NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

[54 Pa.B. 621]
[Saturday, February 10, 2024]

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APPLICATIONS

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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
PA0088927	CAFO Individual NPDES Permit	Transfer	Keating James 1620 Beans Cove Road Clearville, PA 15535-8037	Southampton Township Bedford County	SCRO
5817806	Joint DEP/PFBC Pesticides Permit	Amendment	Holthausen Robert 1109 Cymry Drive Berwyn, PA 19312	Herrick Township Susquehanna County	NERO
1169402	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Windber Area Authority 1700 Stockholm Avenue Windber, PA 15963-2059	Richland Township Cambria County	SWRO
2811202	Manure Storage and Wastewater Impoundments Individual WQM Permit	Amendment	Stoners Hijos Hill Inc. 7678 Oellig Road Mercersburg, PA 17236-9549	Peters Township Franklin County	SCRO
3223202	Manure Storage and Wastewater Impoundments Individual WQM Permit	New	Brookside Dairy Farm 2677 Old Route 56 Highway W Homer City, PA 15748-7600	Center Township Indiana County	NWRO
5423201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	New	Aqua Pennsylvania, Inc. 204 E. Sunbury St. Shamokin, PA 17872	West Mahanoy Township Schuylkill County	NERO
1993401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	PA DOT Bureau of Project Delivery 400 North Street 6th Floor Harrisburg, PA 17105	Mifflin Township Columbia County	NCRO
NOEXNE019	No Exposure Certification	Renewal	Quietflex Manufacturing 220 Research Drive Pittston, PA 18640	Jenkins Township Luzerne County	NERO
PAG032311	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Louis Cohen & Son Inc. P.O. Box 1004 Wilkes-Barre, PA 18702	Hanover Township Luzerne County	NERO
PAG032416	PAG-03 NPDES General Permit for Industrial Stormwater	New	Wegmans Food Market Inc. 820 Keystone Boulevard Pottsville, PA 17901-8997	Butler Township Schuylkill County	NERO
PAG032418	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Crafco Inc. P.O. Box 1639 Jackson, MS 39215-1639	Hanover Township Lehigh County	NERO
PAG035044	PAG-03 NPDES General Permit for Industrial Stormwater	New	Kevins Junkyard LLC 150 Loner Lane Port Matilda, PA 16870-8627	Taylor Township Centre County	NCRO
PAG038605	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Greenleaf Corp 18695 Greenleaf Drive Saegertown, PA 16433-4429	Hayfield Township Crawford County	NWRO
PAG046396	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Cohen Samantha 2481 Campmeeting Road Sewickley, PA 15143-9153	Franklin Park Borough Allegheny County	SWRO
PAG046474	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	McDonough Mark & Staci 150 Nichols Drive New Kensington, PA 15068-2029	Plum Borough Allegheny County	SWRO
PAG058401	PAG-05 NPDES General Permit for Groundwater Cleanup	Renewal	Vennards Crossroads Convenience Inc. 5190 White Oak Drive Indiana, PA 15701-9479	White Township Indiana County	NWRO
PAG123561	PAG-12 NPDES General Permit for CAFOs	Renewal	Elvin L Martin 980 Little Mountain Road Myerstown, PA 17067-1852	Bethel Township Berks County	SCRO
PAG123732	PAG-12 NPDES General Permit for CAFOs	Renewal	Risser Mill Farms LLC 934 Junction Road Manheim, PA 17545-9103	Mount Joy Township Lancaster County	SCRO
PAG128304	PAG-12 NPDES General Permit for CAFOs	New	Brookside Dairy Farm 2677 Old Route 56 Highway W Homer City, PA 15748-7600	Center Township Indiana County	SCRO
0113401	Sewer Extensions Individual WQM Permit	Amendment	Gettysburg Borough Municipal Authority P.O. Box 3307 601 E Middle Street Gettysburg, PA 17325-0307	Gettysburg Borough Adams County	SCRO
467S081	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
6573410	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 12441 Route 993 N Huntingdon, PA 15642-4264	North Huntingdon Township Westmoreland County	SWRO
0287492	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Cohen Samantha 2481 Campmeeting Road Sewickley, PA 15143-9153	Franklin Park Borough Allegheny County	SWRO
0424400	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Yakelis Joseph & Lisa 1504 State Route 18 Aliquippa, PA 15001-5996	Raccoon Township Beaver County	SWRO
1618403	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Zacherl Kolin 12502 Route 208 Shippenville, PA 16254-2022	Elk Township Clarion County	NWRO
6292401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Newton Benjamin 2415 Jackson Avenue Warren, PA 16365-4389	Glade Township Warren County	NWRO
WQG01022301	WQG-01 WQM General Permit	New	McDonough Mark & Staci 150 Nichols Drive New Kensington, PA 15068-2029	Plum Borough Allegheny County	SWRO
WQG02022401	WQG-02 WQM General Permit	New	Burgettstown Rd Assoc LLC 100 Leetsdale Industrial Drive Leetsdale, PA 15056-1042	Findlay Township Allegheny County	SWRO
WQG02282401	WQG-02 WQM General Permit	New	Cumberland Franklin Joint Municipal Authority 725 Municipal Drive Shippensburg, PA 17257-8893	Shippensburg Township and Southampton Township Franklin 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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 Northeast Regional Office

