NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 2236]
[Saturday, April 27, 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
0113803	Joint DEP/PFBC Pesticides Permit	Transfer	MHC Drummer Boy LLC 1300 Hanover Road Gettysburg, PA 17325-7707	Straban Township Adams County	SCRO
0924801	Joint DEP/PFBC Pesticides Permit	New	Lions Pride Park 852 Easton Road Warrington, PA 18976-2090	Warrington Township Bucks County	SERO
1324801	Joint DEP/PFBC Pesticides Permit	New	Sokalsky Will Jr 115 Smith Road Jim Thorpe, PA 18229-2797	Penn Forest Township Carbon County	NERO
1413804	Joint DEP/PFBC Pesticides Permit	New	Campbell Richard L 1615 Brush Valley Road Centre Hall, PA 16828-8016	College Township Centre County	NCRO
1513853	Joint DEP/PFBC Pesticides Permit	Renewal	Veno Chris 1750 N Valley Road Malvern, PA 19355-8738	Tredyffrin Township Chester County	SERO
1513855	Joint DEP/PFBC Pesticides Permit	Renewal	West Bradford Township Chester County 1385 Campus Drive Downingtown, PA 19335-3690	West Bradford Township Chester County	SERO
1513921	Joint DEP/PFBC Pesticides Permit	Renewal	Wiggins Kevin 1581 Dowlin Forge Road Downingtown, PA 19335-1659	Uwchlan Township Chester County	SERO
2213820	Joint DEP/PFBC Pesticides Permit	Amendment	Mountaindale Comm Association 4075 Linglestown Road P.O. Box 352 Harrisburg, PA 17112-1020	Susquehanna Township Dauphin County	SCRO
2224803	Joint DEP/PFBC Pesticides Permit	New	Dulal Ben 6291 Lyters Lane Harrisburg, PA 17111-4622	Lower Paxton Township Dauphin County	SCRO
3513828	Joint DEP/PFBC Pesticides Permit	Renewal	Gravel Pond Association 190 N Gravel Pond Road Clarks Summit, PA 18411-7815	South Abington Township Lackawanna County	NERO
3813820	Joint DEP/PFBC Pesticides Permit	Renewal	Lebanon County 400 South 8th Street Lebanon, PA 17042	North Lebanon Township Lebanon County	SCRO
3814805	Joint DEP/PFBC Pesticides Permit	Amendment	Kenbrook Bible Camp 190 Pine Meadow Road Lebanon, PA 17046-7938	Swatara Township Lebanon County	SCRO
3913823	Joint DEP/PFBC Pesticides Permit	Renewal	The Lakes Apartments 3218 W Cedar Street Allentown, PA 18104-3408	Allentown City Lehigh County	NERO
4513829	Joint DEP/PFBC Pesticides Permit	Renewal	East Stroudsburg Borough Monroe County P.O. Box 303 East Stroudsburg, PA 18301-0303	East Stroudsburg Borough Monroe County	NERO
4513836	Joint DEP/PFBC Pesticides Permit	Renewal	East Stroudsburg Borough Monroe County P.O. Box 303 East Stroudsburg, PA 18301-0303	East Stroudsburg Borough Monroe County	NERO
4513837	Joint DEP/PFBC Pesticides Permit	Renewal	East Stroudsburg Borough Monroe County P.O. Box 303 East Stroudsburg, PA 18301-0303	East Stroudsburg Borough Monroe County	NERO
4613874	Joint DEP/PFBC Pesticides Permit	Renewal	Mega Estates LLC 209 Stenton Avenue Blue Bell, PA 19422-2512	Whitpain Township Montgomery County	SERO
4624801	Joint DEP/PFBC Pesticides Permit	New	Spring Lake Properties LLC 2700 Clemens Road Hatfield, PA 19440-4202	Hatfield Township Montgomery County	SERO
5924801	Joint DEP/PFBC Pesticides Permit	New	US ACOE Baltimore District 710 Ives Run Lane Tioga, PA 16946-8643	Tioga Township Tioga County	NCRO
5924802	Joint DEP/PFBC Pesticides Permit	New	US ACOE Baltimore District 710 Ives Run Lane Tioga, PA 16946-8643	Mansfield Borough Tioga County	NCRO
5924803	Joint DEP/PFBC Pesticides Permit	New	US ACOE Baltimore District 710 Ives Run Lane Tioga, PA 16946-8643	Lawrence Township Tioga County	NCRO
6320802	Joint DEP/PFBC Pesticides Permit	Renewal	Kaplan Jobeth & Mark 654 Waterdam Road McMurray, PA 15317-2744	North Strabane Township Washington County	SWRO
6413819	Joint DEP/PFBC Pesticides Permit	Renewal	Patton Belle 47 Kuhn Lane Honesdale, PA 18431-9600	Paupack Township Wayne County	NERO
6613805	Joint DEP/PFBC Pesticides Permit	Renewal	Mazzanti Lisa 102 W Avery Station Road Springville, PA 18844-8016	Lemon Township Wyoming County	NERO
PA0034860	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Nebula Realty Trust 123 Gilpin Drive West Chester, PA 19382-7412	Penn Township Lancaster County	SCRO
PA0096652	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Pittsburgh PA Motor Speedway 170 Kelso Road McDonald, PA 15057-2124	North Fayette Township Allegheny County	SWRO
PA0266817	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	DEP- Initiated Minor Amendment	Fayette Township Juniata County 181 Bunkertown Road McAlisterville, PA 17049	Fayette Township Juniata County	SCRO
0277408	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Pittsburgh PA Motor Speedway 170 Kelso Road McDonald, PA 15057-2124	North Fayette Township Allegheny County	SWRO
PAG033877	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	JLG Ind Inc. 1 JLG Drive McConnellsburg, PA 17233	Antrim Township Franklin County	SCRO
PAG036576	PAG-03 NPDES General Permit for Industrial Stormwater	New	Whiteley Auto Wreckers 140 Willow Street Brownsville, PA 15417-9564	Monongahela Township Greene County	SWRO
PAG036577	PAG-03 NPDES General Permit for Industrial Stormwater	New	RMC Group Inc. 270 Smith Township State Road Burgettstown, PA 15021-2123	Smith Township Washington County	SWRO
PAG036578	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Resco Products Inc. P.O. Box 28 Tarentum, PA 15084-0028	Tarentum Borough Allegheny County	SWRO
PAG036579	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	R & R Auto Recycling 555 Sutersville Road West Newton, PA 15089-9506	South Huntingdon Township Westmoreland County	SWRO
PAG038611	PAG-03 NPDES General Permit for Industrial Stormwater	New	Day Fred 581 Mill Road Punxsutawney, PA 15767-4639	Winslow Township Jefferson County	NWRO
PAG041321	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Ann & Gerald Pituch 10221 Barton Road Waterford, PA 16441-2401	Greene Township Erie County	NWRO
PAG041324	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Adam Wilson & Connie Oxendine 19037 Inlet Road Conneautville, PA 16406-3253	Summerhill Township Crawford County	NWRO
PAG041326	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Hailee & Timothy Wygant 4956 Sandy Lake Road Carlton, PA 16311-2120	French Creek Township Mercer County	NWRO
PAG123652	PAG-12 NPDES General Permit for CAFOs	Renewal	Stump Dean 48 Rehrersburg Road Richland, PA 17087	Tulpehocken Township Berks County	SCRO
PAG123655	PAG-12 NPDES General Permit for CAFOs	Renewal	Burkholder Leslie 52 Burkholder Lane Fredericksburg, PA 17026-9000	Swatara Township Lebanon County	SCRO
PAG123703	PAG-12 NPDES General Permit for CAFOs	Renewal	Stone Chimney Farms LLC 3449 Delta Road Airville, PA 17302-9331	Lower Chanceford Township York County	SCRO
6324401	Pump Stations Individual WQM Permit	New	Donegal Township Washington County P.O. Box 310 West Alexander, PA 15376-0310	West Alexander Borough Washington County	SWRO
3703	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
3924403	Sewer Extensions Individual WQM Permit	New	Upper Macungie Township Lehigh County 8330 Schantz Road Breinigsville, PA 18031-1510	Upper Macungie Township Lehigh County	NERO
6124401	Sewer Extensions WQM Individual Permit	New	Franklin City Gen Authority Venango County 430 13th Street Franklin, PA 16323-1317	Franklin City Venango County	NWRO
6524401	Sewer Extensions WQM Individual Permit	New	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
WQG01202407	WQG-01 WQM General Permit	New	Adam Wilson & Connie Oxendine 19037 Inlet Road Conneautville, PA 16406-3253	Summerhill Township Crawford County	NWRO
WQG01252402	WQG-01 WQM General Permit	New	Ann & Gerald Pituch 10221 Barton Road Waterford, PA 16441-2401	Greene Township Erie County	NWRO
WQG01432404	WQG-01 WQM General Permit	New	Hailee & Timothy Wygant 4956 Sandy Lake Road Carlton, PA 16311-2120	French Creek Township 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

