NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 1688]
[Saturday, March 30, 2024]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
0813811	Joint DEP/PFBC Pesticides Permit	Amendment	Eastern Bradford Rod & Gun Club 1562 Flanagan Road Wyalusing, PA 18853-8701	Pike Township Bradford County	NCRO
1024801	Joint DEP/PFBC Pesticides Permit	New	Corey Pacek 115 Lake Manor Butler, PA 16002-8891	Penn Township Butler County	NWRO
1024802	Joint DEP/PFBC Pesticides Permit	New	Justin D'Appolonia 315 Myoma Road Mars, PA 16046-2117	Adams Township Butler County	NWRO
1418802	Joint DEP/PFBC Pesticides Permit	New	Dimakopoulos Ryan P.O. Box 104 Pine Grove Mills, PA 16868-0104	Ferguson Township Centre County	NCRO
2524802	Joint DEP/PFBC Pesticides Permit	New	Thomas Makowski 10221 Hamot Road Waterford, PA 16441-3331	McKean Township Erie County	NWRO
3624801	Joint DEP/PFBC Pesticides Permit	New	MHC Spring Gulch LLC 475 Lynch Road New Holland, PA 17557-9568	Salisbury Township Lancaster County	SCRO
3721802	Joint DEP/PFBC Pesticides Permit	Amendment	John L Drespling 424 Stonehouse Lane Volant, PA 16156-6632	Hickory Township Lawrence County	NWRO
4320811	Joint DEP/PFBC Pesticides Permit	Transfer	Paul Petersheim 19 Lower Road Cochranton, PA 16314-3017	French Creek Township Mercer County	NWRO
4324801	Joint DEP/PFBC Pesticides Permit	New	Ken Jones 4004 Wynwood Drive Sharpsville, PA 16150-9024	South Pymatuning Township Mercer County	NWRO
4617802	Joint DEP/PFBC Pesticides Permit	Amendment	Huntingdon Valley CC 2295 Country Club Drive Huntingdon Valley, PA 19006-5607	Abington Township Montgomery County	SERO
6324800	Joint DEP/PFBC Pesticides Permit	New	Brookwood Place HOA 2543 Washington Road Pittsburgh, PA 15241-2513	Peters Township Washington County	SWRO
6524800	Joint DEP/PFBC Pesticides Permit	New	Penn Township 2001 Municipal Court Harrison City, PA 15636-1349	Penn Township Westmoreland County	SWRO
6617802	Joint DEP/PFBC Pesticides Permit	Amendment	Wyoming County 1 Court House Square Tunkhannock, PA 18657-1228	Overfield Township Wyoming County	NERO
2107401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Cumberland Valley School District 6746 Carlisle Pike Mechanicsburg, PA 17050-1711	Silver Spring Township Cumberland County	SCRO
3471403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	McAlisterville Area Joint Authority Juniata County P.O. Box 61 McAlisterville, PA 17049-0061	Fayette Township Juniata County	SCRO
NOEXNC161	No Exposure Certification	Renewal	BWI 2689 Route 522 Selinsgrove, PA 17870-8892	Penn Township Snyder County	NCRO
PAG030313	PAG-03 NPDES General Permit for Industrial Stormwater	New	Edlon Inc. A Pfaudler Co. 117 West State Street Avondale, PA 19311	Avondale Borough Chester County	SERO
PAG030314	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Abington Township 1176 Old York Road Abington, PA 19001-3731	Upper Dublin Township Montgomery County	SERO
PAG030315	PAG-03 NPDES General Permit for Industrial Stormwater	New	710 Trainer St LLC 710 Trainer Street Trainer, PA 19013	Trainer Borough Delaware County	SERO
PAG036575	PAG-03 NPDES General Permit for Industrial Stormwater	New	Pull-A-Part LLC 4473 Tilly Mill Road Atlanta, GA 30360-2107	Penn Hills Township Allegheny County	SWRO
PAG038609	PAG-03 NPDES General Permit for Industrial Stormwater	New	Mineral Proc Specialties Inc. 1292 Butler Road Springdale, PA 15144-1038	Bessemer Borough Lawrence County	NWRO
PAG041031	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Carol & Michael Hoskins 127 Hadley Road Greenville, PA 16125-9701	Hempfield Township Mercer County	NWRO
PAG041102	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Hoffman Kevin S 783 Willow Avenue P.O. Box 10 Knox, PA 16232-1857	Porter Township Clarion County	NWRO
PAG041181	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Michael E Burns & Michael P Cook 102 Jude Drive Pittsburgh, PA 15237-2528	West Shenango Township Crawford County	NWRO
PAG041302	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Rodgers Stephen R 396 Pulaski Road Pulaski, PA 16143	Shenango Township Mercer County	NWRO
