NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 1827]
[Saturday, April 6, 2024]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN
WATER ACT

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

Section	Category
I	Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received
II	Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs
III	Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity

 Section I identifies the following applications and NOIs that have been received by DEP:

 • Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.

 • General Chapter 92a NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.

 • All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits, excluding PAG-01 and PAG-02, are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.

 Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Section II identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of DEP for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).

 Section III identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A 30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Applications, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.

 DEP office contact information to review applications and NOIs and to submit comments for those applications, when applicable, is as follows:

 DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484-250-5910. Email: RA-EPNPDES_SERO@pa.gov for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.

 DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570-826-5472. Email: RA-EPNPDES_NERO@pa.gov for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.

 DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717-705-4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.

 DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570-327-3693. Email: RA-EPNPDES_NCRO@pa.gov for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.

 DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-787-5017. Email: RA-EPNPDES_Permits@pa.gov.

 DEP Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@pa.gov.

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.

 Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).

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

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
PAD390100	Chapter 102 Individual NPDES Permit	Transfer	Madison Village Management LLC P.O. Box 86 Bath, PA 18014-0086	Lynn Township Lehigh County	NERO
1513824	Joint DEP/PFBC Pesticides Permit	Renewal	Robert Fry 326 Lucas Road Phoenixville, PA 19460	East Vincent Township Chester County	SERO
1513857	Joint DEP/PFBC Pesticides Permit	Renewal	Griffiths Robert E 9 Rapps Run Drive Malvern, PA 19355-9663	Charlestown Township Chester County	SERO
1513868	Joint DEP/PFBC Pesticides Permit	Renewal	Daylesford Lakes 183 Daylesford Lakes Berwyn, PA 19321	Tredyffrin Township Chester County	SERO
1513914	Joint DEP/PFBC Pesticides Permit	Renewal	Willistown Knoll HOA P.O. Box 1119 Chadds Ford, PA 19317-0658	Willistown Township Chester County	SERO
3819805	Joint DEP/PFBC Pesticides Permit	Amendment	MHC TT LP 493 S Mount Pleasant Road Lebanon, PA 17042-4870	South Annville Township Lebanon County	SCRO
4623810	Joint DEP/PFBC Pesticides Permit	Amendment	Starfield Comm Association c/o Continental Properties Management 975 Easton Road Suite 102 Warrington, PA 18976-1858	Upper Providence Township Montgomery County	SERO
4824801	Joint DEP/PFBC Pesticides Permit	New	Roseto Rod & Gun Club PA 30 Shooktown Road Bangor, PA 18013-9391	Washington Township Northampton County	NERO
1501417	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Nantmeal Warwick Sewer Co. Inc. 26 E Main Street Elverson, PA 19520	Warwick Township Chester County	SERO
1587447	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Ponds of Woodward HOA 801 Burrows Run Road Chadds Ford, PA 19317-9238	Kennett Township Chester County	SERO
0183401	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Littlestown Borough Authority 41 South Columbus Avenue Littlestown, PA 17340-1612	Littlestown Borough Adams County	SCRO
0474418	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	PA American Water Co. 203 Sycamore Street Punxsutawney, PA 15767-1357	Koppel Borough Beaver County	SWRO
1524403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	New	Martins Comm LLC 25 Randy Lane Cochranville, PA 19330-1647	West Nottingham Township Chester County	SERO
4017404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Aqua PA Wastewater Inc. 762 W Lancaster Avenue Bryn Mawr, PA 19010-3489	White Haven Borough Luzerne County	NERO
NNOEXNC34	No Exposure Certification	Transfer	Westlake Royal Bldg Products LLC 112 Industrial Parkway Elkland, PA 16920-1457	Elkland Borough Tioga County	NCRO
NNOEXNC61	No Exposure Certification	Renewal	Supelco Inc. 595 N Harrison Road Bellefonte, PA 16823-6217	Spring Township Centre County	NCRO
NNOEXSC34	No Exposure Certification	Renewal	ITT Ind Inc. 33 Centerville Road Lancaster, PA 17603-4004	East Hempfield Township Lancaster County	SCRO
NOEXNW082	No Exposure Certification	Renewal	Essentra Plastics LLC dba Essentra Components 3123 Station Road Erie, PA 16510-6501	Wesleyville Borough Erie County	NWRO
NOEXNW193	No Exposure Certification	Renewal	Wickmac Inc. 1399 County Line Road New Castle, PA 16101-2955	Hickory Township Lawrence County	NWRO
NOEXSE320	No Exposure Certification	Renewal	Crown Cork & Seal Co. Inc. 770 Township Line Road Yardley, PA 19067	Ambler Borough Montgomery County	SERO
PAG032423	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Harford Stone Co. 1060 Bartholomew Road Kingsley, PA 18826-7773	Harford Township Susquehanna County	NERO