 PA0036439, Sewage, SIC Code 8211, Commonwealth of Pennsylvania, White Haven Center, 827 Oley Valley Road, White Haven, PA 18661. Facility Name: White Haven Center. This existing facility is located in Foster Township, Luzerne 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, Linesville Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.384 MGD.

 (From Permit Effective Date to 1 Year After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Lead, Total	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.384 MGD.

 (From 1 Year After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Lead, Total	0.04	XXX	XXX	0.015	XXX	0.023

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.384 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.2	XXX	0.4
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	80	XXX	XXX	25.0	XXX	50.0
May 1 - Oct 31	48	XXX	XXX	15.0	XXX	30.0
Total Suspended Solids	96	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	29.0	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	9.6	XXX	XXX	3.0	XXX	6.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	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 570-826-5472.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0062031, Sewage, SIC Code 8361, Twin Cedars Senior Living, 364 Little Walker Road, Shohola, PA 18458-2805. Facility Name: Twin Cedars Senior Living. This existing facility is located in Shohola Township, Pike County.

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

 The receiving stream(s), Unnamed Tributary to Walker Lake Creek (HQ-CWF), is located in State Water Plan watershed 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 0.00784 MGD—Interim Limits.

 (From Permit Effective Date to Three Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00784 MGD—Final Limits.

 (From Three Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	7.0	XXX	14.0
May 1 - Oct 31	XXX	XXX	XXX	2.34	XXX	4.68

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00784 MGD.

	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	7.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	0.23
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40.0
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	14.0	XXX	28.0
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
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

 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

 PA0062260, Sewage, SIC Code 9431, Brookmont Health and Rehabilitation Center LLC, 510 Brookmont Drive, Effort, PA 18330-9534. Facility Name: Brookmont Health and Rehabilitation Center STP. This existing facility is located in Chestnuthill Township, Monroe County.

