NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 7202]
[Saturday, November 2, 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
0924817	Joint DEP/PFBC Pesticides Permit	New	Lehman John F 1054 Creamery Road Newtown, PA 18940-2816	Upper Makefield Township Bucks County	SERO
4624809	Joint DEP/PFBC Pesticides Permit	New	Paramount Realty 120 N Pointe Boulevard Lancaster, PA 17601-4100	Upper Dublin Township Montgomery County	SERO
4624810	Joint DEP/PFBC Pesticides Permit	New	Zolotarev Anatoli F 1132 Rose Glen Road Gladwyne, PA 19035-1320	Lower Merion Township Montgomery County	SERO
4624811	Joint DEP/PFBC Pesticides Permit	New	Martin Luther School c/o Gemma Svcs 512 W Township Line Road Plymouth Meeting, PA 19462	Plymouth Township Montgomery County	SERO
6024801	Joint DEP/PFBC Pesticides Permit	New	Deangelo Contr Service 100 N Conahan Drive Hazleton, PA 18201-7355	East Buffalo Township Union County	NCRO
1519407	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Franklin Township Chester County 20 Municipal Lane P.O. Box 118 Kemblesville, PA 19347	Franklin Township Chester County	SERO
3624402	Land Application and Reuse of Sewage Individual WQM Permit	Transfer	283 Commerce Hub Venture LLC 7225 Renner Road Shawnee, KS 66217-3043	East Hempfield Township Lancaster County	SCRO
NOEXNW246	No Exposure Certification	New	Federal Express Corporation 3620 Hacks Cross Road Env Management Dept Bldg B Memphis, TN 38125-8800	Hermitage City Mercer County	NWRO
NOEXSC435	No Exposure Certification	New	TE Connectivity Corp 1311 S Market Street Mechanicsburg, PA 17055-5632	Upper Allen Township Cumberland County	SCRO
PAG035052	PAG-03 NPDES General Permit for Industrial Stormwater	New	Estes Express Lines 3901 W Broad Street Richmond, VA 23230-3962	White Deer Township Union County	NCRO
PAG041429	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Laskowski James W 133 Gilmore Drive Kennerdell, PA 16374	Clinton Township Venango County	NWRO
PAG044006	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Renewal	Nelson Kevin & Nelson Melissa 12 Chestnut Grove Lane Newville, PA 17241-8780	Upper Frankford Township Cumberland County	SCRO
PAG045305	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	John & Shannon Nappi 1700 Smokey Corners Road Williamsport, PA 17701-9670	Hepburn Township Lycoming County	NCRO
PAG046493	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Boyde Jack W 904 Pine Run Road Freedom, PA 15042-2152	Rochester Township Beaver County	SWRO
PAG046494	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Schoepke Gary 1151 Oaklake Road Lower Burrell, PA 15068-6921	Lower Burrell City Westmoreland County	SWRO
PAG103590	PAG-10 NPDES General Permit for Hydrostatic Test Water	New	Texas Eastern Trans LP 565 Marriott Drive Suite 400 Nashville, TN 37214-5033	North Woodbury Township Blair County	SCRO
PAG136350	PAG-13 NPDES General Permit for MS4s	Renewal	Ellsworth Borough Washington County P.O. Box 545 23 S Main Street Ellsworth, PA 15331-0545	Ellsworth Borough Washington County	SWRO
PAG136400	PAG-13 NPDES General Permit for MS4s	Renewal	Vandergrift Borough Westmoreland County 109 Grant Avenue Vandergrift, PA 15690	Vandergrift Borough Westmoreland County	SWRO
PAG136401	PAG-13 NPDES General Permit for MS4s	Renewal	West Leechburg Borough Westmoreland County 1015 Plazak Street West Leechburg, PA 15656	West Leechburg Borough Westmoreland County	SWRO
0624403	Sewer Extensions Individual WQM Permit	New	Amity Township Berks County 2004 Weavertown Road Douglassville, PA 19518-8971	Amity Township Berks County	SCRO
1024412	Sewer Extensions Individual WQM Permit	New	Breakneck Creek Region Authority 1166 Mars Evans City Road Mars, PA 16046-2216	Adams Township Butler County	NWRO
PA0255921	Single Residence STP Individual NPDES Permit	Transfer	Pelligreno Anthony 106 Muller Hill Road Zelienople, PA 16063-3706	Marion Township Beaver County	SWRO
PA0293113	Single Residence STP Individual NPDES Permit	Transfer	Dippold Bradley 114 Lilac Lane Valencia, PA 16059-2214	Middlesex Township Butler County	NWRO
0421403	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Pelligreno Anthony 106 Muller Hill Road Zelienople, PA 16063-3706	Marion Township Beaver County	SWRO
1023408	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Dippold Bradley 114 Lilac Lane Valencia, PA 16059-2214	Middlesex Township Butler County	NWRO
WQG02672403	WQG-02 Sewer Extension WQM General Permit	New	Conewago Twp Sewer Auth York County 600 Locust Point Road York, PA 17406-6056	Conewago Township York County	SCRO

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

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 Northcentral Regional Office