PAG041311	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Peace Mary 302 Scranton Hollow Road Warren, PA 16365	Farmington Township Warren County	NWRO
PAG043986	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Etheridge Kimberly 265 Wiest School Road Oley, PA 19547	Oley Township Berks County	SCRO
PAG048313	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Anna & Randy Maring 2803 Pine Valley Road Columbus, PA 16405-3903	Freehold Township Warren County	NWRO
PAG048324	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Turner Jeffrey L 2332 Valentine Run Road Russell, PA 16345-3026	Farmington Township Warren County	NWRO
PAG048341	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Mook Jeremy 7655 Agnew Road Linesville, PA 16424-1515	Summit Township Crawford County	NWRO
PAG048408	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	David & Debra Fockler 329 Sharon Bedford Road West Middlesex, PA 16159-2427	Shenango Township Mercer County	NWRO
PAG048410	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Panko Timothy J Jr 14140 Dickson Road Meadville, PA 16335-8062	West Mead Township Crawford County	NWRO
PAG048477	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Gary L Gerasimek P.O. Box 261 Sharpsville, PA 16150-0261	South Pymatuning Township Mercer County	NWRO
PAG048488	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Heidi & Michael Kokoski 1831 N Vernon Road Fredonia, PA 16124-3215	Fairview Township Mercer County	NWRO
PAG048498	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Campbell Jeffrey R 2005 Maxwell Lane Mars, PA 16046-2137	Monroe Township Clarion County	NWRO
PAG048522	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Robert & Tyson Morrison 194 Rowley Road Sugar Grove, PA 16350-6424	Farmington Township Warren County	NWRO
PAG048549	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Tutmaher Shawn 734 Egypt Hollow Road Warren, PA 16365-8121	Glade Township Warren County	NWRO
PAG048614	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	David & Jennifer Jarzab 3139 Frampton Road Hermitage, PA 16148-6205	Hermitage City Mercer County	NWRO
PAG048662	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Mandy & Paul Hause 326 Greenville Road Greenville, PA 16125-3236	Salem Township Mercer County	NWRO
PAG048751	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Kenneth Jr & Stephanie Grubb 37 Kitch Road Greenville, PA 16125-9610	Otter Creek Township Mercer County	NWRO
PAG048795	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Tyillian Stephen 2745 S Keel Ridge Road Hermitage, PA 16148-6329	Hermitage City Mercer County	NWRO
PAG048830	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Daric & Terilynn Wise 2601 S Roanoke Street Gilbert, AZ 85295-2371	Pittsfield Township Warren County	NWRO
PAG048870	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Jeremy & Taryne Lewis 1385 Crippen Hill Road Pittsfield, PA 16340-6527	Brokenstraw Township Warren County	NWRO
PAG048935	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Donnell Brian 14300 Route 957 Sugar Grove, PA 16350-2806	Freehold Township Warren County	NWRO
PAG048975	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Deacon Alexander 640 Ridge Road Pittsburgh, PA 15205-9500	Summerhill Township Crawford County	NWRO
PAG049129	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Musciano Stephen 3019 Oakhurst Road Bethel Park, PA 15102-1224	Slippery Rock Township Butler County	NWRO
PAG049178	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Martin John E 4312 Neptune Drive Erie, PA 16506-3650	Columbus Township Warren County	NWRO
PAG049184	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Mark & Sarah Willard 8800 Route 59 Lewis Run, PA 16738-1724	Lafayette Township McKean County	NWRO
PAG049195	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Jesse & Jill Fitzgerald 52 Wildwood Lane Russell, PA 16345-5432	Pine Grove Township Warren County	NWRO
PAG049260	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Donald & Tina Baker 952 Fowler Brk Eldred, PA 16731-3028	Eldred Township McKean County	NWRO
PAG049290	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Michelle & Mickey Horne 335 Hilltop Lane Washington, PA 15301-1326	Deerfield Township Warren County	NWRO