PAG034083	PAG-03 NPDES General Permit for Industrial Stormwater	New	White Oak Mills Inc. 419 W High Street Elizabethtown, PA 17022-2143	Elizabethtown Borough Lancaster County	SCRO
PAG036444	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Mccutcheon Enterprises Inc. 250 Park Road Apollo, PA 15613-8730	Allegheny Township Westmoreland County	SWRO
PAG038519	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	TSK Partners Inc. 1533 E 12th Street Erie, PA 16511-1747	Erie City Erie County	NWRO
PAG041303	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Mason Christine 1491 Bimber Run Road Tidioute, PA 16351-5331	Limestone Township Warren County	NWRO
PAG041304	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	McLusky James 718 Greenfield Road Mercer, PA 16137	Lackawannock Township Mercer County	NWRO
PAG041305	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Gebauer Tonya 338 Oil Valley Road Duke Center, PA 16729-9754	Otto Township McKean County	NWRO
PAG041306	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Kenneth & Joan Larsen 1220 Howard Road Russell, PA 16345-6026	Pine Grove Township Warren County	NWRO
PAG041307	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Passinger Mitchell 3390 Egypt Hollow Road Russell, PA 16345-4528	Pine Grove Township Warren County	NWRO
PAG041308	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Melinda & Timothy Davison 28231 Route 66 Lucinda, PA 16235-2825	Knox Township Clarion County	NWRO
PAG041309	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	McCullough Paul D 20 Schultz Lane Sharpsville, PA 16150	Jefferson Township Mercer County	NWRO
PAG041310	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Boyer Shawn 53 Valley View Drive New Wilmington, PA 16142	Pulaski Township Lawrence County	NWRO
PAG041313	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Asay Jennarose 17270 Townhouse Road Saegertown, PA 16433-3852	Hayfield Township Crawford County	NWRO
PAG043987	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Susquehanna Resources 307 Leaders Heights Road York, PA 17402-5024	Hellam Township York County	SCRO
PAG046479	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Crawford George 125 Graham Avenue Washington, PA 15301-9079	South Franklin Township Washington County	SWRO
PAG046480	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Wolverine Properties LLC 5877 Commerce Street Suite 001 Pittsburgh, PA 15206-3835	Indiana Township Allegheny County	SWRO
PAG123856	PAG-12 NPDES General Permit for CAFOs	Renewal	Round Hill Poultry 6108 Carlisle Pike East Berlin, PA 17316-9583	Reading Township Adams County	SCRO
PAG123936	PAG-12 NPDES General Permit for CAFOs	Renewal	Brubaker Kevin 7117 Bernville Road Bernville, PA 19506-8637	Jefferson Township Berks County	SCRO
PAG123947	PAG-12 NPDES General Permit for CAFOs	New	Cedar Pine Farms LLC 1015 Heritage Avenue Shippensburg, PA 17257-9267	Todd Township Fulton County	SCRO
4395411	Pump Stations Individual WQM Permit	Amendment	Pine Twp Mercer County 545 Barkeyville Road Grove City, PA 16127-4701	Pine Township Mercer County	NWRO
0273428	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
3298	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
0461S29	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
0463S33	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
4757	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
1018403	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Alex & Jessie Borst 198 McBride Road Slippery Rock, PA 16057-4926	Brady Township Butler County	NWRO
5610406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Sines Lori L 1300 Buckstown Road Stoystown, PA 15563-8811	Stonycreek Township Somerset County	SWRO
WQG01022401	WQG-01 WQM General Permit	New	Wolverine Properties LLC 5877 Commerce Street Suite 001 Pittsburgh, PA 15206-3835	Indiana Township Allegheny County	SWRO
WQG01202404	WQG-01 WQM General Permit	New	Asay Jennarose 17270 Townhouse Road Saegertown, PA 16433-3852	Hayfield Township Crawford County	NWRO
WQG01252401	WQG-01 WQM General Permit	New	Orelski Darrell 10850 Wattsburg Road Erie, PA 16509-7404	Venango Township Erie County	NWRO
WQG01632401	WQG-01 WQM General Permit	New	Crawford George 125 Graham Avenue Washington, PA 15301-9079	South Franklin Township Washington County	SWRO
WQG02024302	WQG-02 WQM General Permit	New	Cumberland Township Authority Adams County 1370 Fairfield Road Gettysburg, PA 17325-7267	Cumberland Township Adams County	SCRO
WQG02432401	WQG-02 WQM General Permit	New	Hermitage Municipal Authority Mercer County 800 North Hermitage Road Hermitage, PA 16148	Hermitage City Mercer County	NWRO

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

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 Northeast Regional Office

 PA0064157, Sewage, SIC Code 4952, New Ringgold Borough, P.O. Box 188, New Ringgold, PA 17960-0188. Facility Name: New Ringgold Borough WWTP. This existing facility is located in New Ringgold Borough, Schuylkill 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, Little Schuylkill River (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.04 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	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 0.04 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	8.0	13.0	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	10.0	15.0	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	Report
May 1 - Oct 31	8.0	XXX	XXX	25.0	XXX	50.0

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

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276821, Storm Water, SIC Code 4213, Old Dominion Freight Line Inc., 500 Old Dominion Way, Thomasville, NC 27360-8923. Facility Name: Old Dominion Freight Line—Tvp. This proposed facility is located in Pocono Township, Monroe County.