 PA0228079, Sewage, SIC Code 4952, Middleburg Municipal Authority, 13 N Main Street, Middleburg, PA 17842-1082. Facility Name: Kissimmee Wastewater Treatment Plant. This existing facility is located in Franklin Township, Snyder 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 Middle Creek, is located in State Water Plan watershed 6-A 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 0.02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	IMIN	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	4.2	6.7	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	5.0	7.5	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	1.8	2.8	XXX	11.0	17.0	22
May 1 - Oct 31	0.62	0.93	XXX	3.7	5.6	7.4

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0228508, Sewage, SIC Code 4952, Huston Township Authority, P.O. Box 40, Julian, PA 16844-0040. Facility Name: Village of Julian Wastewater Treatment Plant. This existing facility is located in Huston Township, Centre 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), Bald Eagle Creek, is located in State Water Plan watershed 9-C 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 0.04 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	Report Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	8.0	13.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	8.0	13.0	XXX	25.0	40.0	50
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0229460, Sewage, SIC Code 4952, Abbott Township, Potter County, 1431 Germania Road, Galeton, PA 16922-9445. Facility Name: Abbott Township Potter County. This existing facility is located in Abbott Township, Potter 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), Germania Branch (EV), is located in State Water Plan watershed 9-B and is classified for Exceptional Value Waters, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	3.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	3.1	5.0	XXX	25.0	40.0	50
May 1 - Oct 31	1.9	2.9	XXX	15.0	23.0	30
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids	2.5	3.8	XXX	20.0	30.0	40
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	Report	XXX	Report	Report	XXX
May 1 - Oct 31	1.4	2.1	XXX	11.0	16.5	23
Ultraviolet light dosage  (mWsec/cm2)	XXX	XXX	Report	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Other Requirements

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0043206, Sewage, SIC Code 7032, Trails End Camp Inc., 1714 Wantagh Avenue, Wantagh, NY 11793-3904. Facility Name: Trails End Camp. This existing facility is located in Berlin Township, Wayne 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 Beach Lake Creek (HQ-CWF), is located in State Water Plan watershed 1-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.71
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
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	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 .03 MGD.—Limits.

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

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

 • Solids Management

 • TRC Minimization

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0061093, Sewage, SIC Code 8249, Monroe Career & Technical Institute, 194 Laurel Lake Road, Bartonsville, PA 18321-9448. Facility Name: Monroe Career & Tech Institute STP. This existing facility is located in Pocono 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), Unnamed Tributary to Pocono Creek (HQ-CWF), is located in State Water Plan watershed 1-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.36	XXX	1.20

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.26	XXX	0.87

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	Report	XXX	25.0	50.0	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	Report	Report	XXX	30.0	60.0	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	Report	XXX	9.0	18.0	18.0
May 1 - Oct 31	Report	Report	XXX	3.0	6.0	6.0

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

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

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Responsible operator notification; POTW reporting requirements (upon request); Solids management; and Requirements for Total Residual Chlorine (TRC)

 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

 PA0063827, Sewage, SIC Code 4952, Pines At West Penn LLC, P.O. Box 677, Morgantown, PA 19543. Facility Name: West Penn Pines MHP. This existing facility is located in West Penn Township, Schuylkill County.

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

 The receiving stream(s), Lizard Creek (CWF, MF), is located in State Water Plan watershed 2-B 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 .06 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.170

 The proposed effluent limits for Outfall 001 are based on a design flow of .06 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.387	XXX	1.170

 The proposed effluent limits for Outfall 001 are based on a design flow of .06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen  May 1 - Oct 31	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	40.0	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	20.0	40
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	40.0	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	20.0	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	10.0	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	18.0	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	6.0	6

 The proposed effluent limits for Outfall 001 are based on a design flow of .06 MGD.—Limits.

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

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

 • Solids Management

 • TRC Minimization

 • DRBC Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0275794, Industrial, SIC Code 4941, Blue Triton Brands, Inc., 305 Nestle Way, Breinigsville, PA 18031. Facility Name: Greenwaltz Springs. This existing facility is located in Washington Township, Northampton County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.377 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Dissolved Solids	XXX	XXX	XXX	XXX	XXX	1,000
Magnesium, Total	XXX	XXX	XXX	Report	XXX	Report
Calcium, Total	XXX	XXX	XXX	Report	XXX	Report
Sodium, Total	XXX	XXX	XXX	Report	XXX	Report
Sulfate, Total	XXX	XXX	XXX	Report	XXX	Report
Chloride	XXX	XXX	XXX	Report	XXX	Report
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	XXX	Report

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

 • Instream Monitoring

 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

 PA0204714, Sewage, SIC Code 7033, Henry Ward, 10 Kindle Lane, Levittown, PA 19055-2409. Facility Name: New Horizons Foundation Campground. This existing facility is located in Cherryhill Township, Indiana County.