PAG049337	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Headley Jean 102 Nursery Road Renfrew, PA 16053-9301	Connoquenessing Township Butler County	NWRO
PAG049419	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Adams Charles A 21632 Fisher Road Meadville, PA 16335-5474	Woodcock Township Crawford County	NWRO
PAG049423	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Yoder Robert J 613 Conneaut Lake Road Adamsville, PA 16110-1103	Sugar Grove Township Mercer County	NWRO
PAG049504	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Jacqueline & Todd Graham 240 Mount Union Road Portersville, PA 16051-1112	Worth Township Butler County	NWRO
PAG049517	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Robin & Steven Stanko 575 Pine Ridge Road Sugar Grove, PA 16350-6835	Farmington Township Warren County	NWRO
PAG049527	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Christine & Samuel Mastrangelo 3220 Dutch Ridge Road Beaver, PA 15009-9771	Licking Township Clarion County	NWRO
PAG049589	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Justin & Lindsey Kramer 2603 Ludwick Road Sugar Grove, PA 16350-7215	Farmington Township Warren County	NWRO
PAG049597	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Brenda & Raymond Cooper 103 Colt Lane Warren, PA 16365-4396	Glade Township Warren County	NWRO
PAG100054	PAG-10 NPDES General Permit for Hydrostatic Test Water	New	MIPC LLC 920 Cherry Tree Road Aston, PA 19104	Upper Chichester Township Delaware County	SERO
PAG123583	PAG-12 NPDES General Permit for CAFOs	Renewal	Pigtail Acres LLC 1030 Girl Scout Road Stevens, PA 17578-9784	Clay Township Lancaster County	SCRO
PAG123818	PAG-12 NPDES General Permit for CAFOs	Renewal	Parx Casino & Racing 3001 Street Road Bensalem, PA 19020-2006	Bensalem Township Bucks County	SCRO
PAG123905	PAG-12 NPDES General Permit for CAFOs	Renewal	Stewhills Farm LLC 950 Muddy Creek Forks Road Airville, PA 17302-9303	Chanceford Township York County	SCRO
PAG124845	PAG-12 NPDES General Permit for CAFOs	Renewal	D & K Poultry LLC 66 Dundore Road Port Trevorton, PA 17864-9504	West Perry Township Snyder County	SCRO
6301408	Pump Stations Individual WQM Permit	Amendment	Donegal Township P.O. Box 310 34 N Liberty Street West Alexander, PA 15376-0310	Donegal Township Washington County	SWRO
3624401	Sewer Extensions Individual WQM Permit	New	HHF Real Estate Development LLC 616 Paxton Place Lititz, PA 17543-8274	Manor Township Lancaster County	SCRO
6521403	Sewer Extensions Individual WQM Permit	Amendment	Delmont Borough 3001 Meadowbrook Road Murrysville, PA 15668-1627	Murrysville Borough Westmoreland County	SWRO
PA0255955	Single Residence STP Individual NPDES Permit	Transfer	Richard Austin W 1141 Route 288 Fombell, PA 16123-2329	Franklin Township Beaver County	SWRO
PA0265861	Single Residence STP Individual NPDES Permit	Transfer	Jurkiewicz Briana & Joseph 3501 Spring Road Carlisle, PA 17013-8736	Middlesex Township Cumberland County	SCRO
0421405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Richard Austin W 1141 Route 288 Fombell, PA 16123-2329	Franklin Township Beaver County	SWRO
1683401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Campbell Jeffrey R 2005 Maxwell Lane Mars, PA 16046-2137	Monroe Township Clarion County	NWRO
2003427	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Michael E Burns & Michael P Cook 102 Jude Drive Pittsburgh, PA 15237-2528	West Shenango Township Crawford County	NWRO
2004405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Deacon Alexander 640 Ridge Road Pittsburgh, PA 15205-9500	Summerhill Township Crawford County	NWRO
2091403	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Panko Timothy J Jr 14140 Dickson Road Meadville, PA 16335-8062	West Mead Township Crawford County	NWRO
2095408	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Mook Jeremy 7655 Agnew Road Linesville, PA 16424-1515	Summit Township Crawford County	NWRO
2113402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Jurkiewicz Briana & Joseph 3501 Spring Road Carlisle, PA 17013-8736	Middlesex Township Cumberland County	SCRO