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

 The receiving stream(s), Unnamed Tributary to Reeders Run (HQ-CWF, MF), is located in State Water Plan watershed 1-E and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 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

 PAS322201, Storm Water, SIC Code 3944, 3951, 3952, Crayola LLC, 1100 Church Lane, Easton, PA 18040-6638. Facility Name: Crayola LLC Church Lane Plant. This existing facility is located in Forks Township, Northampton County.

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

 The receiving stream(s), Bushkill Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-F and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Lead, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Lead, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Lead, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Lead, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0043036, Sewage, SIC Code 7032, PA Conference Association of Seventh Day Adventists Inc., 76 Lodge Road, Rossiter, PA 15772-6720. Facility Name: Laurel Lake Camp & Retreat Center. This existing facility is located in Banks Township, Indiana County.

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

 The receiving stream(s), Straight Run, is located in State Water Plan watershed 17-D 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 0.0105 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.3	XXX	1.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	15.0	XXX	30
Total Suspended Solids	XXX	XXX	XXX	25.0	XXX	50
Fecal Coliform (CFU/100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX
May 1 - Oct 31	XXX	XXX	XXX	9.0	XXX	18
Total Nitrogen	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

  • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0264644, Sewage, SIC Code 4952, 8800, Libby Abbey, 2867 Cobham Park Road, Warren, PA 16365-8310. Facility Name: Libby Abbey SRSTP. This existing facility is located in Glade Township, Warren County.

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

 The receiving stream(s), Glade Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295744, Sewage, SIC Code 8800, Bruce Lazar, 131 Miller Road, Sarver, PA 16055-8932. Facility Name: Bruce Lazar SRSTP. This proposed facility is located in Clinton Township, Butler 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 Lardintown Run (TSF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0000213, Industrial, SIC Code 4941, PA American Water Company, 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: PA American Water Kane. This existing facility is located in Kane Borough, McKean 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, the Hubert Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.009 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 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Aluminum, Total	XXX	XXX	XXX	1.0	2.0	2.5
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Copper, Total	XXX	XXX	XXX	Report Avg Qrtly	Report	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

 PA0221775, Industrial, SIC Code 2951, HRI Inc., 1750 West College Avenue, State College, PA 16801-2719. Facility Name: HRI Brookville Asphalt Plant. This existing facility is located in Pine Creek Township, Jefferson 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 is Fivemile Run, located in State Water Plan watershed 17-C and classified for Cold Water 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 N/A MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of .00015 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	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 814-332-6078.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0020621, Sewage, SIC Code 4952, Waynesboro Borough Authority, P.O. Box 310, Waynesboro, PA 17268-0310. Facility Name: Waynesboro STP. This existing facility is located in Waynesboro Borough, Franklin County.

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

 The receiving stream(s), Unnamed Tributary to East Branch Antietam Creek (CWF, MF) and Unnamed Tributary to East Branch Antietam Creek (CWF), is located in State Water Plan watershed 13-C 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 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	7.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.36	XXX	1.17
Carbonaceous Biochemical Oxygen Demand (CBOD5)	330	530	XXX	25.0	40.0 Wkly Avg	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	400	600	XXX	30	45 Wkly Avg	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	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	Report	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	180	XXX	XXX	13.5	XXX	27
May 1 - Oct 31	60	XXX	XXX	4.5	XXX	9
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	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	XXX	XXX	XXX	0.053	0.132	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 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

 PA0022233, Sewage, SIC Code 4952, Arendtsville Borough Municipal Authority, 1 Chestnut Street, Arendtsville, PA 17303. Facility Name: Arendtsville STP. This existing facility is located in Arendtsville Borough, 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), Conewago Creek (CWF), is located in State Water Plan watershed 7-F and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.14 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	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.0
CBOD5  May 1 - Oct 31	23.0	35.0	XXX	20.0	30.0	40.0
Nov 1 - Apr 30	29.0	46.5	XXX	25.0	40.0	50.0
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	35.0	52.5	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  May 1 - Oct 31	7.0	XXX	XXX	6.0	XXX	12.0
Nov 1 - Apr 30	21.0	XXX	XXX	18.0	XXX	36.0
Total Phosphorus	2.3	XXX	XXX	2.0	XXX	4.0
Copper, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.14 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	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 717-705-4732.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0023604, Sewage, SIC Code 4952, McAlisterville Area Joint Authority, P.O. Box 61, McAlisterville, PA 17049-0061. Facility Name: McAlisterville STP. This existing facility is located in Fayette Township, Juniata County.