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

 The receiving stream(s), Pohopoco Creek (HQ-CWF), is located in State Water Plan watershed 2-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	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	1.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	20.0	XXX	50.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	1,000 Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0063444, Sewage, SIC Code 4952, Butler Township Municipal Authority, 572 Dutchtown Road, Ashland, PA 17921. Facility Name: Butler Township Municipal Authority. This existing facility is located in Butler Township, 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, Mahanoy Creek (WWF/MF), is located in State Water Plan watershed 6-B and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.24 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Aluminum, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.24 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	1.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)	50	80	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	60	90	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	XXX	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	0.105	XXX	0.210
E. Coli (No./100 mL)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276847, Sewage, SIC Code 1522, Porter Jeffrey A, 1400 Easton Road, Riegelsville, PA 18077-7227. Facility Name: 820 Morvale Road. This proposed facility is located in Williams Township, Northampton 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 of Lehigh River (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—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 .0004 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	0.02
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
Ammonia-Nitrogen	XXX	XXX	XXX	5.0	XXX	10.0

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

 • UV (Ultraviolet) Disinfection

 • TRC Effluent Limitations Lower than Quantitation Limits

 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

 PA0012726, Industrial, SIC Code 3354, Hydro Extrusion USA, LLC, 53 Pottsville Street, Cressona, PA 17929-1217. Facility Name: Hydro Extrusion USA. This existing facility is located in Cressona Borough, Schuylkill County.

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

 The receiving stream, West Branch 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 002 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
PCBs, Total	XXX	XXX	XXX	Report	XXX	XXX

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

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

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	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
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

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
PCBs, Total	XXX	XXX	XXX	0.00175	XXX	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	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
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

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
PCBs, Total	XXX	XXX	XXX	0.00175	XXX	XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	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
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

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
PCBs, Total	XXX	XXX	XXX	0.00175	XXX	XXX

 The proposed effluent limits for Internal Monitoring Point 010 are based on a design flow of 0.1 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Industrial Influent	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	41.7	Report	XXX	50.0	Report	XXX
Total Dissolved Solids	Report	Report	XXX	Report	2,000	XXX
Oil and Grease	12.5	25.0	XXX	15.0	30.0	30.0
Fecal Coliform (No./100 mL)	XXX	XXX	XXX	Report Geo Mean	XXX	Report
Aluminum, Total	12.7	19.8	XXX	15.2	23.7	38.0
Chromium, Total	1.17	2.87	XXX	Report	Report	XXX
Cyanide, Total	0.70	1.71	XXX	Report	Report	XXX
Zinc, Total	3.57	8.60	XXX	Report	Report	XXX
PCBs, Total	XXX	XXX	XXX	0.00175	XXX	XXX

 The proposed effluent limits for Internal Monitoring Point 010 are based on a design flow of 0.1 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Ammonia-Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Thallium, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Bromide	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	XXX	XXX	Report

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

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 • Total PCBs

 • WQBELs Below Quantitation Limits

 • West Branch Schuylkill River Revised TMDL

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PA0063819, Industrial, SIC Code 3900, 8221, Lafayette College, 901 Bushkill Drive, Easton, PA 18042. Facility Name: Lafayette College. This existing facility is located in Easton City, Northampton County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	XXX	30.0

 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

 PA0220787, Sewage, SIC Code 4952, 8800, Patrick G & V Kaye Williams, 390 Osborn Road, Greenville, PA 16125-3332. Facility Name: Patrick G & V Kaye Williams SFTF. This existing facility is located in Salem Township, Mercer County.

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

 The receiving stream(s), Unnamed Tributary to Sandy Creek (WWF), is located in State Water Plan watershed 16-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .00035 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)	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

 PA0221619, Sewage, SIC Code 4952, Otto Township Sanitary Authority, McKean County, P.O. Box 213, Duke Center, PA 16729-0213. Facility Name: Otto Township STP. This existing facility is located in Otto Township, McKean 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), Knapp Creek (CWF), is located in State Water Plan watershed 16-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .23 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
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	4.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	48	76	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	57	86	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 (µw/cm2)	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	30.0	XXX	60.0
May 1 - Oct 31	19.0	XXX	XXX	10.0	XXX	20.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Pat C 110—Solids Management for Non-Lagoon Treatment Systems

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0222216, Sewage, SIC Code 4952, Edinboro Conference Grounds, 12940 Fry Road, Edinboro, PA 16412-1825. Facility Name: Edinboro Conference Grounds. This existing facility is located in Washington Township, Erie 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 Boles Run (WWF), is located in State Water Plan watershed 16-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0041 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ammonia-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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0272264, Sewage, SIC Code 8800, Phillip Hosack, 217 Old Sharon Road, Mercer, PA 16137-3017. Facility Name: Phillip Hosack SRSTP. This existing facility is located in Springfield Township, Erie 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 Stream (CWF, MF), is located in State Water Plan watershed 15-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 .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
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 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

 PA0295736, Sewage, SIC Code 4952, Vincent Mihalek, 114 Turk Road, Slippery Rock, PA 16057-5232. Facility Name: Vincent Mihalek SFTF. This proposed facility is located in Brady Township, Butler County.

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

 The receiving stream(s), Big Run (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0016 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
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 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

 PA0295752, Sewage, SIC Code 8800, Aaron Byers, 5731 Meehl Road, North East, PA 16428-4944. Facility Name: Aaron Byers SRSTP. This proposed facility is located in North East Township, Erie 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 Twelvemile Creek (HQ-CWF, MF), is located in State Water Plan watershed 15-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.

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

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

 • Part C 150—UV Cleaning

 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

 PA0100889, Industrial, SIC Code 4941, Erie City Water Authority, 240 W 12th Street, Erie, PA 16501-1706. Facility Name: Erie City WTP. This existing facility is located in Erie City, Erie 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), Lake Erie—Presque Isle Bay (WWF), is located in State Water Plan watershed and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	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	XXX	0.26	XXX	0.42
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	10
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Lead, Total (ug/L)	XXX	XXX	XXX	4.44	6.93	11.1
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	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

 PA0030171, Sewage, SIC Code 6515, Llewellyn's Manufactured Home Community, Inc., 4550 Bull Road, Dover, PA 17315-2025. Facility Name: Llewellyns MHC STP. This existing facility is located in Conewago Township, York County.