 PA0027006, Sewage, SIC Code 4952, Tamaqua Borough, 320 East Broad Street, Tamaqua, PA 18252. Facility Name: Tamaqua WWTP. These existing facilities are located in Tamaqua Borough and Walker Township, Schuylkill County.

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

 The receiving streams, Little Schuylkill River (CWF, MF), Panther Creek (CWF, MF), and Wabash Creek (CWF, MF), are located in State Water Plan watershed 3-A and are 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 2.6 MGD.

 (From Permit Effective Date to 12 Months After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	1.0	XXX	2.34

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.6 MGD.

 (From 12 Months After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.6 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	Report	XXX
Copper, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	Report	XXX
Zinc, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	Report	XXX
Bis(2-Ethylhexyl)Phthalate	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	Report	XXX
Heptachlor	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.6 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	542	867	XXX	25.0	40.0 Wkly Avg	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	Report Min Mo Avg	XXX	XXX
Total Suspended Solids	650	975	XXX	30.0	45.0 Wkly Avg	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report	XXX
Total Suspended Solids Minimum % Removal (%)	XXX	XXX	XXX	Report Min Mo Avg	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
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	232	XXX	XXX	10.7	XXX	21.5
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.6 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 014 are based on a design flow of 0 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Flow (Total Volume) (gallons)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 018 are based on a design flow of 0 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 019 are based on a design flow of 0 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

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

 • Maximizing Treatment at the Existing POTW

 • Combined Sewer Overflows

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater Outfalls

 • Site-Specific Mixing Study

 • POTW Pretreatment Program Development and Implementation

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PA0036081, Sewage, SIC Code 4952, Lehigh County Authority, 1053 Spruce Road, Allentown, PA 18106-9408. Facility Name: Wynnewood Wastewater Treatment Plant. This existing facility is located in North Whitehall Township, Lehigh 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), Lehigh River (TSF, MF), is located in State Water Plan watershed 2-C and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	12.5	20.0	XXX	25.0	40.0	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)  Raw Sewage Influent	XXX	XXX	XXX	85 Min Mo Avg	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	7.5	XXX	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	10.4	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Oct 1 - Apr 30	2.1	XXX	XXX	20.0	XXX	40.0
May 1 - Sep 30	1.5	XXX	XXX	20.0	XXX	40.0
Nitrate as N	8.1	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	2.1	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	1,000 Avg Qrtly	XXX	2,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276740, Storm Water, SIC Code 2099, Sunopta Grains & Food Inc., 7078 Shady Oak Road, Eden Prairie, MN 55344-3505. Facility Name: Sunopta. This proposed facility is located in Upper Macungie Township, Lehigh County.

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

 The receiving stream(s), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	9.0 Daily Max	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

 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	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276766, Storm Water, SIC Code 4213, Rolling Frito Lay Sales LP, 197 Padula Road, Easton, PA 18040-7138. Facility Name: Rolling Frito Lay Easton Omni. This proposed facility is located in Forks Township, Northampton County.

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

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

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

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276782, Storm Water, SIC Code 3443, Gardner Cryogenics, A Division of Air Products & Chemicals Inc., 7331 William Avenue, Allentown, PA 18106-9312. Facility Name: Gardner Cryogenics, Fogelsville. This proposed facility is located in Upper Macungie Township, Lehigh County.

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

 The receiving stream(s), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0091065, Sewage, SIC Code 8800, Emily & Ryan Rekich, 114 Cobham Lane, Cabot, PA 16023-9726. Facility Name: Emily & Ryan Rekich SRSTP. This existing facility is located in Winfield Township, Butler 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 of Little Buffalo Creek (HQ-TSF), is located in State Water Plan watershed 18-F 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	Report
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0100129, Sewage, SIC Code 8661, Seneca Hills Bible Conference, 276 Damascus Road, Polk, PA 16342-4904. Facility Name: Seneca Hills Campground. This existing facility is located in Victory Township, Venango County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.017 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	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	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
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)  Nov 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	Report Daily Max	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0222674, Sewage, SIC Code 4952, McKean Township Sewer Authority, 9231 Edinboro Road, McKean, PA 16426-1845. Facility Name: McKean Township Sewer Authority STP. This existing facility is located in McKean Township, Erie County.