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

 The receiving stream(s), Unnamed Tributary to Penn Run (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 .0025 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.0025	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	21	XXX	42

 The proposed effluent limits for Outfall 001 are based on a design flow of .0025 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0086525, Sewage, SIC Code 4952, Centre Township Municipal Authority, Berks County, 449 Bucks Hill Road, Mohrsville, PA 19541-9340. Facility Name: Centre Township Kingsgate East STP. This existing facility is located in Centre Township, Berks County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	2.5	4.0	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	3.0	4.5	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	2.0	XXX	XXX	20.0	XXX	40.0
May 1 - Oct 31	1.8	XXX	XXX	18.0	XXX	36.0

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0261262, Sewage, SIC Code 4952, North Londonderry Township Authority, 655 E Ridge Road, Palmyra, PA 17078-9308. Facility Name: North Londonderry Township STP. This existing facility is located in South Annville Township, Lebanon 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), Killinger Creek (TSF), is located in State Water Plan watershed 7-D 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 1.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5  Nov 1 - Apr 30	250	375	XXX	20	30	40
May 1 - Oct 31	125	188	XXX	10	15	20
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	125	188	XXX	10	15	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	88	XXX	XXX	7.0	XXX	14
May 1 - Oct 31	31	XXX	XXX	2.5	XXX	5
Ammonia-Nitrogen (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	25	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	Report	XXX	XXX	Report	XXX	XXX
Boron, Total	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	Report	XXX	XXX	Report	XXX	XXX
Cyanide, Free	0.09	XXX	XXX	0.007	XXX	0.018
Zinc, Total	1.88	XXX	XXX	0.15	XXX	0.37
PFOA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFOS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFBS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report

 The proposed 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)  Effluent Net	XXX	25,936 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) Effluent Net	XXX	3,458 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, 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.

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

 •  Stormwater prohibition, Approval contingencies, Solids management, Restriction on receipt of hauled in waste under certain conditions, WET testing requirements, and Stormwater conditions.

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0261360, Sewage, SIC Code 6515, Hess Leasing, 116B Blantz Road, Lititz, PA 17543-9573. Facility Name: Mountain View MHP. This existing facility is located in Elizabeth Township, Lancaster County.

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

 The receiving stream, Unnamed Tributary to Hammer Creek (HQ-CWF, MF), is located in State Water Plan watershed 7-J 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 .002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
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
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02 Avg Mo	XXX	0.04
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0 Avg Mo	XXX	30
May 1 - Oct 31	XXX	XXX	XXX	5.0 Avg Mo	XXX	10

 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

 PA0027596, Industrial, SIC Code 3273, New Enterprise Stone & Lime Co. Inc., P.O. Box 77, New Enterprise, PA 16664-0077. Facility Name: New Enterprise Stone Roaring Spring Quarry. This existing facility is located in Taylor Township, Blair 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), Halter Creek (CWF (existing use)), is located in State Water Plan watershed 11-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 .345 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Cadmium, Total	Report	XXX	XXX	Report	XXX	XXX
Thallium, Total	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .345 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	Report Avg Mo	Report	XXX	30 Avg Mo	50	60

 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

 PA0246441, Concentrated Animal Feeding Operation (CAFO), Deer Stone Ag., Inc. (Willow Brook Farm), 10049 Ferguson Valley Road, Lewistown, PA 17044-8601.

 Deer Stone Ag., Inc. has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Willow Brook Farm, located in Granville Township, Mifflin County.

 The CAFO is situated near Unnamed Tributary to Strodes Run (HQ-CWF, MF) in Watershed 12-A, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 800.52 animal equivalent units (AEUs) consisting of 1,200 Gestating sow, 200 Sow and litter, 4,000 Nursery pig: 3—10 wk., 12 Beef Cow, 3 Beef Finishers, 12 Beef Calf, and 10 Boar. Liquid swine manure is stored in a two stage HDPE-Lined Lagoon system. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 Southeast Regional Office

 PA0036200, Sewage, SIC Code 6514, Radley Run Mews Sewer Assoc, P.O. Box 84, Pocopson, PA 19366-0084. Facility Name: Radley Run Mews STP. This existing facility is located in Birmingham Township, Chester County.

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

 The receiving stream(s), Plum Run (WWF, MF), is located in State Water Plan watershed 3-H 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 0.032 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	3.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	6.7	XXX	XXX	25	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	8.0	XXX	XXX	30	XXX	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	8.0	XXX	XXX	30.0	XXX	60
Ammonia-Nitrogen  Nov 1 - Apr 30	4.0	XXX	XXX	15.0	XXX	30
May 1 - Oct 31	1.3	XXX	XXX	5.0	XXX	10
Total Phosphorus	0.53	XXX	XXX	2.0	XXX	4
E. Coli (No./100 ml)	XXX	XXX	Report	XXX	XXX	100
TRC	XXX	XXX	XXX	0.6	XXX	1.5
UV Dosage (mjoules/cm2)  (from 2/1/2015 to Expiration)	XXX	XXX	Report	XXX	XXX	XXX

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

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Sludge Disposal Requirements

