 Applicant: Buckeye Terminal, LLC

 Applicant Address: 993 Broadhead Road, Suite 100, Coraopolis, PA 15108

 Application Number: PAD020087

 Application Type: New

 Municipality/County: Moon Township, Allegheny County

 Project Site Name: Buckeye Pittsburgh Terminal Secondary Containment Project

 Total Earth Disturbance Area (acres): 4.49 acres

 Surface Waters Receiving Stormwater Discharges: Ohio River—Warm Water Fishes (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 purpose of the Project is to install a Geosynthetic Clay Liner (GCL) within the secondary tank containment at the Buckeye Pittsburgh Terminal to reduce the permeability of the containment area. The secondary containment consists of a berm that surrounds Tanks 1, 2, 3, 5, 6 and slopes towards a grated catch basin from which stormwater runoff is conveyed through an existing 8" PVC drainage pipe that drains to an existing permitted outfall to the Ohio River. The project will include replacing the existing catch basin with a new one and upgrading a new section of storm sewer that will discharge to said outfall. The upgrade to the containment will include adjustment of the berm height to assure the required containment volume is obtained. The site will then be restored to its preconstruction layout. The project will result in approximately 4.49 acres of disturbance.

 Special Conditions: 1. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 remediation plan or site characterization provided with this application are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified and measures implemented to contain potential pollution sources immediately upon discovery. Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance. 2. Groundwater shall not be extracted from the site unless otherwise approved by the Department's Environmental Cleanup Section. Prior to any pumping and discharging of encountered groundwater on-site, the groundwater shall be tested against the Chapter 250 MSC limits and coordinated with the Department's Clean Water Section for any discharge which will enter a receiving resource. 3. Prior to the beginning of work, all public water supplies or other water-related activities located downstream that may be affected by turbidity increases or other water quality changes caused by said work shall be sufficiently notified in advance to allow for preparation of any water quality changes. These include, at a minimum, Sewickley Borough Water Authority (Mark Brooks) at 412-741-9180 and Moon Township Municipal Authority (John F. Riley) at 412-264-4300

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

 Regional Permit Coordination Office

 Applicant: Village of Olde Hickory

 Applicant Address: 600 Olde Hickory Road, Suite 100, Lancaster, PA 17601

 Application Number: PAD360113

 Application Type: New

 Municipality/County: Manheim Township, Lancaster County

 Project Site Name: Village of Olde Hickory

 Total Earth Disturbance Area (acres): 55.97 acres

 Surface Waters Receiving Stormwater Discharges: Landis Run (WWF, MF)

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

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

 Project Description: Village of Olde Hickory, LP is proposing the demolition of 32 apartment buildings and associated infrastructure and the construction of 11 apartment buildings, 150 townhomes, and 29 carriage homes along with associated roadways, parking, utilities and stormwater management facilities.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

 Southwest Regional Office

 Applicant: Johnstown Redevelopment Authority

 Applicant Address: 416 Main Street, Suite 200, Johnstown, PA 15901

 Application Number: PAD11017

 Application Type: New

 Municipality/County: City of Johnstown, Cambria County

 Project Site Name: Johnstown Urban Industrial Park

 Total Earth Disturbance Area (acres): 8.7 acres

 Surface Waters Receiving Stormwater Discharges: Hinckston Run (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: Johnstown Redevelopment Authority (JRA) is pursuing local development through implementation of the Johnstown Urban Industrial Park Connector Road. The proposed project will construct 0.2-mile of roadway in order to access the Johnstown Urban Industrial Park Site from Iron Street. New roadway construction will increase impervious area; therefore, the installation of a series of infiltration trenches will control the additional stormwater expected in post-construction conditions.

 Special Conditions: 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. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 remediation plan or site characterization provided with this application are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified, and measures implemented to contain potential pollution sources immediately upon discovery. Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance.

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

[Continued on next Web Page]

---

No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.

---