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

 The receiving stream, the Elk Creek (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.25	XXX	0.83
Carbonaceous Biochemical Oxygen Demand (CBOD5)	31.0	47.0	XXX	15.0	22.5	30
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids	62.5	94.0	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	18.7	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	6.2	XXX	XXX	3.0	XXX	6
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	2

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0239224, Sewage, SIC Code 8211, Gentile Enterprises LLC, 201 Main Street, Greenville, PA 16125-2227. Facility Name: Keystone Charter School. This existing facility is located at 425 S Good Hope Road, Greenville, PA 16125-8629 located in West Salem Township, Mercer County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .006 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .006 MGD.—Limits.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 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	25.0	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	25.0	XXX	50.0
May 1 - Oct 31	XXX	XXX	XXX	10.5	XXX	21.0

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0265021, Sewage, SIC Code 4952, Knox Township, Clarion County, Municipal Authority, P.O. Box 3, Lucinda, PA 16235-0003. Facility Name: Lucinda STP. This existing facility is located in Knox Township, Clarion County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.022 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.09	XXX	0.31
Carbonaceous Biochemical Oxygen Demand (CBOD5)	1.8	XXX	XXX	10.0	XXX	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	1.8	XXX	XXX	10.0	XXX	20
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	1.3	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	0.4	XXX	XXX	2.5	XXX	5
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Aluminum, Total	Report Semi Avg	XXX	XXX	Report Semi Avg	XXX	XXX
Iron, Total	Report Semi Avg	XXX	XXX	Report Semi Avg	XXX	XXX
Manganese, Total	Report Semi Avg	XXX	XXX	Report Semi Avg	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0271730, Sewage, SIC Code 8800, Douglas Reinard, 352 Preacher Hill Road, Tidioute, PA 16351. Facility Name: Douglas Reinard SRSTP. This existing facility is located in Harmony Township, Forest 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), Burdick Run (CWF), is located in State Water Plan watershed 16-F and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
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	1,000

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0271748, Sewage, SIC Code 8800, Fredrick & Kathleen Lindsey, 371 Butcher Knife Hill Road, Pleasantville, PA 16341. Facility Name: Fredrick & Kathleen Lindsey SRSTP. This existing facility is located in Harmony Township, Forest 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), Pithole Creek (CWF), is located in State Water Plan watershed 16-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 • Monthly monitoring 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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0272655, Sewage, SIC Code 8811, Amber Rock, 1210 Sunset Drive, Butler, PA 16001-0782. Facility Name: Amber Rock SRSTP. This existing facility is located in Center Township, Butler 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), Swamp Run (HQ-CWF), is located in State Water Plan watershed 20-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 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
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295396, Sewage, SIC Code 8800, Wheeler Properties LLC, 1006 Millbrook Road, Jackson Center, PA 16133-2520. Facility Name: Wheeler Properties SRSTP. This proposed facility is located at 9879 Kennedy Hill Road, Meadville, PA 16335-9257 in Union Township, Crawford County.

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

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

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

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295426, Sewage, SIC Code 8800, Shawnna Lauffenburger, 1573 Cole Hill Road, Russell, PA 16345-5331. Facility Name: Shawnna Lauffenburger SRSTP. This proposed facility is located in Pine Grove Township, Warren County.

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

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

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0070424, Sewage, SIC Code 4952, Caernarvon Township Municipal Authority, Berks County, 601 Hemlock Road, Morgantown, PA 19543-0291. Facility Name: Caernarvon Township STP. This existing facility is located in Caernarvon 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), Conestoga River (WWF), is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
TRC (* For Emergency)	XXX	XXX	XXX	0.22	XXX	0.71
Carbonaceous Biochemical Oxygen Demand (CBOD5)	117.0	175.0	XXX	20.0	30.0	40.0
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	175	263	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli. (No/100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  May 1 - Oct 31	26.0	XXX	XXX	4.5	XXX	9.0
Nov 1 - Apr 30	79.0	XXX	XXX	13.5	XXX	27.0
Total Phosphorus	12.0	XXX	XXX	2.0	XXX	4.0

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

Parameter	Effluent Limitations
Mass Units (lbs)			Concentrations (mg/L)
Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	12,785	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	1,705	XXX	XXX	XXX	XXX

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0086142, Sewage, SIC Code 4952, Washington Township, Berks County, 120 Barto Road, Barto, PA 19504-8746. Facility Name: Washington Township STP. This existing facility is located in Washington 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), West Branch Perkiomen Creek (CWF), is located in State Water Plan watershed 3-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	52	83	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	63	94	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
Ammonia-Nitrogen  Nov 1 - Apr 30	41	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	15	XXX	XXX	7.5	XXX	15
Total Phosphorus	1.04	XXX	XXX	0.5	XXX	1
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Zinc, Total	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	1,000.0 Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Proper handling and disposal of screenings and sludge.