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

 The receiving stream(s), Little Lost Creek (TSF), is located in State Water Plan watershed 12-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.13 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	Report Inst Min	0.17	XXX	0.56
CBOD5	27.0	43.0	XXX	25.0	40.0	50.0
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	32.0	49.0	XXX	30.0	45.0	60.0
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
Ammonia-Nitrogen  Nov 1 - Apr 30	6.5	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	2.1	XXX	XXX	2.0	XXX	4.0
Total Phosphorus	2.1	XXX	XXX	2.0	XXX	4.0
Nitrate-Nitrite as N	XXX	Report Semi Avg	XXX	Report semi avg	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Semi Avg	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	Report Semi Avg	XXX	Report semi avg	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.13 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
CBOD5	27.0	43.0	XXX	25.0	40.0	50.0
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	32.0	49.0	XXX	30.0	45.0	60.0
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
Ammonia-Nitrogen  May 1 - Oct 31	2.1	XXX	XXX	2.0	XXX	4.0
Nov 1 - Apr 30	6.5	XXX	XXX	6.0	XXX	12.0
Total Phosphorus	2.1	XXX	XXX	2.0	XXX	4.0
Nitrate-Nitrite as N	XXX	Report Semi Avg	XXX	Report Semi Avg	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Semi Avg	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	Report Semi Avg	XXX	Report Semi Avg	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0070378, Sewage, SIC Code 8211, Blue Mountain Academy, 2363 Mountain Road, Hamburg, PA 19526-8745. Facility Name: Blue Mountain Academy STP. This existing facility is located in Tilden Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary to Mill Creek (TSF), is located in State Water Plan watershed 3-B and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
BOD5  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Dissolved Solids	XXX	XXX	XXX	1,000	XXX	XXX
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  May 1 - Oct 31	XXX	XXX	XXX	9.0	XXX	18.0
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40.0

 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

 PA0081582, Sewage, SIC Code 4952, Possum Valley Municipal Authority, 609 Clearview Road, Aspers, PA 17304-9703. Facility Name: Possum Valley STP. This existing facility is located in Menallen 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), Opossum Creek (TSF), is located in State Water Plan watershed 7-F and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.12 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	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.4
Carbonaceous Biochemical Oxygen Demand (CBOD5)	25.0	40.0	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	30.0	45.0	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  May 1 - Oct 31	6.0	XXX	XXX	6.0	XXX	12.0
Nov 1 - Apr 30	18.0	XXX	XXX	18.0	XXX	36.0
Total Phosphorus	2.0	XXX	XXX	2.0	XXX	4.0

 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	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
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

 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

 PA0084174, Sewage, SIC Code 3999, Envigo Global Services Inc., 310 Swamp Bridge Road, Denver, PA 17517-8723. Facility Name: Envigo Global Services Inc. This existing facility is located in West Cocalico Township, Lancaster 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, Unnamed Tributary to Cocalico Creek (WWF), is located in State Water Plan watershed 7-J 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
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 .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	0.14	XXX	0.46
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	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	9.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4.0
Copper, Total	XXX	XXX	XXX	0.049	XXX	0.12
Zinc, Total	XXX	XXX	XXX	0.3	XXX	0.7
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0088668, Sewage, SIC Code 4952, Metal Township Municipal Authority, 17001 Fannettsburg Road E, Fannettsburg, PA 17221. Facility Name: Metal Township STP. This existing facility is located in Metal Township, Franklin County.

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

 The receiving stream(s), West Branch Conococheague Creek (CWF, MF), is located in State Water Plan watershed 13-C 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 .04 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	8.0	13.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	10.0	15.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .04 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	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 .04 MGD.—Limits.

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

 PA0247898, Sewage, SIC Code 6552, David L Fite Realty, Ltd, 103 Fite Way, Suite D, Quarryville, PA 17566-9394. Facility Name: Commerce Commons Development. This existing facility is located in Providence Township, Lancaster 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, South Fork Big Beaver Creek (TSF), is located in State Water Plan watershed 7-K and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0186 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	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Oil and Grease	XXX	XXX	XXX	15	XXX	30
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	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	12	XXX	24
May 1 - Oct 31	XXX	XXX	XXX	4.0	XXX	8.0
Total Kjeldahl Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	Report Total Mo	XXX	XXX	2.0	XXX	4.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .0186 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
Total Phosphorus (Total Load, lbs) (lbs)	XXX	113 Total Annual	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

 PA0294373, Sewage, SIC Code 8811, April Maher, 773 White Fox Road, Altoona, PA 16601-7452. Facility Name: Maher Residence. This proposed facility is located in Logan Township, Blair 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), Spring Run (WWF, MF), is located in State Water Plan watershed 11-A 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 .0006 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
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PAS203502, Storm Water, SIC Code 3325, 3462, 3494, Bonney Forge Corp, 14496 Croghan Pike, Mount Union, PA 17066-8869. Facility Name: Bonney Forge Corp. This existing facility is located in Shirley Township, Huntingdon County.