 D. Phase Out When Municipal Sewers Available

 E. Total Residual Chlorine Requirement

 F. Discharge to Small Stream

 G. Notification of Designation of Operator

 H. Remedial Measures if Unsatisfactory Effluent

 I. Twice per Month Sampling

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0052761, Sewage, SIC Code 4952, Buckingham SNF, LLC, 820 Durham Road, Buckhingham, PA 18912. Facility Name: Buckingham Valley Nursing Center STP. This existing facility is located in Buckingham Township, Bucks County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.014 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	0.1	XXX	0.25
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N  Jul 1 - Oct 31	XXX	XXX	XXX	8.0	XXX	16
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus  Nov 1 - Mar 31	0.2	XXX	XXX	1.6	XXX	3.2
Apr 1 - Oct 31	0.1	XXX	XXX	0.8	XXX	1.6

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

 • No stormwater from pavements, area ways, roofs shall be admitted to sanitary sewers

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

 • Permittee shall optimize chlorine dosages to minimize TRC in effluent

 • Permittee shall notify DEP of Operator in responsible charge

 • Permittee shall develop and maintain operations and maintenance (O&M) plan

 • Seasonal effluent limits for Fecal Coliform

 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

 PA0057339, Sewage, SIC Code 8811, Brian & Cheryl Davidson, 209 Poplar Road, Honey Brook, PA 19344-1349. Facility Name: Davidson Properties. This existing facility is located in Honey Brook Township, Chester County.

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

 The receiving stream(s), West Branch Brandywine Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-H and is classified for Migratory Fishes, High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6 Inst Min	XXX	XXX	9
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	1.0 Daily Max	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.00	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • AMR to DEP

 • DMR to DEP if Attached

 • 1/year Measure Depth of Septage and Scum

 • Septic Tanks Pumped Once Every Three Years

 • Total Residual Chlorine Requirement

 • No Stormwater

 • Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon STP when Municipal Sewers Available

 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

 PA0058190, Sewage, SIC Code 8811, Brenda Phelan, 191 Hill Road, Green Lane, PA 18054-2415. Facility Name: Phelan SRSTP. This existing facility is located in Salford Township, Montgomery 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 Unami Creek (HQ-TSF), is located in State Water Plan watershed 3-E and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	10.0	XXX	20
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	3.0	XXX	6
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3

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

 • AMR Submission

 • DMR Submission

 • Annual Measuring

 • Septic Tank Pumping

 • No stormwater

 • Property Rights

 • Proper Sludge Disposal

 • Act 537 and Abandoning STP

 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

 PAI130526, MS4, New London Township, Chester County, 902 State Road, New London, PA 19360-1002.

 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 New London Township, Chester County. The receiving stream(s), West Branch White Clay Creek (TSF, MF), Big Elk Creek (HQ-TSF, MF), Unnamed Tributary to Middle Branch White Clay Creek (TSF, MF), Unnamed Tributary to West Branch White Clay Creek (TSF, MF), Ways Run (HQ-TSF, MF), East Branch Big Elk Creek (HQ-TSF, MF), and Hodgson Run (HQ-TSF, MF), is located in State Water Plan watershed 7-K and 3-I and is classified for Migratory Fishes, Trout Stocking, High Quality Waters—Trout Stocking, and Migratory 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 Pollutant Reduction Plan (PRP)

 • 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.

 Southwest Regional Office

 PA0026212, Sewage, SIC Code 4952, Washington-East Washington Joint Authority, 102 Arden Station Road, Washington, PA 15301-4514. Facility Name: Washington-East Washington STP. This existing facility is located in South Strabane Township, Washington 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), Chartiers Creek (WWF), is located in State Water Plan watershed 20-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 9.77 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Cyanide, Free (ug/L)	0.47	0.74	XXX	5.82	9.09	14.55
Chloroform (ug/L)	0.86	1.35	XXX	10.65	16.62	26.62

 The proposed effluent limits for Outfall 001 are based on a design flow of 9.77 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total (ug/L)	1.86	2.40	XXX	22.8	29.5	29.5
Cyanide, Free (ug/L)	0.41	0.72	XXX	4.98	8.86	12.4
Chloroform (ug/L)	0.58	1.07	XXX	7.1	13.1	17.7

 The proposed effluent limits for Outfall 001 are based on a design flow of 9.77 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	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	0.13
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	1,055	1,545	XXX	13.0	19.0 Wkly Avg	26
May 1 - Oct 31	895	1,300	XXX	11.0	16.0 Wkly Avg	22
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report Wkly Avg	XXX
Total Suspended Solids	2,440	3,665	XXX	30.0	45.0 Wkly Avg	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report Wkly Avg	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	Report Daily Max	XXX	Report	Report	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	255	XXX	XXX	3.15	XXX	6.3
May 1 - Oct 31	160	XXX	XXX	1.97	XXX	3.94
Total Phosphorus	Report	Report Daily Max	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Boron, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Iron, Dissolved (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Iron, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Zinc, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Chlorodibromomethane (ug/L)	0.17	0.3 Daily Max	XXX	2.03	3.71	5.08
Dichlorobromomethane (ug/L)	0.2	0.36 Daily Max	XXX	2.42	4.39	6.04
Radium-226 and Radium-228, Total (pCi/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 9.77 MGD.—Limits.