 • Submittal annually of sewage sludge management inventory.

 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

 PA0088188, Sewage, SIC Code 4952, Gratz Borough Municipal Authority, 125 N Center Street, Gratz, PA 17030. Facility Name: Gratz Borough STP. This existing facility is located in Gratz Borough, Dauphin 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 Wiconisco Creek (WWF, MF), is located in State Water Plan watershed 6-C and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	25	40	XXX	25	40	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	30	45	XXX	30	45	60
Total Suspended Solids Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	10.5	XXX	XXX	10.5	XXX	21
May 1 - Oct 31	3.5	XXX	XXX	3.5	XXX	7
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Stormwater Prohibition, Approval contingencies, Proper waste/solids management, Restriction on receipt of hauled in waste under certain conditions, SBR discharge condition and Chlorine minimization requirement

 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

 PA0294080, Sewage, SIC Code 4952, Collin Best, 492 Kreutz Creek Road, York, PA 17406-8060. Facility Name: Collin Best SRSTP. This proposed facility is located in Hellam Township, York County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PAI133533, MS4, Topton Borough, Berks County, 205 S Callowhill Street, Topton, PA 19562-1750.

 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 Topton Borough, Berks County. The receiving stream(s), Unnamed Tributaries of Little Lehigh Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southcentral Regional Office

 Application No. PA0246859, Concentrated Animal Feeding Operation (CAFO), Hickory Lane Farm LLC (Hickory Lane Farm CAFO), 230 Clarks Run Road, Blain, PA 17006-6219.

 Hickory Lane Farm LLC has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Hickory Lane Farm CAFO, located in Jackson Township, Perry County.

 The CAFO is situated near Unnamed Tributary to Bowers Run (HQ-CWF, MF) in Watershed 7-A, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 1,773.65 animal equivalent units (AEUs) consisting of 9,650 Swine Wean to Finish, 740 Gestating Sow, 110 Sow and litter, and 20 Boar. Liquid swine manure is stored onsite in an existing earthen lagoon with dimensions 350` x 220` x 10`. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

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

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

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

 Southcentral Regional Office

 PA0260169, Concentrated Animal Feeding Operation (CAFO), Elmer J King (Greenfield Farms CAFO), 3382B West Newport Road, Ronks, PA 17572.

 Elmer J King has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Greenfield Farms CAFO, located in Lack Township, Juniata County.

 The CAFO is situated near Unnamed Tributary of Dougherty Run (HQ-CWF, MF) in Watershed 12-B, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 442.12 animal equivalent units (AEUs) consisting of 140,500 Layer white egg, 10 Medium Breed Ewe, 15 Medium Breed Lamb, and 1 Medium Breed Ram. Solid layer manure is stored in a roofed solid manure storage area. There are no liquid manure storages located on this operation. 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

 PA0021890, SIC Code 4952, New Holland Borough Water Authority, 436 E Main Street, New Holland, PA 17557-1404. Facility Name: New Holland WWTP. This existing facility is located in Earl Township, Lancaster County.

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

 The receiving stream, Mill Creek (TSF (existing use)), is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.34 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)	223	335	XXX	20	30	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	335	503	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	Report	Report	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	60	XXX	XXX	5.4	XXX	10.8
May 1 - Oct 31	20	XXX	XXX	1.8	XXX	3.6
Total Phosphorus	22	XXX	XXX	2.0	XXX	4.0
Cyanide, Free	Report	Report	XXX	Report	Report	XXX
Sulfate, Total	Report	XXX	XXX	Report	Report	XXX
Chloride	Report	XXX	XXX	Report	Report	XXX
Bromide	Report	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.34 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.40	XXX	1.28
Carbonaceous Biochemical Oxygen Demand (CBOD5)	223	335	XXX	20	30	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	335	503	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	Report	Report	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	60	XXX	XXX	5.4	XXX	10.8
May 1 - Oct 31	20	XXX	XXX	1.8	XXX	3.6
Total Phosphorus	22	XXX	XXX	2.0	XXX	4.0
Cyanide, Free	0.078	0.12	XXX	0.007	0.011	0.019
Sulfate, Total	Report	XXX	XXX	Report	Report	XXX
Chloride	Report	XXX	XXX	Report	Report	XXX
Bromide	Report	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia-N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl-N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	XXX	24,475	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	3,263	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0244716, Sewage, SIC Code 8811, Anthony P & Susan Laurento, 1117 Nobb Hill Drive, West Chester, PA 19380-1884. Facility Name: Laurento SRSTP. This existing facility is located in East Bradford Township, Chester County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	3.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.25
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
Total Nitrogen	XXX	XXX	XXX	40.0	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	10.0	XXX	XXX