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

 The receiving stream(s), Unnamed Tributary of Little Conewago 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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.07
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	1.50	XXX	3
May 1 - Oct 31	XXX	XXX	XXX	0.50	XXX	1
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

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

 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

 PA0042528, Sewage, SIC Code 6515, Foote Properties Management LLC, 2678 Mt Rose Avenue, York, PA 17402. Facility Name: Margaretta MHP. This existing facility is located in Lower Windsor Township, York County.

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

 The receiving stream(s), Cabin Creek (WWF), is located in State Water Plan watershed 7-I 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 .018 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	Report	XXX	XXX	11.0	XXX	23
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .018 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0081116, Sewage, SIC Code 8211, Solanco School District, 121 S Hess Street, Quarryville, PA 17566-1225. Facility Name: Solanco High School. This existing facility is located in East Drumore 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 Stewart Run (HQ-CWF, MF), is located in State Water Plan watershed 7-K 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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen (lbs/mo)  Nov 1 - Apr 30	Report Total Mo	XXX	XXX	8.4	XXX	16.8
May 1 - Oct 31	Report Total Mo	XXX	XXX	2.8	XXX	5.6

 The proposed effluent limits for Outfall 001 are based on a design flow of .02 MGD.—Limits.

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

 PA0081132, Sewage, SIC Code 8211, Solanco School District, 121 S Hess Street, Quarryville, PA 17566. Facility Name: Solanco Swift Middle School. This existing facility is located in Fulton 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, Conowingo Creek (CWF), is located in State Water Plan watershed 7-K 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 .01 MGD.—Limits.

	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
Ammonia-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 .01 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	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	Report	XXX	25.0	40.0	50
Total Suspended Solids	Report	Report	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

 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

 PA0082333, Sewage, SIC Code 6515, Conestoga Hills Community, LLC, P.O. Box 375, Gap, PA 17527. Facility Name: Conestoga Hills Community. This existing facility is located in Conestoga 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 Stehman Run (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 .0107 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	63.0	XXX	126
May 1 - Oct 31	XXX	XXX	XXX	21.0	XXX	42

 The proposed effluent limits for Outfall 001 are based on a design flow of .0107 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 .0107 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0084484, Sewage, SIC Code 4952, Salisbury Township, 5581 Old Philadelphia Pike, Gap, PA 17527-9791. Facility Name: Salisbury Township Rosehill WWTP. This existing facility is located in Salisbury 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 Pequea Creek (HQ-CWF), is located in State Water Plan watershed 7-K 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 .021 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	7.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.076	XXX	0.249
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	3.5	5.2	XXX	20	30	40
May 1 - Oct 31	1.8	2.6	XXX	10	15	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1.8	2.6	XXX	10	15	20
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
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	1.3	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	0.44	XXX	XXX	2.5	XXX	5.0
Total Kjeldahl Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4.0
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .021 MGD.—Limits.

	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

 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

 PA0086894, Sewage, SIC Code 6515, The York Water Co., 130 E Market Street, York, PA 17401-1219. Facility Name: Country View Manor STP. This existing facility is located in Washington Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Red Run (WWF), is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0125 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	0.06	XXX	0.20
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	12.0	XXX	24.0
May 1 - Oct 31	XXX	XXX	XXX	5.5	XXX	11.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	3.5	XXX	7.0
May 1 - Oct 31	Report	XXX	XXX	1.5	XXX	3.0
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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0125 MGD.—Limits.

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

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

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0247618, Sewage, SIC Code 4952, East Salem Sewer Authority, 7530 Route 235, Thompsontown, PA 17094-8739. Facility Name: East Salem STP. This existing facility is located in Delaware Township, Juniata County.

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

 The receiving stream(s), Delaware Creek (TSF), is located in State Water Plan watershed 12-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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Maximum	Instant. Maximum
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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	4.0	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	5.0	XXX	XXX	30.0	XXX	60
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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	2.0	XXX	XXX	11.0	XXX	23
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0014621, Industrial, SIC Code 4941, Veolia Water PA Inc., 4405 N 6th Street, Harrisburg, PA 17110-1654. Facility Name: Veolia Water PA. This existing facility is located in Susquehanna Township, Dauphin 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), Susquehanna River (WWF, MF), is located in State Water Plan watershed 6-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .544 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.6
Total Suspended Solids	Report	Report	XXX	30	60	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFOS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFBS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Approval contingencies

 • Proper waste/solids management

 • Collected screenings, slurries, sludges, and solids management

 • Chlorine Minimization condition

 • Requirement during cleaning of lagoons

 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

 PA0014648, Industrial, SIC Code 4941, Veolia Water PA Inc., 4405 North Sixth Street, Harrisburg, PA 17110-1654. Facility Name: Veolia Water PA. This existing facility is located in Hummelstown Borough, Dauphin 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), Swatara Creek (WWF, MF), is located in State Water Plan watershed 7-D 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 .31 MGD.—Limits.

 

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly
Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.6
Total Suspended Solids	Report	Report	XXX	30	60	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFOS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFBS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Approval contingencies

 • Proper waste/solids management

 • Collected screenings, slurries, sludges, and solids management

 • Chlorine minimization condition

 • Requirement during cleaning of lagoons

 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

 PA0088781, Industrial, SIC Code 4911, Calpine Mid Merit, LLC, 6 Hillman Drive, Chadds Ford, PA 19317-9713. Facility Name: York Energy Center. This existing facility is located in Peach Bottom Township, York 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), Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-I 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 6.01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	XXX	0.2	0.5
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	110
Total Suspended Solids  Effluent Net	XXX	XXX	XXX	30.0	60.0	75.0
Oil and Grease  Effluent Net	XXX	XXX	XXX	15.0	20.0	30.0
Aluminum, Total	Report	Report	XXX	Report Avg Qrtly	Report	XXX
Copper, Total	Report	Report	XXX	Report Avg Qrtly	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Dinitrotoluene, Total	Report	Report	XXX	Report Avg Qrtly	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 100 are based on a design flow of 0.3 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
Total Suspended Solids  Effluent Net	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease  Effluent Net	XXX	XXX	XXX	15.0	20.0	30.0

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

 • Chlorine use at power plant

 • No net addition of pollutants for NCCW

 • No PCBs may be discharged

 • Cooling tower maintenance chemicals

 • Chemical additives

 • 316(b) New Facility cooling water intakes

 • Industrial stormwater 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 not in effect.