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

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0098124, Industrial, SIC Code 4911, Duquesne Light Co., 2825 New Beaver Avenue, Pittsburgh, PA 15233-1003. Facility Name: Elrama Ash Disposal Site. This existing facility is located in Union Township, Washington 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 a design flow of 0.07354 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	15.0	30.0	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	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 Outfall 001 are based on a design flow of 0.07448 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	10.0	15.6	XXX
Boron, Total	XXX	XXX	XXX	1.6	2.5	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	4.99	7.79	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 Outfall 002 are based on a design flow of .00094 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	XXX
Boron, Total	XXX	XXX	XXX	15.0	30.0	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	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 Outfall 002 are based on a design flow of .00094 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	XXX
Boron, Total	XXX	XXX	XXX	1.74	2.71	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	5.41	8.44	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 Outfall 003 are based on a design flow of .07448 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	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 Outfall 004 are based on a design flow of .01701 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	1.8	4.5	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	6.0	15.0	XXX
Thallium, Total	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 Outfall 004 are based on a design flow of .01701 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	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 Outfall 005 are based on a design flow of .0053 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	15.0	30.0	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	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 Outfall 005 are based on a design flow of .0053 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	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	60.0	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 Outfall 006: 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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007: 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
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 in effect.

 Southwest Regional Office

 PA0255777, Industrial, SIC Code 4911, Harwick Operating Co. LLC, 12601 Plantside Drive, Louisville, KY 40299-6386. Facility Name: Cheswick Generating Station. This existing facility is located in Indiana Township, 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), Little Deer Creek (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 002 are based on a design flow of 1.42 MGD.—Interim 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	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	88.0(1)
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	50	100	XXX
Aluminum, Total	Report	Report	XXX	0.75	0.75	1.2(1)
Beryllium, Total	XXX	XXX	XXX	0.01	0.02	0.025(1)
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	0.0003	0.0006	0.00075(1)
Chromium, Hexavalent	XXX	XXX	XXX	0.006	0.012	XXX
Copper, Total	XXX	XXX	XXX	0.009	0.018	0.023(1)
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	1.5	3.0	3.75(1)
Manganese, Total	Report	Report	XXX	1.0	1.663	2.18(1)
Selenium, Total	XXX	XXX	XXX	0.005	0.01	0.0125(1)
Silver, Total	XXX	XXX	XXX	0.003	0.006	0.0075(1)
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	0.002	0.004	0.005(1)
Pentachlorophenol	XXX	XXX	XXX	0.0003	0.0006	0.00075(1)
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.42 MGD.—Final 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	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	88.0(1)
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	50	100	XXX
Aluminum, Total	Report	Report	XXX	0.75	0.75	1.2(1)
Beryllium, Total	XXX	XXX	XXX	0.01	0.02	0.025(1)
Boron, Total	XXX	XXX	XXX	1.706	2.661	XXX
Cadmium, Total	XXX	XXX	XXX	0.0003	0.0006	0.00075(1)
Chromium, Hexavalent	XXX	XXX	XXX	0.006	0.012	XXX
Copper, Total	XXX	XXX	XXX	0.009	0.018	0.023(1)
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	1.5	3.0	3.75(1)
Manganese, Total	Report	Report	XXX	1.0	1.663	2.18(1)
Selenium, Total	XXX	XXX	XXX	0.005	0.01	0.0125(1)
Silver, Total	XXX	XXX	XXX	0.003	0.006	0.0075(1)
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	0.002	0.004	0.005(1)
Pentachlorophenol	XXX	XXX	XXX	0.0003	0.0006	0.00075(1)
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	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	Report	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	Report	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	1.0	2.0	XXX

 The proposed effluent limits for Outfall 010 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	Report	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	Report	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	1.0	2.0	XXX

 The proposed effluent limits for Outfall 011 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	Report	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	Report	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	1.0	2.0	XXX

 Footnotes

 ⁽¹⁾ Instantaneous maximum limitations are imposed for the purpose of evaluating compliance during Department inspections and/or grab sampling. No evaluation of the noted IMAX limits is required for reporting by the permittee.

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

 • Compliance Schedule

 • Chemical Additives

 • Requirements for Storm Water 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 in effect.

---

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

---

 Cambria District Office

 Applicant: PA DEP Bureau of Abandoned Mine Reclamation

 Applicant Address: 286 Industrial Park Road, Ebensburg, PA 15931

 Application Number: PAD680017

 Application Type: Major Amendment

 Municipality/County: Shade Township, Somerset County

 Project Site Name: OSM 56(2515)101.1

 Total Earth Disturbance Area (acres): 18 acres

 Surface Waters Receiving Stormwater Discharges: Dark Shade Creek (CWF)

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

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

 Project Description: The intent of this project is to backfill the following: approximately 3,200 linear feet of dangerous highwall, 3 acres of pit and one collapsed mine opening using the existing spoil material in Shade Township, Somerset County. The total project earth disturbance of Abandoned Mine Land (AML) eligible area measures eighteen (18) acres in size. A rock-lined channel is a proposed amendment to PAD680017 for the purpose of runoff conveyance.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-472-1800.