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

 • AMR and DMR submission

 • Septage and scum measurement

 • Septic tank pumping

 • No stormwater in sewage

 • Proper sludge disposal

 • Optimize Chlorine dosages

 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

 PA0245577, Storm Water, SIC Code 8731, Janssen Biotech Inc., 200 Great Valley Parkway, Malvern, PA 19355-1307. Facility Name: Janssen Biotech Inc. This proposed facility is located in East Whiteland Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary to Valley Creek (EV, MF), is located in State Water Plan watershed 3-F and is classified for Exceptional Value Waters and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0217727, Sewage, SIC Code 4952, Rices Landing Borough, Greene County, 137 Main Street, Rices Landing, PA 15357-1194. Facility Name: Rices Landing Borough STP. This existing facility is located in Rices Landing Borough, Greene 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), Monongahela River (WWF), is located in State Water Plan watershed 19-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 0.080 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.080 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	16.6	XXX	XXX	25.0	XXX	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	20.0	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	16.6	XXX	XXX	25.0	XXX	50.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.080 MGD.—Limits.

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

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

 • None.

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285218, Sewage, SIC Code 8800, Jeffrey D Seivers, 246 Blackswoods Road, Freedom, PA 15042-9645. Facility Name: Seivers Properties SRSTP. This proposed facility is located in New Sewickley Township, Beaver County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200.0	XXX	XXX

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

 • None.

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0031933, Industrial, SIC Code 4911, Brunot Island Power LLC, P.O. Box 99907, Pittsburgh, PA 15233. Facility Name: Brunot Island Generating Station. This existing facility is located in Pittsburgh City, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of cooling tower blowdown, treated sewage, miscellaneous low volume waste sources, and storm water.

 The receiving stream, the Ohio River (WWF), is located in State Water Plan watershed 20-F and is classified for Warm Water Fishes, aquatic life, water supply, and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 0.126 MGD.—Limits.

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

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.108 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.487 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Free Available Chlorine	0.259	0.646	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	110	XXX
Chromium, Total	0.259	0.259	XXX	Report	Report	XXX
Zinc, Total	1.29	1.29	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0009 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.0009	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	Report	Report	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Nov 1 - Mar 31	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
Apr 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	400
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.026 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.26 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Debris collected on the intake racks shall not be returned to the waterway.

 Outfall 005 will discharge storm water that is not exposed to industrial activities. No effluent limits or monitoring requirements are proposed for Outfall 005.

 In addition, the permit contains the following major special conditions: requirements for 1) storm water discharges associated with industrial activities; 2) chemical additive use; 3) data collection and entrainment sampling for the facility's cooling water intake structure pursuant to Section 316(b) of the Clean Water Act; 4) sampling for compliance with water quality limits below target quantitation limits; and 5) a prohibition on discharges of PCBs and Chlordane. The permittee has the option of resampling Outfall 003 for Chlordane and submitting analytical results during the comment period. If Chlordane is not detectable at the level of DEP's Target Quantitation Limit for Chlordane (1.0 µg/L), then the monitoring requirements for Chlordane will be removed from the final permit without further public notice.

 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

 PAI136105, MS4, North Huntingdon Township, Westmoreland County, 11279 Center Highway, North Huntingdon, PA 15642-5312.

 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 North Huntingdon Township, Westmoreland County. The receiving stream(s), Youghiogheny River (WWF), Crawford Run (WWF), Tinkers Run (TSF), Coal Run (TSF), Brush Creek (TSF), Unnamed Tributary to Long Run and Long Run (HQ-TSF), are located in State Water Plan watershed 19-D and 19-A and is classified for Warm Water Fishes, Trout Stocking, High Quality Waters—Trout Stocking, 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)

 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 for small MS4s, and is not in effect for large MS4s.

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

---

 Southeast Regional Office

 Applicant: Providence Place of Oxford Associates

 Applicant Address: 1528 Sand Hill Road, Hummelstown, PA 17036-9704

 Application Number: PAD150320

 Application Type: New

 Municipality/County: Lower Oxford Township, Chester County

 Project Site Name: Providence Place at Lower Oxford

 Total Earth Disturbance Area (acres): 13.94 acres

 Surface Waters Receiving Stormwater Discharges: Leech Run (TSF, MF), UNT to Leech Run (TSF, MF), and UNT to W. Branch Big Elk Creek (HQ-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 assisted-living facility and associated access/parking on 2 parcels currently occupied by farmland and single-family dwelling; parcels will be re-drawn with existing dwelling remaining on parcel not used for development. Re-establishing access to existing dwelling will also be addressed with construction of access to proposed facility.