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

 The receiving stream(s), Juniata River (WWF, MF) and Unnamed Tributary to Juniata River (HQ-CWF, MF), is located in State Water Plan watershed 12-C and is classified for High Quality—Cold Water, Migratory Fish, 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 Outfalls 001—003:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), including applicable BMPs from Appendix B from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for TSS, Oil and Grease, BOD₅, and COD)

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0025488, Sewage, SIC Code 4952, Avondale Borough, Chester County, P.O. Box 247, Avondale, PA 19311-0247. Facility Name: Avondale Borough STP. This existing facility is located in Avondale Borough, Chester County.

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

 The receiving stream(s), Unnamed Tributary to East Branch White Clay Creek (CWF, MF), is located in State Water Plan watershed 3-I 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 .5 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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	0.8
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	104.0	167.0	XXX	25.0	40.0	50
May 1 - Oct 31	62.5	96.0	XXX	15.0	23.0	30
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	75.0	112.5	XXX	18.0	27.0	36
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	83.4	XXX	XXX	20.0	XXX	40
Ammonia-Nitrogen  Nov 1 - Apr 30	15.0	XXX	XXX	3.6	XXX	7.2
May 1 - Oct 31	5.0	XXX	XXX	1.2	XXX	2.4
Total Phosphorus	8.0	XXX	XXX	2.0	XXX	4
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 Disposed in DELCORA

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

 A. No Stormwater

 B. Property Rights

 C. Sludge Disposal

 D. Chlorine Minimization

 E. Responsible Operator

 F. Average weekly

 G. Remedial Measures if Unsatisfactory Effluent

 H. Change of Ownership

 I. TMDL/WLA Analysis

 J. Certified Operator

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

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0057274, Sewage, SIC Code 8811, Antionette & Michael Hughes, 305 Auburn Drive, Downingtown, PA 19335-4420. Facility Name: Hughes SRSTP. This existing facility is located in Upper Uwchlan Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary to Marsh Creek, is located in State Water Plan watershed and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	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	Report	XXX	Report
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	20.0	40
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	40.0	XXX	80
Ammonia-Nitrogen	XXX	XXX	XXX	1.5	XXX	3
Total Phosphorus	XXX	XXX	XXX	10.0	XXX	20

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP when Municipal Sewers Available

 E. AMR Submittal to DEP

 F. Total Residual Chlorine Requirement

 G. Public Nuisance

 H. Change of Ownership

 I. Fecal Coliform Imax Reporting

 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

 PA0245585, Sewage, SIC Code 8051, Chatham Acres Healthcare Grp Inc., 23700 Commerce Park, Beachwood, OH 44122-5827. Facility Name: Twin Pines Health Care Center. This proposed facility is located in London Grove Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary to East Branch White Clay Creek (EV), is located in State Water Plan watershed 3-I and is classified for Exceptional Value Waters, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .027 MGD.—Interim 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	0.1	XXX	0.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	5.6	XXX	XXX	25	XXX	50
May 1 - Oct 31	4.5	XXX	XXX	20	XXX	40
Total Suspended Solids	6.8	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	7.88	XXX	XXX	35	XXX	70
Ammonia-Nitrogen  Nov 1 - Apr 30	2.1	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	0.7	XXX	XXX	3.0	XXX	6
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	0.45	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	2.5	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	1.3	XXX	XXX	10.0	XXX	20
Total Suspended Solids	1.3	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	2.5	XXX	XXX	20.0	XXX	40
Ammonia-Nitrogen  Nov 1 - Apr 30	1.1	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	0.4	XXX	XXX	3.0	XXX	6
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	0.13	XXX	XXX	1.0	XXX	2

 The proposed effluent limits for Outfall 001 are based on a design flow of .027 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	XXX	XXX

 In addition, the permit contains the following conditions:

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permits Requirement

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PAI130021, MS4, Marple Township, Delaware County, 227 S Sproul Road, Broomall, PA 19008-2341.

 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 Marple Township, Delaware County. The receiving stream(s), Unnamed Tributary to Crum Creek (WWF, MF), Langford Run (WWF, MF), Whetstone Run (WWF, MF), Trout Run (WWF, MF), Crum Creek (WWF, MF), Darby Creek (TSF, MF), and Hotland Run (EV (existing use)), is located in State Water Plan watershed 3-G and is classified for Trout Stocking, Warm 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 484-250-5910.