 Southeast Regional Office

 PA0053899, Industrial, SIC Code 4953, Wheelabrator Falls Inc., 1201 New Ford Mill Road, Morrisville, PA 19067. Facility Name: Wheelabrator Falls Recycling and Energy Recovery Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Delaware River (WWF, MF) and Unnamed Tributary to Biles Creek (WWF, MF), is located in State Water Plan watershed 2-E and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for stormwater 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
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	120.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	120.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for stormwater 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	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
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

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

 • Stormwater outfalls and authorized non-stormwater discharges

 • Best Management Practices (BMPs)

 • Stormwater monitoring requirements

 • Routine inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Proper Disposal of collected screenings, slurries, sludges and other solids

 • Cooling water for fire protection system

 • Chemical additives requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PAI130026, MS4, Borough of West Chester, 401 E Gay Street, West Chester, PA 19380-2729.

 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 West Chester Borough, Chester County. The receiving stream(s), Blackhorse Run (TSF, MF), Unnamed Tributary to Taylor Run (TSF, MF), Plum Run (WWF, MF), and Unnamed Tributary to Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and 3-H and is classified for Trout Stocking, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southeast Regional Office

 PAI130078, MS4, Pocopson Township, Chester County, P.O. Box 1, Pocopson, PA 19366-0001.

 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 Pocopson Township, Chester County. The receiving stream(s), Unnamed Tributary to Brandywine Creek (WWF, MF), Unnamed Tributary to Pocopson Creek (TSF, MF), and Brandywine Creek (WWF, MF), is located in State Water Plan watershed 3-H and is classified for Trout Stocking, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Total Maximum Daily Load (TMDL) Plan

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

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

 Southeast Regional Office

 PAI130026, MS4, Borough of West Chester, 401 E Gay Street, West Chester, PA 19380-2729.

 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 West Chester Borough, Chester County. The receiving stream(s), Blackhorse Run (TSF, MF), Unnamed Tributary to Taylor Run (TSF, MF), Plum Run (WWF, MF), and Unnamed Tributary to Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and 3-H and is classified for Trout Stocking, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southwest Regional Office

 PA0217743, Sewage, SIC Code 4952, M A Hotel Management Inc., 3620 State Route 31, Donegal, PA 15628-4029. Facility Name: Days Inn Donegal. This existing facility is located in Donegal Township, Westmoreland County.

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

 The receiving stream(s), UNT to Minnow Run (CWF), is located in State Water Plan watershed 19-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0051 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.0051	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	0.04	XXX	0.09
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9.0
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 0.0051 MGD.—Limits.

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

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

 • None.

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285242, Sewage, SIC Code 8800, Swanson Donald L Jr, 218 Vic Miller Road, Strongstown, PA 15957-3421. Facility Name: Swanson Properties SFTF. This proposed facility is located in Blacklick Township, Cambria County.

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

 The receiving stream(s), Elk Creek (CWF), is located in State Water Plan watershed 18-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0012 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285251, Sewage, SIC Code 8800, M Cap LLC, 328 Riverview Drive, New Kensington, PA 15068-5935. Facility Name: M Cap LLC Properties SRSTP. This proposed facility is located in Lower Burrell City, Westmoreland County.

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

 The receiving stream(s), Unnamed Tributary to Chartiers 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 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 • A Part C special condition related to ultraviolet disinfection has been added to the permit.

 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

 PA0285285, Sewage, SIC Code 4952, Donegal Township, Westmoreland County, 137 Hoffers Lane, Jones Mills, PA 15646-1117. Facility Name: Donegal Township WWTP. This proposed facility is located in Donegal Township, Westmoreland County.

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

 The receiving stream(s), Minnow Run (CWF), is located in State Water Plan watershed 19-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.11 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.11 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	0.22	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)	22.0	36.0	XXX	25.0	40.0	50
Carbonaceous Biochemical Oxygen Demand (CBOD5)  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	27.0	41.0	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	2.5	XXX	XXX	3.0	XXX	6
May 1 - Oct 31	1.5	XXX	XXX	2.0	XXX	4
Ultraviolet light dosage  (mjoules/cm2)	XXX	XXX	Report	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.11 MGD.—Limits.

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

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

 Part C.I. Other Requirements

 D. The permittee shall notify DEP of the operator in responsible charge, including the name, client ID, and certificate number within 60 days after the effective date of the permit. The permittee shall notify DEP of changes in the operator in responsible charge within 10 days of the change.

 Part C.II. Solids Management

 A. The permittee shall manage and properly dispose of sewage sludge and/or biosolids by performing sludge wasting that maintains an appropriate mass balance of solids within the treatment system. The wasting rate must be developed and implemented considering the specific treatment process type, system loadings, and seasonal variation while maintaining compliance with effluent limitations. Holding excess sludge within clarifiers or in the disinfection process is not permissible.