 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: Century Development Associates, LLC

 Applicant Address: 4 Hummingbird Drive, Wyomissing, PA 19610-2815

 Application Number: PAD350040

 Application Type: New

 Municipality/County: Archbald Borough, Mayfield Borough, Lackawanna County.

 Project Site Name: Century Logistics Center

 Total Earth Disturbance Area (acres): 127.97 acres

 Surface Waters Receiving Stormwater Discharges: Aylesworth Creek (HQ-CWF, MF) & UNT to Lackawanna River (CWF, MF)

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

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

 Project Description: The project involves the construction of two logistics buildings with parking spaces/lots, loading docks, access drive, and associated stormwater management facilities. The project also includes an extension of a water line and force main, as well as a building booster station.

 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: PNK P3, LLC

 Applicant Address: 500 W. Office Center Drive, Fort Washington, PA 19034

 Application Number: PAD350042

 Application Type: New

 Municipality/County: Jessup Borough, Lackawanna County

 Project Site Name: Valley View Business Park, Lot 19

 Total Earth Disturbance Area (acres): 20.75 acres

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

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

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

 Project Description: The project involves the construction of a 255,776 square foot warehouse facility on Lot 19 in the Valley View Business Park in Jessup Borough, Lackawanna County. Site improvements will include the warehouse facility, site access drives, utility services, parking areas and associated stormwater management facilities.

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

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

 Northeast Regional Office

 Applicant: Schuylkill County Municipal Authority

 Applicant Address: 221 S. Centre Street, P.O. Box 960, Pottsville, PA 17901

 Application Number: PAD540036

 Application Type: New

 Municipality/County: New Castle Township, Blythe Township, Ryan Township, Schuylkill County

 Project Site Name: SR 0061 Utility Line Relocation

 Total Earth Disturbance Area (acres): 18.10 acres

 Surface Waters Receiving Stormwater Discharges: Mill Run (CWF, MF), Wolf Creek (CWF, MF), Tar Run (CWF, MF), Mud Run (CWF, MF)

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

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

 Project Description: To relocate water and communication lines between St. Clair and Frackville.

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

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

 Northeast Regional Office

 Applicant: Hirshland & Company

 Applicant Address: 1055 Westlakes Drive, Suite 300, Berwyn, PA 19312

 Application Number: PAD450060

 Application Type: Renewal

 Municipality/County: Mount Pocono Borough, Monroe County

 Project Site Name: Hirshland Development Renewal

 Total Earth Disturbance Area (acres): 12.5 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Forest Hills Run, HQ-CWF, MF, Pocono Summit Lake, 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: Develop 59,000 SF shopping center consisting of approximately 51,300 SF of strip retail and approximately 7,850 SF of restaurant/convenience gas station use. The development will also include the construction of parking areas, landscaping, stormwater management facilities, and installation of all utilities to support the development.

 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: Navid Hadian

 Applicant Address: 6980 Stella Circle, Coopersburg, PA 18036-9740

 Application Number: PAD390281

 Application Type: New

 Municipality/County: Lower Milford Township, Lehigh County

 Project Site Name: The Ridings at Saucon Creek—Lot 56 and 57

 Total Earth Disturbance Area (acres): 4.61 acres

 Surface Waters Receiving Stormwater Discharges: Saucon 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: Construct two single-family dwellings on Lot 56 and 57 of the Ridings at Saucon Creek Subdivision.

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

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

 Southeast Regional Office

 Applicant: Philadelphia Meeting Room, Inc.

 Applicant Address: 621 Newtown Street Road, Media, PA 19063

 Application Number: PAD230075

 Application Type: New

 Municipality/County: Middletown Township, Delaware County

 Project Site Name: Philadelphia Meeting Room, Inc.

 Total Earth Disturbance Area (acres): 3.33 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Chrome Run (TSF, MF), UNT to Spring Run (HQ, TSF)

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

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

 Project Description: This redevelopment project proposes demolition of a building used for fundraising and construction of a 1-story 13,353 square foot church and parking lot.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: The Hankin Group

 Applicant Address: 707 Eagleview Blvd, Exton, PA 19341-1159

 Application Number: PAD150202 A-1

 Application Type: Major Amendment

 Municipality/County: Uwchlan Township, Chester County

 Project Site Name: Eagleview Crossing

 Total Earth Disturbance Area (acres): 19.18 acres

 Surface Waters Receiving Stormwater Discharges: Shamona Creek (HQ-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: Phases 1 and 2 the applicant proposed the construction of an 8,000-SF restaurant, a 5-story hotel and associated parking areas and stormwater management. A 2,950 +/− linear foot sanitary sewer extension to an existing sanitary sewer system was also proposed. Phase 3 the applicant proposes the construction of a 15,540-SF, 123 room, a 5-story hotel, associated parking areas and stormwater management facilities. Phase 4 proposes the import of fill for bulk grading the site and re-vegetation of Meadow areas. Sediment Basins will be installed to control sediment runoff during construction activities before being discharged into the wetlands on site. Sediment Basins will be converted to Infiltration Basins to control runoff getting to the stream.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: 1354 Pottstown Pike LLC