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

 Southwest Regional Office

 PA0098183, Sewage, SIC Code 4952, Sands Inc., 2000 Georgetown Drive, Suite 100, Sewickley, PA 15143-8992. Facility Name: Stone Mansion STP. This existing facility is located in Franklin Park Borough, 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), Swale to Unnamed Tributary of East Branch Big Sewickley Creek (TSF), is located in State Water Plan watershed 20-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03583 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	0.02	XXX	0.04
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
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	3.0	XXX	6.0
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 0.03583 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
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0009466, Industrial, SIC Code 2026, Vale Wood Dairy, 517 Vale Wood Road, Loretto, PA 15940-6605. Facility Name: Vale Wood Dairy. This existing facility is located in Munster Township, Cambria County.

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

 The receiving stream(s), Clearfield Creek (WWF, MF), is located in State Water Plan watershed 8-C and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Average Monthly	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	0.5	XXX	XXX	1.6
Biochemical Oxygen Demand (BOD5)	5.2	10.4	51.9	XXX	103.8	XXX
Total Suspended Solids	7.8	15.6	78.0	XXX	155.8	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
PFOA	XXX	XXX	XXX	XXX	Report	XXX
PFOS	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA	XXX	XXX	XXX	XXX	Report	XXX
PFBS	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	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

 PA0254894, Storm Water, SIC Code 5052, Bognar & Co. Inc., 733 Washington Road, Pittsburgh, PA 15228-2022. Facility Name: Bognar Somerset Plant. This existing facility is located in Black Township, Somerset 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), Laurel Run (WWF) and Bromm Run (WWF), is located in State Water Plan watershed 19-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Mar 31	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	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 not in effect.

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

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 Northcentral Regional Office

 Applicant: Nittany Valley Partners, LP

 Applicant Address: 1304 Megan Drive, State College, PA 16803

 Application Number: PAD140054

 Application Type: Renewal

 Municipality/County: Patton Township, Centre County

 Project Site Name: Nittany Valley Sports Centre

 Total Earth Disturbance Area (acres): Previous phases: 39.25 acres; Decibel Hotel Phases 2C and 2D: 7.25 acres

 Surface Waters Receiving Stormwater Discharges: Buffalo 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: Decibel Hotel Phases 2C and 2D. Ongoing phased development with associated stormwater facilities.

 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: The Pennsylvania State University

 Applicant Address: 139J Physical Plant Building, University Park, PA 16802

 Application Number: PAD140034

 Application Type: Renewal

 Municipality/County: State College Borough and College Township, Centre County

 Project Site Name: University Park Wastewater Trmt Plant

 Total Earth Disturbance Area (acres): 8.6 acres

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

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

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

 Project Description: Construction of upgrades to the existing wastewater treatment plant with the goal of producing a higher quality effluent and addressing aging infrastructure.

 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: Happy Holliday LLC

 Applicant Address: 30 Happy Valley Drive, Reedsville, PA 17084

 Application Number: PAD440030

 Application Type: New

 Municipality/County: Brown Township, Mifflin County

 Project Site Name: Tru by Hilton Hotel

 Total Earth Disturbance Area (acres): 2.0 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Kishacoquillas Creek (HQ-CWF, MF)

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

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

 Project Description: Construction of hotel building and associated PCSM BMPs. Note that the site has already been developed with a hotel and this newly proposed construction will be a separate, second hotel on the project site.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Mr. Jonas King

 Applicant Address: 422A Spring Valley Road, Quarryville, PA 17566

 Application Number: PAD360117

 Application Type: New

 Municipality/County: East Drumore Township, Lancaster County

 Project Site Name: Prop. Dwelling and Farm Buildings for Jonas King

 Total Earth Disturbance Area (acres): 4.93 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Conowingo Creek (HQ-CWF, MF)

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

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

 Project Description: Construction of proposed dwelling, farmstead, and associated PCSM BMPs.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Leonard Brubacher

 Applicant Address: 582 Lambert Road, Narvon, PA 17555

 Application Number: PAD360114

 Application Type: New

 Municipality/County: Caernarvon Township, Lancaster County

 Project Site Name: Leonard Brubacher LD Plan

 Total Earth Disturbance Area (acres): 8 acres

 Surface Waters Receiving Stormwater Discharges: UNT Black Creek (HQ-CWF, MF)

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

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

 Project Description: To construct a new poultry barn with stormwater controls.