 B. The permittee shall submit the Supplemental Reports entitled, ''Supplemental Report—Sewage Sludge/Biosolids Production and Disposal'' (Form No. 3800-FM-BCW0438) and ''Supplemental Report—Influent & Process Control'' (Form No. 3800-FM-BCW0436), as attachments to the DMR on a monthly basis. When applicable, the permittee shall submit the Supplemental Reports entitled, ''Supplemental Report—Hauled In Municipal Wastes'' (Form No. 3800-FM-BCW0437) and ''Supplemental Report—Hauled In Residual Wastes'' (Form No. 3800-FM-BCW0450), as attachments to the DMR.

 C. By March 31 of each year, the permittee shall submit a ''Sewage Sludge Management Inventory'' that summarizes the amount of sewage sludge and/or biosolids produced and wasted during the calendar year from the system. The ''Sewage Sludge Management Inventory'' may be submitted with the Municipal Wasteload Management Report required by Chapter 94. This summary shall include the expected sewage sludge production (estimated using the methodology described in the U.S. EPA handbook, ''Improving POTW Performance Using the Composite Correction Approach'' (EPA-625/6-84-008)), compared with the actual amount disposed during the year. Sludge quantities shall be expressed as dry weight in addition to gallons or other appropriate units.

 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

 PA0285307, Sewage, SIC Code 8800, Lori Sines, 1300 Buckstown Road, Stoystown, PA 15563-8811. Facility Name: Buckstown Rd Properties. This proposed facility is located in Stonycreek Township, Somerset 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 of Rhoads Creek (CWF), is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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	200.0	XXX	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0004278, Industrial, SIC Code 3315, Holcim Quarries NY Inc., 6401 Golden Triangle, # 440, Greenbelt, MD 20770. Facility Name: Duquesne Slag. This existing facility is located in West Mifflin Borough, Allegheny 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), Thompson Run (WWF), is located in State Water Plan watershed 19-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .318 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35	70	88(1)
Aluminum, Total	XXX	XXX	XXX	0.5	0.75	1.25(1)
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cobalt, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	1.50	3.0	3.9(1)
Manganese, Total	XXX	XXX	XXX	2.0	4.0	5(1)
Nickel, Total	XXX	XXX	XXX	0.054	0.108	0.135(1)
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 ¹ IMAX values provided for Dept. use during inspection sampling.

 The proposed effluent limits for Outfall 001 are based on a design flow of .318 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35	70	88(1)
Aluminum, Total	XXX	XXX	XXX	0.5	0.75	1.25(1)
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cobalt, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	10.0	14.0	XXX
Iron, Dissolved (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	1.50	2.836	3.834(1)
Manganese, Total	XXX	XXX	XXX	1.022	1.887	2.556(1)
Nickel, Total	XXX	XXX	XXX	0.054	0.108	0.135(1)
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	0.12	0.12	0.12(1)

 ⁽¹⁾ IMAX values provided for Dept. use during inspection sampling

 The proposed effluent limits for Outfall 002 and Outfall 003 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	2.0	4.0	XXX
Nickel, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Schedule of compliance

 • Chemical additives

 • Requirements applied to stormwater outfalls

 • Sedimentation basin cleaning

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0218863, Industrial, SIC Code 4911, Fayette Power Co. LLC, 100 Energy Drive, Masontown, PA 15461-2588. Facility Name: Fayette Energy Facility. This existing facility is located in German Township, Fayette County.

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

 The receiving stream(s), Unnamed Tributary to Monongahela River (WWF) and Monongahela River (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on an average flow of 0.67 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 101:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	0.2	XXX	0.5
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 201:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for Outfall 002:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0255360, Storm Water, SIC Code 4225, 4491, Three Rivers Marine & Rail Terminal LLC, P.O. Box 100, Dunlevy, PA 15432-0100. Facility Name: Belle Vernon Aka Gibsonton River Terminal. This existing facility is located in Rostraver Township, Westmoreland County.

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

 The receiving stream(s), Monongahela River (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Daily Maximum	Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Chloride	XXX	XXX	XXX	Report	XXX	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	Daily Maximum	Minimum	Daily Maximum	Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Oil and Grease	XXX	XXX	XXX	Report	XXX	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	Daily Maximum	Minimum	Daily Maximum	Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

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

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 Southeast Regional Office

 Applicant: Trustees of the University of Pennsylvania

 Applicant Address: 3101 Walnut Street, Philadelphia, PA 19104

 Application Number: PAD510223 A-2

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Pennovation Works Research and Development (R&D) Building

 Total Earth Disturbance Area (acres): 3.49 acres

 Surface Waters Receiving Stormwater Discharges: Schuylkill River (CWF, MF)

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

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

 Project Description: Construction of a new R&D building with one 6-story lab/office wing adjoined by a 2 story cGMP manufacturing space and loading dock. Site work will include the reconfiguration of the existing parking lot, construction of Pennovation walk access road from S. 35th Street.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Can Do Inc.

 Applicant Address: One South Church Street, Suite 200, Hazelton, PA 18201

 Application Number: PAD690003 A-1

 Application Type: Major Amendment

 Municipality/County: Hazle Township, Luzerne County

 Project Site Name: CAN DO Industrial Park

 Total Earth Disturbance Area (acres): N/A

 Surface Waters Receiving Stormwater Discharges: N/A

 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 major amendment will remove two infiltration basins.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Core5 at Valley Commerce Center, LLC, c/o Core5 Industrial Partners, c/o Brian Reisinger

 Applicant Address: 121 Towne Square, Suite 202, Hershey, PA 17033

 Application Number: PAD390279

 Application Type: New

 Municipality/County: Lowhill Township and Weisenberg Township, Lehigh County

 Project Site Name: 2766 PA Route 100 Industrial Project

 Total Earth Disturbance Area (acres): 29.0 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Lehigh Creek (aka Haasen Creek), EV Wetlands, (HQ-CWF, MF and EV Wetlands)

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

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

 Project Description: Construction of one (1) new warehouse/distribution center totaling approximately 312,120 square feet of gross floor area. Development of the site will also include construction of one (1) access driveway, truck courts, employee parking areas, and other site improvements.