 Northeast Regional Office

 Applicant: Demonstrated Estates, LLC

 Applicant Address: 15 William Street, Unit 12H, New York, NY 10005

 Application Number: PAD450208

 Application Type: New

 Municipality/County: Middle Smithfield Township, Monroe County

 Project Site Name: Dave Wu Passive House

 Total Earth Disturbance Area (acres): 1.23 acres

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

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

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

 Project Description: Construction of a single-family home and driveway.

 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: Kay Mosser, LLC, c/o Rick Koze

 Applicant Address: 5930 Hamilton Boulevard, Allentown, PA 18106

 Application Number: PAD390174 A-2

 Application Type: Major Amendment

 Municipality/County: Upper Macungie Township, Lehigh County

 Project Site Name: Mosser Road Subdivision

 Total Earth Disturbance Area (acres): 9.30 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Schaefer 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: A 10-lot residential subdivision and associated roadway, utilities, and stormwater 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: Ricky C. Tindall

 Applicant Address: 200 Black Barren Road, Peach Bottom, PA 17563

 Application Number: PAD360131

 Application Type: New

 Municipality/County: Fulton Township, Lancaster County

 Project Site Name: Ricky C. Tindall

 Total Earth Disturbance Area (acres): 2.27 acres

 Surface Waters Receiving Stormwater Discharges: tributary to Conowingo Creek (HQ-CWF)

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

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

 Project Description: Construction of a 40-foot by 40-foot sawmill addition and a proposed 50-foot by 70-foot pole barn with additional parking areas and stormwater management facilities.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: PLF, LLC

 Applicant Address: 1317 Edgewater Drive, Unit 145, Orlando, FL 32804

 Application Number: PAD220016

 Application Type: New

 Municipality/County: Londonderry Township, Dauphin County

 Project Site Name: Falcon Crest at Lytle Farms

 Total Earth Disturbance Area (acres): 159.78 acres

 Surface Waters Receiving Stormwater Discharges: tributaries to Swatara Creek (WWF)

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

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

 Project Description: PLF is proposing to construct a mixed-use development with includes 205 single family homes, 91 town homes, 532 apartments, 47,615 square feet of retail/commercial space, associated roads, parking, recreational space, open space and stormwater management facilities. The development will be served by public sewer and water among other utilities.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Sellersville Acquisitions LLC

 Applicant Address: 301 Oxford Valley Rd, Suite 702, Yardley, PA 19067

 Application Number: PAD090105

 Application Type: New

 Municipality/County: Sellersville Borough, Bucks County

 Project Site Name: Sellersville Tract

 Total Earth Disturbance Area (acres): 5.06 acres

 Surface Waters Receiving Stormwater Discharges: Unnamed Tributaries to East Branch Perkiomen Creek (TSF, 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 site in Sellersville Borough is being redeveloped as a Traditional Neighborhood Development (TND), which consists of 10.51 acres and is a Brownfields Remediation Site. The site has frontage along North Main Street (SR 0413) to the west, 12th Street to the northwest, Franklin Ave to the northeast, and an unopened right-of-way of Undine Street to the southeast. The reference plans depict the proposed site improvements and the construction of thirty (30) townhouse units.

 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: Excell Homes, Inc., c/o Dimitri Zahariadis

 Applicant Address: P.O. Box 207, Lackawaxen, PA 18435

 Application Number: PAD520057

 Application Type: New

 Municipality/County: Dingman Township, Pike County

 Project Site Name: Odenath & Zahariadis Subdivisions

 Total Earth Disturbance Area (acres): 3.77 acres

 Surface Waters Receiving Stormwater Discharges: Raymondskill Creek 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: Construction of 4 single family homes on individual lots with associated driveways, septic, and other utilities.

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

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

 Northeast Regional Office

 Applicant: Green Knight Economic Development Corp. and JVI, LLC

 Applicant Address: 1265 Miller Road, Wind Gap, PA 18091-9765

 Application Number: PAD480017 A-3

 Application Type: Major Amendment

 Municipality/County: Plainfield Township, Bushkill Township, Northampton County

 Project Site Name: Green Knight Industrial Park II Lots 6G, 6H and 6I

 Total Earth Disturbance Area (acres): 13.18 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Bushkill Creek (HQ-CWF, MF) and Sober Runs (EV, MF) via EV wetlands

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

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

 Project Description: The project involves the demolition of two existing buildings with associated gravel/paves areas for the development of a 192,000 square foot industrial use building, truck docks, parking lots, access drives and associated stormwater management facilities.