 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: PPL Electric Utilities Corporation (PPL EU)

 Applicant Address: 1639 Church Road, Allentown, PA 18104-9342

 Application Number: PAD350044

 Application Type: New

 Municipality/County: Ransom Township, Newton Township, and Exeter Township, Lackawanna County and Luzerne County

 Project Site Name: Stanton-Summit (STAN-SUMT) Corten Rebuild Project

 Total Earth Disturbance Area (acres): 282.7 acres

 Surface Waters Receiving Stormwater Discharges: Susquehanna River (WWF, MF), UNT to Susquehanna River (CWF, MF), UNT to Gardner Creek (CWF, MF), UNT to St. John's Creek (CWF, MF), Lucky Run (CWF, MF), Lindy Creek (CWF, MF) & EV wetlands

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

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

 Project Description: PPL Electric Utilities (PPL EU) proposes to rebuild approximately 7.7 miles of the existing Stanton-Summit (STAN-SUMT) Transmission Line with the intent of replacing the existing Corten steel lattice tower structures with new Light-Duty (LD) steel monopole structures. The new monopoles would offset approximately 10 feet north of the current Corten tower locations to account for constructing the new structures while the existing line is still active. All of the new monopoles will be located within the approximately 320-foot-wide right of way (ROW) that contains the STAN-SUMT line and another parallel transmission line. Access to the project area will use a series of existing private gravel access roads or the public roadway system where practicable.

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

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

 Northeast Regional Office

 Applicant: Pennsylvania Department of Transportation Engineering District 4-0

 Applicant Address: 55 Keystone Industrial Park, Dunmore, PA 18512

 Application Number: PAD350041

 Application Type: New

 Municipality/County: Elmhurst Township, Lackawanna County

 Project Site Name: SR 435 Section 251 and 253 Bridge Replacements

 Total Earth Disturbance Area (acres): 10.41 acres

 Surface Waters Receiving Stormwater Discharges: 1. Roaring Brook (CWF, MF); 2. UNT to Roaring Brook (CWF, MF); and 3. 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 proposed project shall consist of replacing two mainline structures on SR 435, as well as some associated roadway and drainage improvements. The Section 251 structure to be replaced carries SR 435 over the Delaware & Lackawanna (D&L) Railroad and an Unnamed Tributary (UNT) to Roaring Brook. The second structure being replaced (Section 253 structure) is about 1/4 mile north of the Section 251 bridge and carries SR 435 over Roaring Brook.

 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: National Fuel Gas Distribution Corporation

 Applicant Address: 1100 State Street, Erie, PA 16501

 Application Number: PAD120003

 Application Type: New

 Municipality/County: Shippen Township, Cameron County

 Project Site Name: VM71D Pipeline Replacement

 Total Earth Disturbance Area (acres): 30.32 acres

 Surface Waters Receiving Stormwater Discharges: Sugar Bush Hollow, Bear Run, East Branch Hicks Run, West Creek, Cards Hollow

 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: VM71D Pipeline replacement is to replace and modernize two sections of distribution pipeline involving 2.73 miles of 8-inch bare steel and 0.37 mile of 6-inch CTA with 6-inch or 8-inch coated steel. The proposed methods are abandonment of existing pipeline in place and open cut excavation methods for new installation. The LOD has been reduced where possible to avoid wetland and stream crossings.

 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: Amos K. Stoltzfus

 Applicant Address: 44 Walnut Lane, Sacramento, PA 17968

 Application Number: PAD170005

 Application Type: New

 Municipality/County: Knox Township, Clearfield County

 Project Site Name: Poultry Barn

 Total Earth Disturbance Area (acres): 13.88 acres

 Surface Waters Receiving Stormwater Discharges: Carson Run, McNeel Run, Clearfield 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: Construction of an 85,000 SF facility to raise and house chickens. Stormwater will be managed through MRC basins.

 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: Triple D Truss LLC

 Applicant Address: 78 W. Dunkle Road, Mill Hall, PA 17751

 Application Number: PAD180032

 Application Type: New

 Municipality/County: Lamar Township, Clinton County

 Project Site Name: Triple D Truss Laydown Yard Improvements

 Total Earth Disturbance Area (acres): 9.21 acres

 Surface Waters Receiving Stormwater Discharges: Fishing 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: This project is for construction of approximately 7 acres of gravel area and associated stormwater management facilities for the unenclosed storage. An infiltration pond will be used for on-site stormwater treatment.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: Cardinal Ridge Properties, LLC

 Applicant Address: 670 Netzley Drive, Denver, PA 17517

 Application Number: PAD360115

 Application Type: New

 Municipality/County: East Cocalico Township, Lancaster County

 Project Site Name: Hoover Truck Repair

 Total Earth Disturbance Area (acres): 7.40 acres

 Surface Waters Receiving Stormwater Discharges: Cocalico Creek (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: Cardinal Ridge Properties is proposing to construct a building, access drive, parking area and stormwater management facilities for Hoover Truck Repair.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Blue Ridge Real Estate