 Special Conditions: Riparian Buffer Implementation Requirements and Potential Impacts to EV Wetlands. Refer to Draft Permit for full details.

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

 Northeast Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517-9039.

 Application Number: PAD480179 A-1

 Application Type: Major Amendment

 Municipality/County: Bethlehem City and Lower Saucon Township, Northampton County

 Project Site Name: Hellertown Upgrade

 Total Earth Disturbance Area (acres): 10.22 acres

 Surface Waters Receiving Stormwater Discharges: Saucon Creek (HQ-CWF, MF) & UNTs to Saucon Creek (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 intent of the project is to connect the existing Hellertown Gate Station to the 16-inch tie-in point, serving as the main inlet to the Bethlehem Plant Station. The project will involve the installation of approximately 2 miles of 20-inch HP steel natural gas pipeline, and tie into UGIs existing system. Additionally, an existing 8-inch main is exposed in the East Branch Saucon Creek. This will be removed and, the existing 8-inch will be tied over to the existing 12-inch in this location. Otherwise, the 12-inch will be retired. This is a site restoration 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.

 Northeast Regional Office

 Applicant: Bushkill (Milford) DPP, LLC

 Applicant Address: 9010 Overlook Boulevard, Brentwood, TN 37027

 Application Number: PAD520055

 Application Type: New

 Municipality/County: Lehman Township, Pike County

 Project Site Name: Bushkill (Milford) Dollar General

 Total Earth Disturbance Area (acres): 2.55 acres

 Surface Waters Receiving Stormwater Discharges: Unnamed Tributary to Delaware River, High Quality—Cold Water Fish, Migratory Fish (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: Proposed improvements include the construction of a 12,840 square foot retail store, access drive, parking lot, utilities, 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.

 Regional Permit Coordination Office

 Applicant: Pennsylvania Turnpike Commission

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

 Application Number: PAD370010

 Application Type: New

 Municipality/County: Big Beaver Borough, Chippewa Township, New Beaver Borough, North Beaver Township, Union Township, and City of New Castle, Beaver County and Lawrence County

 Project Site Name: PTC Fiber—Beaver Valley Expressway I-376

 Total Earth Disturbance Area (acres): 1.12 acres

 Surface Waters Receiving Stormwater Discharges: Wallace Run (WWF); Tributary to Wallace Run (WWF); Clarks Run (WWF); Tributary Clarks Run (WWF); Tributary to Jordan Run (HQ-CWF); Jordan Run (HQ-CWF); Walnut Bottom Run (WWF); Tributary to Jenkins Run (WWF); Eckles Run (WWF); Tributary to Eckles Run (WWF); Jenkins Run (WWF); Edwards Run (WWF); Tributary to Beaver River (WWF); Hickory Run (TSF); Tributary to Mahoning River (WWF); Mahoning 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 Pennsylvania Turnpike Commission (PTC) has contracted/initiated a project to design, permit, and install 6.4 miles of fiber optic cable along the median and maintained right of way of I-376 in Beaver County from Mile Post (MP) B24.5 to MP B30.95 and 9.5 miles of fiber optic cable along the median and maintained right of way of I-376 in Lawrence County from MP B15 to MP B24.5.

 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: Lucas G. Hollick and Belinda L. Macke

 Applicant Address: 525 Mace Street, Greensburg, PA 15601

 Application Number: PAD450196

 Application Type: New

 Municipality/County: Stroud Township, Monroe County

 Project Site Name: Hollick and Macke (aka Lot 7 Brysons Farm)

 Total Earth Disturbance Area (acres): 5.06 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Brodhead 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: Single family home and horse barn/pasture with on-lot sewage, well, and stormwater management.

 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: Imperial Realty Group LLC

 Applicant Address: 1611 Pond Road, Suite 200, Allentown, PA 18104

 Application Number: PAD450181

 Application Type: New

 Municipality/County: Coolbaugh Township, Monroe County

 Project Site Name: Corporate Center Warehouse

 Total Earth Disturbance Area (acres): 30.82 acres

 Surface Waters Receiving Stormwater Discharges: Red Run (HQ-CWF, MF); EV Wetlands to Red Run (EV, MF); UNT to Red 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: Proposed 420,262 square foot warehouse facility with associated employee parking, truck loading/unloading facilities, on-lot sewer and water systems, three (3) underground stormwater management facilities and one (1) above ground stormwater basin.

 Special Conditions: Installation of piezometers and groundwater data loggers to monitor groundwater levels in EV Wetlands. Perform plant species surveys and regular re-delineation of wetlands to evaluate potential impacts to EV wetlands as a result of the project.

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

 Northeast Regional Office

 Applicant: Parkland School District, c/o Mark Madson

 Applicant Address: 1210 Springhouse Road, Allentown, PA 18014

 Application Number: PAD390296

 Application Type: New

 Municipality/County: Upper Macungie Township, Lehigh County

 Project Site Name: Fogelsville Elementary School

 Total Earth Disturbance Area (acres): 2.85 acres

 Surface Waters Receiving Stormwater Discharges: Iron Run (UNT to Little Lehigh 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 proposed the reconstruction of parking facilities at the Fogelsville Elementary School to improve access. Additional improvements include a stormwater collection system and stormwater management BMPs.

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

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

 Northeast Regional Office

 Applicant: Blue Ridge Real Estate Company

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

 Application Number: PAD130044

 Application Type: New

 Municipality/County: Kidder Township, Carbon County

 Project Site Name: Blue Ridge Real Estate Lot # 2

 Total Earth Disturbance Area (acres): 46.3 acres

 Surface Waters Receiving Stormwater Discharges: 1. UNT to 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: Development includes the construction of a 420,000 sf building, trailer parking areas, employee parking areas, stormwater management facilities, and two (2) entrance drives adjoining SR 940.