 Special Conditions: Potential Impacts to EV Wetlands. 1. The permittee shall monitor water table elevations daily at each monitoring well identified in the approved PCSM Plan for EV wetlands for a minimum of five years. Reports providing water table elevations shall be submitted to DEP every six months, beginning in (October of the 2nd year of coverage). These reports shall be submitted by October 31st and April 30th each year. All monitoring wells should confirm the presence of a water table no deeper than 12-inches below the ground surface for a period of at least 14 consecutive days during the growing season (April 1—October 1 annually) at a minimum frequency of 3 of the 5 monitoring years, unless a longer timeframe for monitoring is extended by DEP in writing. If a water table is not observed at the previously stated depth and/or for a duration of at least 14 consecutive days in 3 of 5 monitoring years (or in accordance with an alternate monitoring timeframe approved by DEP in writing), the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates otherwise and DEP concurs that the project did not adversely impact the wetland. 2. The permittee shall provide DEP with a running comparison of monitoring data for pre-construction and post-construction monitoring every six months, beginning in (October of the 3rd year after the date of coverage). These monitoring data reports shall be submitted by October 31st and April 30th each year. If the ground water table elevation is found to be lower in post-construction monitoring for the same time period, the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates the cause is unrelated to the project and DEP concurs that the project did not adversely impact the wetland. 3. The permittee shall delineate the boundaries of the EV wetlands in the years (5 years from date of coverage) and (7 years from the date of coverage) using the Army Corps of Engineers' 1987 Wetland Delineation Manual and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). These wetland delineations shall be submitted to DEP on or before April 30th in the 5th year of permit coverage and on or before the permit expiration or termination date of this permit or the 7th year of permit coverage whichever is sooner, unless an alternate timeframe for submission of these delineations is approved by DEP in writing. Boundaries shall be surveyed and compared to the boundaries outlined on the approved plans. The data shall be submitted to DEP on or before April 30th of each year, beginning in (October of the 3rd year after the date of coverage). If a reduction in size of the wetland of greater than 0.05 acre is observed, the wetland will be considered adversely impacted by the project, unless a clear and unrelated cause of the reduction in size is demonstrated and DEP concurs that the project did not adversely impact the wetland. 4. The permittee shall provide reports identifying plant species in the EV wetlands during the growing season once a year for five years beginning in (April of the 3rd year after the date of coverage). Any observed reduction in the number of different species having a wetland indicator status of (identify indicator status appropriate for the wetland in question) shall be clearly identified in the report. If a reduction is observed, the wetland will be considered adversely impacted by the project unless another clear cause of the reduction in diversity is identified and DEP concurs that the project did not adversely impact the wetland. 5. The permittee shall inspect monitoring wells, including water level loggers, at least monthly to ensure that they are not damaged and are functioning properly. If a damaged or malfunctioning well is identified, DEP shall be contacted immediately in writing, and the well shall be restored to its design specifications within two weeks, unless weather conditions do not permit and/or is otherwise extended in writing by DEP. 6. In the event that the water table falls below the bottom of a monitoring well and the water level logger in that well becomes inoperable, the well shall be inspected at a minimum of once every two weeks and the data logger shall be re-installed once the water table is again observed in the well. 7. DEP may require the monitoring period to be extended to confirm or disprove potential adverse impacts to EV wetlands. DEP will review the monitoring information submitted by the permittee and if DEP determines that the EV wetlands have been adversely impacted, the permittee shall submit to DEP for review and approval a narrative identifying the cause(s) of the impact and plans to correct it within 3 months after DEP has determined that the wetlands have been adversely impacted. If the cause(s) cannot be identified or if correction of the impact is deemed infeasible, the permittee shall submit to DEP for review and approval plans and a schedule to create (identify required mitigation area) acres of (identify the wetland mitigation required) wetlands in or along the floodplain of (identify the receiving stream) or one of its tributaries within 6 months of DEP's determination of an adverse impact, unless an alternate location for wetland creation is approved and/or this deadline is extended in writing by DEP. Construction of the replacement wetlands shall begin no later than one year after DEP's determination of an adverse impact, unless an alternate deadline is established in writing by DEP.

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

 Southcentral Regional Office

 Applicant: Shetron Farms, LLC

 Applicant Address: 1505 Walnut Bottom Road, Newville, PA 17241

 Application Number: PAD500024

 Application Type: New

 Municipality/County: Toboyne Township, Perry County

 Project Site Name: Shetron Property

 Total Earth Disturbance Area (acres): 9.697 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Horse Valley 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: Equestrian Training and Boarding Facility. Application was submitted as a corrective action plan due to earth disturbances on the site without the appropriate authorization.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Asset Realty & Construction Group

 Applicant Address: 1590 Troy Avenue, Brooklyn, PA 11234-1444

 Application Number: PAD510237 A-1

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: 7240 State Road

 Total Earth Disturbance Area (acres): 3.27 acres

 Surface Waters Receiving Stormwater Discharges: Delaware River (WWF, MF)

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

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

 Project Description: An Individual Permit Application for the demolition phase of the project was previously submitted as the first phase of the overall project (PAD # 510237). The first phase included demolition of the existing vacant industrial building, demolition of on-site existing pavement areas, and site restoration within the areas of disturbance. The current application is for a major amendment to the prior permit for the second phase of the project for the proposed redevelopment, which includes the construction of a new four-story 152,720 sf self-storage facility with associated site improvements. This phase of this project proposes one (1) subsurface detention basin, one (1) media filter, and nonstructural BMPs.

 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: Suburban Realty, LP

 Applicant Address: 330 Oakford Road, Clarks Summit, PA 18411

 Application Number: PAD450124 A-2

 Application Type: Major Amendment

 Municipality/County: Stroud Township, Monroe County

 Project Site Name: Proposed Commercial Development

 Total Earth Disturbance Area (acres): 11.67 acres

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

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

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

 Project Description: Construction of a proposed WaWa food market with Fueling Station and Chipotle Restaurant, Associated Site improvements including parking, landscaping, utilities, and stormwater Management BMPs.