 Applicant Address: P.O. Box 707, Blakeslee, PA 18610-0707

 Application Number: PAD130016

 Application Type: New

 Municipality/County: Kidder Township, Carbon County

 Project Site Name: Laurel Woods II

 Total Earth Disturbance Area (acres): 8.88 acres

 Surface Waters Receiving Stormwater Discharges: 1. UNT to Tunkhannock Creek (HQ-CWF, MF)

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

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

 Project Description: This project consists of the second renewal of an existing NPDES permit (PAD130016, formerly PAI021313005), and previously authorized the construction of sixty-six (66) residential units along existing access roads (Rockledge Drive, Woodsbluff Court, Woodhollow Court, and Laurelwoods Drive) as part of the ''Laurel Woods II'' development project.

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

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

 Northcentral Regional Office

 Applicant: Glenn O. Hawbaker, Inc.

 Applicant Address: 1952 Waddle Road, State College, PA 16803

 Application Number: PAD140047

 Application Type: Renewal

 Municipality/County: Patton Township, Centre County

 Project Site Name: Glenn O. Hawbaker, Inc.—Recycle Center

 Total Earth Disturbance Area (acres): 42.4 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Spring Creek (HQ-CWF)

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

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

 Project Description: Construction of an office, scales, parking area, and constructed fill areas to handle construction and demolition materials to be reprocessed/recycled and sold to local contractors/public through a retail sale area onsite.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Envirowaste LLC

 Applicant Address: 13 Pattison Avenue, Philadelphia, PA 19148-5624

 Application Number: PAD510239

 Application Type: New

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Envirowaste Transfer Station

 Total Earth Disturbance Area (acres): 1.87 acres

 Surface Waters Receiving Stormwater Discharges: Delaware River (WWF)

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

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

 Project Description: The existing site consists of an existing to remain 13,000 SF building and other smaller associated buildings. There is an existing bioretention basin and a subsurface detention system with an outlet control structure, all to remain. The proposed development consists of a 10,000 SF building addition to the existing building, as well as a proposed smaller 170 SF building. Concrete pavement is proposed to the north and west of the building addition. The existing bioretention basin will be expanded for the additional stormwater.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

 Southcentral Regional Office

 Applicant: Windsor Township

 Applicant Address: 1480 Windsor Road, Red Lion, PA 17356

 Application Number: PAD670105

 Application Type: New

 Municipality/County: Windsor Township, York County

 Project Site Name: Windsor Township Community Center

 Total Earth Disturbance Area (acres): 14.70 acres

 Surface Waters Receiving Stormwater Discharges: Kreutz Creek (WWF) via EV Wetlands, UNT to Kreutz Creek (WWF) via EV Wetlands and Kreutz 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: Community center building, sports fields, pavilions, paved walking path and parking areas.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: North Lebanon Fire & Emergency Services

 Applicant Address: 107 South King Street, P.O. Box 689, Jonestown, PA 17038-9724

 Application Number: PAD380031

 Application Type: New

 Municipality/County: Union Township, Lebanon County

 Project Site Name: Green Point Fire Co.

 Total Earth Disturbance Area (acres): 2.00 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Trout Run (CWF, MF)

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

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

 Project Description: Construction of fire hall building, parking, and associated PCSM BMPs.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Ron Del Development Company

 Applicant Address: 3242 Farmersville Rd., Bethlehem, PA 18020

 Application Number: PAD480072

 Application Type: Renewal

 Municipality/County: Lower Nazareth Township, Northampton County

 Project Site Name: Colts Run South (Renewal)

 Total Earth Disturbance Area (acres): 47.45 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Monocacy Creek (HQ-CWF, MF)

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

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

 Project Description: Renewal of a 30 lot subdivision consisting of single family homes, new roadway, public water and on-lot septic and associated 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.

 Northeast Regional Office

 Applicant: Plains Development Partners, LLC

 Applicant Address: 201 S. Maple Avenue, Ambler, PA 19002

 Application Number: PAD400079

 Application Type: New

 Municipality/County: Plains Township, Luzerne County

 Project Site Name: Wawa #8225

 Total Earth Disturbance Area (acres): 6.0 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Mill Creek (HQ-CWF, MF)

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

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

 Project Description: The project proposes the construction of a 6,049 SF C-Store and gas station with 16 pumps on a proposed 10.78-acre parcel in Plains Township. The proposed 10.78-acre parcel is the result of a lot consolidation plan which will be submitted as part of this project. The project will provide parking for 84 vehicles inclusive of 4 ADA compliant parking spaces. Other site improvements include stormwater management facilities, site lighting, utility extensions and 2 driveways. The site will have access points from SR 315 and SR 2020 (E. Main Street).

 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.

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