 Applicant Address: 55 Country Club Drive, Suite 200, Downingtown, PA 19335

 Application Number: PAD150317

 Application Type: New

 Municipality/County: West Whiteland Township, Chester County

 Project Site Name: 1354 Pottstown Pike

 Total Earth Disturbance Area (acres): 2.69 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Broad 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: The applicant is proposing 7 new single family residential homes. Additional improvements include associated driveways and road widening.

 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: Club Exploria, LLC

 Applicant Address: 25 Town Center Blvd., Clermont, FL 34714

 Application Number: PAD450064

 Application Type: Renewal

 Municipality/County: Middle Smithfield Township, Monroe County

 Project Site Name: Pocono Mountains Villas

 Total Earth Disturbance Area (acres): 5.21 acres

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

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

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

 Project Description: Renewal of NPDES Permit for Fill Site, Fairway Villa Townhouse construction and Fairway Villas Parking Lot.

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

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

 Southeast Regional Office

 Applicant: Stormwater Authority of the City of Chester

 Applicant Address: 31 E 5th Street, Chester, PA 19013

 Application Number: PAD230077

 Application Type: New

 Municipality/County: City of Chester, Delaware County

 Project Site Name: Veterans Memorial Park Stormwater Basin Project

 Total Earth Disturbance Area (acres): 10.07 acres

 Surface Waters Receiving Stormwater Discharges: UNT to 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: The Stormwater Authority of the City of Chester (SAC) proposes to construct an approximately 4.5-acre stormwater wetland on an existing ballfield/park known as Veterans Memorial Park. This regional stormwater system will provide water quality treatment and flood control through extended detention for a drainage area of approximately 195.9 acres. The basin will be fed by stormwater flow in a shallow existing 66-inch by 84-inch corrugated metal pipe (CMP) culvert that will be diverted into the proposed basin and will sustain a 6-foot deep permanent pool of water. The maximum expected excavation depth is 21 feet. The volume stored in the basin will be drained by a proposed 18-inch RCP pipe connecting to a vault structure located in a railroad right-of-way. Total runoff volume and peak flow leaving the proposed stormwater wetland will decrease as compared to existing conditions. Various site furnishings such as a pedestrian bridge/fishing deck, gathering area, retaining wall and trails will provide additional project benefits such as habitat creation, passive recreation and educational benefits for city residents and park visitors. There are no FEMA floodways or floodplains in the project area. The national wetland inventory database shows no wetlands within the project area. However, in April 2020, and AKRF senior wetlands scientist delineated two small wetlands within the project area. The project also includes stormwater infrastructure improvements in the public right of way on the west side of the park (along Wilson Street and Ward Street). Please note that two separate but related sets of engineering drawings accompany this application, depending on the location of the proposed work. Work in Veterans Memorial Park, i.e. the proposed stormwater wetland, is depicted on drawings titled, ''Contract Drawings for Stormwater Authority of the City of Chester, Comprehensive Infrastructure Project Phase 3, Veterans Memorial Park Stormwater Wetland.'' Work in public street rights-of-way, i.e. storm sewer infrastructure improvements, is depicted on drawings titled, ''Contract Drawings for Stormwater Authority of the City of Chester, Comprehensive Infrastructure Project Phase 3, Right-of-Way Storm Sewer Improvements.''

 Special Conditions: N/A

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

 Northcentral Regional Office

 Applicant: John Stoltzfus

 Applicant Address: 165 EJ Commerce Drive, Loganton, PA 17747

 Application Number: PAD 180031

 Application Type: New

 Municipality/County: Greene Township, Clinton County

 Project Site Name: EJ Commerce Development

 Total Earth Disturbance Area (acres): 3.93 acres

 Surface Waters Receiving Stormwater Discharges: Mill Creek

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

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

 Project Description: A building pad consisting of a house, two barns, and a driveway.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: PNK P3, LLC

 Applicant Address: 17 State Street, Suite 3930, New York, NY 10004-1553

 Application Number: PAD350047

 Application Type: New

 Municipality/County: Jessup Borough, Lackawanna County

 Project Site Name: Valley View Business Park, Lot 11

 Total Earth Disturbance Area (acres): 16.93 acres

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

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

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

 Project Description: The project involves the construction of a 162,912 square foot warehouse facility on Lot 11 in the Valley View Business Park in Jessup Borough, Lackawanna County. Site improvements will include the warehouse facility, site access drives, utility services, parking areas and associated stormwater management facilities.