 Special Conditions: Q. Potential Impacts to EV Wetlands. 1. The permittee shall monitor water table elevations daily at each monitoring well identified in the approved PCSM Plan for EV wetlands for a minimum of five years. Reports providing water table elevations shall be submitted to DEP every six months, beginning in (October of the 2nd year of coverage). These reports shall be submitted by October 31st and April 30th each year. All monitoring wells should confirm the presence of a water table no deeper than 12-inches below the ground surface for a period of at least 14 consecutive days during the growing season (April 1—October 1 annually) at a minimum frequency of 3 of the 5 monitoring years, unless a longer timeframe for monitoring is extended by DEP in writing. If a water table is not observed at the previously stated depth and/or for a duration of at least 14 consecutive days in 3 of 5 monitoring years (or in accordance with an alternate monitoring timeframe approved by DEP in writing), the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates otherwise and DEP concurs that the project did not adversely impact the wetland. 2. The permittee shall provide DEP with a running comparison of monitoring data for pre-construction and post-construction monitoring every six months, beginning in (October of the 3rd year after the date of coverage). These monitoring data reports shall be submitted by October 31st and April 30th each year. If the ground water table elevation is found to be lower in post-construction monitoring for the same time period, the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates the cause is unrelated to the project and DEP concurs that the project did not adversely impact the wetland. 3. The permittee shall delineate the boundaries of the EV wetlands in the years (5 years from date of coverage) and (7 years from the date of coverage) using the Army Corps of Engineers' 1987 Wetland Delineation Manual and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). These wetland delineations shall be submitted to DEP on or before April 30th in the 5th year of permit coverage and on or before the permit expiration or termination date of this permit or the 7th year of permit coverage whichever is sooner, unless an alternate timeframe for submission of these delineations is approved by DEP in writing. Boundaries shall be surveyed and compared to the boundaries outlined on the approved plans. The data shall be submitted to DEP on or before April 30th of each year, beginning in (October of the 3rd year after the date of coverage). If a reduction in size of the wetland of greater than 0.05 acre is observed, the wetland will be considered adversely impacted by the project, unless a clear and unrelated cause of the reduction in size is demonstrated and DEP concurs that the project did not adversely impact the wetland. 4. The permittee shall provide reports identifying plant species in the EV wetlands during the growing season once a year for five years beginning in (April of the 3rd year after the date of coverage). Any observed reduction in the number of different species having a wetland indicator status of (identify indicator status appropriate for the wetland in question) shall be clearly identified in the report. If a reduction is observed, the wetland will be considered adversely impacted by the project unless another clear cause of the reduction in diversity is identified and DEP concurs that the project did not adversely impact the wetland. 5. The permittee shall inspect monitoring wells, including water level loggers, at least monthly to ensure that they are not damaged and are functioning properly. If a damaged or malfunctioning well is identified, DEP shall be contacted immediately in writing, and the well shall be restored to its design specifications within two weeks, unless weather conditions do not permit and/or is otherwise extended in writing by DEP. 6. In the event that the water table falls below the bottom of a monitoring well and the water level logger in that well becomes inoperable, the well shall be inspected at a minimum of once every two weeks and the data logger shall be re-installed once the water table is again observed in the well. 7. DEP may require the monitoring period to be extended to confirm or disprove potential adverse impacts to EV wetlands. DEP will review the monitoring information submitted by the permittee and if DEP determines that the EV wetlands have been adversely impacted, the permittee shall submit to DEP for review and approval a narrative identifying the cause(s) of the impact and plans to correct it within 3 months after DEP has determined that the wetlands have been adversely impacted. If the cause(s) cannot be identified or if correction of the impact is deemed infeasible, the permittee shall submit to DEP for review and approval plans and a schedule to create (identify required mitigation area) acres of (identify the wetland mitigation required) wetlands in or along the floodplain of (identify the receiving stream) or one of its tributaries within 6 months of DEP's determination of an adverse impact, unless an alternate location for wetland creation is approved and/or this deadline is extended in writing by DEP. Construction of the replacement wetlands shall begin no later than one year after DEP's determination of an adverse impact, unless an alternate deadline is established in writing by DEP.

 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: PAD390322

 Application Type: New

 Municipality/County: South Whitehall Township, Lehigh County

 Project Site Name: Parkland School District New Operations Center

 Total Earth Disturbance Area (acres): 10.559 acres

 Surface Waters Receiving Stormwater Discharges: Jordan Creek (TSF, 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 operations center for Parkland School District was previously authorized under NPDES Permit PAC390197 and is currently ongoing. A major permit amendment was submitted for additional parking areas and infiltration bed. Due to the expansion of facility usage and soil contaminants, the permit was elevated to an Individual NPDES Permit. Due to arsenic levels on site, soils cannot be exported to residential sites. Three subsurface infiltration beds, associated water quality inlets and an at-grade detention basin are the primary stormwater management BMPs for the current proposal.

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

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

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