 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: Paul DeAngelo

 Applicant Address: 120 Coxe Street, Hazleton, PA 18201

 Application Number: PAD400081

 Application Type: New

 Municipality/County: City of Hazleton, Luzerne County

 Project Site Name: 120 Coxe Street

 Total Earth Disturbance Area (acres): 1.24 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Hazle 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 involves the construction of a garage addition to a single family home with associated site improvements.

 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: NEPA Storage Solutions, LLC

 Applicant Address: 17 Scottsdale Court, Cranbury, NJ 08512

 Application Number: PAD640048

 Application Type: New

 Municipality/County: Lake Township, Wayne County

 Project Site Name: 537 Stock Farm Road

 Total Earth Disturbance Area (acres): 3.03 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Middle 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 involves the construction of 7 self-storage facility buildings, associated drives, stormwater control structures and other site appurtenances.

 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.

 Northwest Regional Office

 Applicant: YMCA Camp Fitch

 Applicant Address: 12600 Abels Road, North Springfield, PA 16430

 Application Number: PAD250011

 Application Type: Major Amendment

 Municipality/County: Springfield Township, Erie County

 Project Site Name: YMCA Camp Fitch

 Total Earth Disturbance Area (acres): 4.27 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Crooked 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: Major modification of the existing Camp Fitch NPDES Permit for the construction and maintenance of the access road, pedestrian walkway, and both new and improved parking areas with associated stormwater management facilities disturbing approximately 4.27 acres adding approximately 0.09 acre of impervious area on the north side of Abels Road.

 Special Conditions: Standard Part C IX—M

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.

 Northeast Regional Office

 Applicant: City of Bethlehem

 Applicant Address: 10 East Church Street, Bethlehem, PA 18018

 Application Number: PAD480212

 Application Type: New

 Municipality/County: City of Bethlehem, Northampton County

 Project Site Name: Friendship Park Improvements

 Total Earth Disturbance Area (acres): 1.38 acres

 Surface Waters Receiving Stormwater Discharges: 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: The project involves site and recreational improvements to Friendship Park in Bethlehem City, Northampton County.

 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.

 Southeast Regional Office

 Applicant: PECO Energy Company

 Applicant Address: 2301 Market Street, N3-3, Philadelphia, PA 19103-1338

 Application Number: PAD090104

 Application Type: New

 Municipality/County: Bristol Borough, Bucks County

 Project Site Name: PECO Bristol Former MGP

 Total Earth Disturbance Area (acres): 2.33 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Mill Creek (WWF, MF)

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

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

 Project Description: PECO proposes to remove impacted soils located on commercial and residential properties adjacent to the historical former manufactured gas plant (MGP) operational areas located at the corner of Linden and Mifflin Streets in Bristol, PA (PA DEP eFACTS Site ID: 738877). Removal of impacted soils associated with the former Bristol MGP operations located on PECO, third party, and Borough properties was completed in 2011, 2015, and 2019. Slotcut/slurry methods or other appropriate excavation methods will be used to remove impacted soils, maintain the proposed excavation extents, and minimize dewatering. Non-impacted topsoil and overburden soils will be salvaged and temporarily stockpiled on-site for reuse as backfill during site restoration. Impacted soils will be moisture-conditioned, as required, and transported and disposed of off-site at a PECO-approved, licensed disposal facility. Impacted groundwater and contact stormwater collected during excavations will be temporarily stored on-site and transported, treated, and discharged off-site at a PECO-approved, licensed treatment facility. Non-contact stormwater will be diverted via gravity and/or pumped and discharged downstream through filter and energy dissipation measures. Disturbed areas will be restored consistent with existing site conditions with no proposed net increases in stormwater runoff rate and/or volume.

 Special Conditions: N/A

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

 Southwest Regional Office

 Applicant: First Energy Corp

 Applicant Address: 76 South Main St, Akron, OH 44308

 Application Number: PA630010D

 Application Type: New

 Municipality/County: Buffalo Township, Washington County

 Project Site Name: Dutch Fork 138kV Interconnect Project

 Total Earth Disturbance Area (acres): 26.2 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Buffalo Creek (HQ-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 project will involve constructing a new overhead electric utility line from the existing Dutch Fork-Washington 138kV line to the newly constructed MPLX natural gas compressor facility at Timber Lake Rd (T-488). A temporary gravel laydown area located off Sunset Beach Rd (SR 3009) is also proposed for this project.

 Special Conditions: 1. This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance.

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

 Southwest Regional Office

 Applicant: U.S. Department of Veteran's Affairs

 Applicant Address: University Drive C, Room AN 306, Pittsburgh, PA 15215

 Application Number: PAD020078

 Application Type: New

 Municipality/County: Ohara Township, Allegheny County

 Project Site Name: VAPHS Heinz—Fisher House Site Prep

 Total Earth Disturbance Area (acres): 1.78 acres

 Surface Waters Receiving Stormwater Discharges: Sycamore Run (HQ-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: Extend utilities and prepare pad for a new Fisher House building, install parking spaces along existing roads and install bioretention facilities.

 Special Conditions: Infiltration testing shall be performed after construction of PCSM BMPs to verify the accuracy of the assumed infiltration rates used in the design of PCSM BMPs. If a deviation occurs which will cause alterations to the calculations for Volume and Water Quality function of these BMPs and/or not meet the requirements of the SWM Manual (or Chapter 102), a plan amendment must be submitted prior to submission of the Notice of Termination (NOT) for the permit. Earth disturbance for planned building construction may not commence until all Act 537 authorizations have been obtained.

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

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