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

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

 Southeast Regional Office

 Applicant: Delaware Valley Friends School

 Applicant Address: 19 E. Central Ave., Paoli, PA 19301-1345

 Application Number: PAD150325

 Application Type: New

 Municipality/County: Tredyffrin Township, Chester County

 Project Site Name: Delaware Valley Friends School Expansion

 Total Earth Disturbance Area (acres): 3.35 acres

 Surface Waters Receiving Stormwater Discharges: Little Valley Creek (EV, 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: Delaware Valley Friends School (DVFS) owns a 7.8-acre property at the SE corner of E. Central Ave. and Fennerton Road where it operates a private school at the former Paoli Elementary School. DVFS plans to: • construct a 4,065 + SF footprint Administration/Classroom Building Addition abutting and behind (south of) the 1953 building • construct a 7,057 SF Gymnasium Addition and abutting 3,186 SF Building Addition with classrooms and lockers. These buildings will abut the east side in the existing gymnasium. In aggregate, the 2 new buildings will provide up to 14 additional classrooms for a new total of 51 classrooms. • expand parking facilities adjacent to existing driveways to add 36 parking spaces for a new total parking of 153 parking spaces • construct an approx. 1,600 SF amphitheater/ outdoor gathering space abutting the Fennerton Road side of the 1926 building • move the school's Fennerton Road front entrance south to a central location at the juncture between the 1953 and 1926 for increased efficiency and to enhance security and handicap accessibility • construct a robust stormwater control system consisting of seven underground seepage beds with rate control, and a surface rain garden to mitigate water quality, volume, and rate of runoff from all development on the property (excluding the synthetic turf field). • modernization, improvements and capacity expansion of capacity of utilities services • other incidental site improvements such as sidewalks, landscaping and site lighting improvements

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Twin County Business Park, LLC

 Applicant Address: 615 Laushtown Road, Denver, PA 17517

 Application Number: PAD150318

 Application Type: New

 Municipality/County: Honey Brook Township, Chester County

 Project Site Name: Twin County Business Park, LLC

 Total Earth Disturbance Area (acres): 34.117 acres

 Surface Waters Receiving Stormwater Discharges: West Branch Brandywine Creek (HQ, TSF)

 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: Consolidation and then subdivision of land to create 7 new parcels and extend Westbrook Drive out to Twin County Road (SR 0010). On each lot at least one new industrial building with associated parking and stromwater management will be constructed.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Sheetz Inc.

 Applicant Address: 5700 6th Avenue, Altoona, PA 16602

 Application Number: PAD060085

 Application Type: New

 Municipality/County: Richmond Township, Berks County

 Project Site Name: Store 247 Rebuild

 Total Earth Disturbance Area (acres): 2.75 acres

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

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

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

 Project Description: Development will consist of rebuilding Store 247 to accommodate walk-in coolers, restaurant style seating, and a drive through. Additional stormwater drainage pipes and infiltration basins will be provided.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Bridging Pennsylvania Developer I, LLC

 Applicant Address: Nova Tower 1, Allegheny Square East, Suite 300, Pittsburgh, PA 15212

 Application Number: PAD060092

 Application Type: New

 Municipality/County: Greenwich Township, Berks County

 Project Site Name: SR 0078, Section LBR

 Total Earth Disturbance Area (acres): 31.30 acres

 Surface Waters Receiving Stormwater Discharges: Furnace Creek (TSF, MF), UNTs to Furnace Creek (TSF, MF), Maiden Creek (TSF, MF), and UNTs to Maiden Creek

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

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

 Project Description: On/Off Ramp Reconstruction and Bridge Widening.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Wellspan Health

 Applicant Address: 2500 South George Street, York, PA 17403

 Application Number: PAD670098

 Application Type: New

 Municipality/County: Hopewell Township, York County

 Project Site Name: Wellspan Shrewsbury

 Total Earth Disturbance Area (acres): 4.55 acres

 Surface Waters Receiving Stormwater Discharges: Deer Creek (CWF, 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: Community hospital and associated parking facilities.

 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: Joseph Wendle and Lindsey Wendle

 Applicant Address: 127 Concord Court, Kennett Square, PA 19348

 Application Number: PAD150323

 Application Type: New

 Municipality/County: New London Township, Chester County

 Project Site Name: 1365 State Road

 Total Earth Disturbance Area (acres): 1.65 acres

 Surface Waters Receiving Stormwater Discharges: Big Elk Creek (HQ-TSF)

 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 residence.

 Special Conditions: N/A

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

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