2524402	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Reiser David 13692 Ridge Road West Springfield, PA 16443-9446	McKean Township Erie County	NWRO
4300402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Mandy & Paul Hause 326 Greenville Road Greenville, PA 16125-3236	Salem Township Mercer County	NWRO
4301418	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Kenneth Jr & Stephanie Grubb 37 Kitch Road Greenville, PA 16125-9610	Otter Creek Township Mercer County	NWRO
4302406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Tyillian Stephen 2745 S Keel Ridge Road Hermitage, PA 16148-6329	Hermitage City Mercer County	NWRO
4391404	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Yoder Robert J 613 Conneaut Lake Road Adamsville, PA 16110-1103	Sugar Grove Township Mercer County	NWRO
4393415	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Heidi & Michael Kokoski 1831 N Vernon Road Fredonia, PA 16124-3215	Fairview Township Mercer County	NWRO
4396412	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	David & Debra Fockler 329 Sharon Bedford Road West Middlesex, PA 16159-2427	Shenango Township Mercer County	NWRO
4398401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Gary L Gerasimek P.O. Box 261 Sharpsville, PA 16150-0261	South Pymatuning Township Mercer County	NWRO
4399419	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	David & Jennifer Jarzab 3139 Frampton Road Hermitage, PA 16148-6205	Hermitage City Mercer County	NWRO
6202408	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Daric & Terilynn Wise 2601 S Roanoke Street Gilbert, AZ 85295-2371	Pittsfield Township Warren County	NWRO
6203402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Jeremy & Taryne Lewis 1385 Crippen Hill Road Pittsfield, PA 16340-6527	Brokenstraw Township Warren County	NWRO
6203417	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Donnell Brian 14300 Route 957 Sugar Grove, PA 16350-2806	Freehold Township Warren County	NWRO
6289409	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Anna & Randy Maring 2803 Pine Valley Road Columbus, PA 16405-3903	Freehold Township Warren County	NWRO
6293404	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Robert & Tyson Morrison 194 Rowley Road Sugar Grove, PA 16350-6424	Farmington Township Warren County	NWRO
6294403	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Tutmaher Shawn 734 Egypt Hollow Road Warren, PA 16365-8121	Glade Township Warren County	NWRO
6295406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Turner Jeffrey L 2332 Valentine Run Road Russell, PA 16345-3026	Farmington Township Warren County	NWRO
WQG01032401	WQG-01 WQM General Permit	New	Etheridge Kimberly 265 Wiest School Road Oley, PA 19547	Oley Township Berks County	SCRO
WQG01161301	WQG-01 WQM General Permit	Transfer	Hoffman Kevin S 783 Willow Avenue P.O. Box 10 Knox, PA 16232-1857	Porter Township Clarion County	NWRO
WQG018336	WQG-01 WQM General Permit	Transfer	Musciano Stephen 3019 Oakhurst Road Bethel Park, PA 15102-1224	Slippery Rock Township Butler County	NWRO
WQG018386	WQG-01 WQM General Permit	Transfer	Martin John E 4312 Neptune Drive Erie, PA 16506-3650	Columbus Township Warren County	NWRO
WQG018392	WQG-01 WQM General Permit	Transfer	Mark & Sarah Willard 8800 Route 59 Lewis Run, PA 16738-1724	Lafayette Township McKean County	NWRO
WQG018403	WQG-01 WQM General Permit	Transfer	Jesse & Jill Fitzgerald 52 Wildwood Lane Russell, PA 16345-5432	Pine Grove Township Warren County	NWRO
WQG018471	WQG-01 WQM General Permit	Transfer	Donald & Tina Baker 952 Fowler Brk Eldred, PA 16731-3028	Eldred Township McKean County	NWRO
WQG018498	WQG-01 WQM General Permit	Transfer	Michelle & Mickey Horne 335 Hilltop Lane Washington, PA 15301-1326	Deerfield Township Warren County	NWRO
WQG018541	WQG-01 WQM General Permit	Transfer	Headley Jean 102 Nursery Road Renfrew, PA 16053-9301	Connoquenessing Township Butler County	NWRO
WQG018611	WQG-01 WQM General Permit	Transfer	Adams Charles A 21632 Fisher Road Meadville, PA 16335-5474	Woodcock Township Crawford County	NWRO
WQG018684	WQG-01 WQM General Permit	Transfer	Jacqueline & Todd Graham 240 Mount Union Road Portersville, PA 16051-1112	Worth Township Butler County	NWRO
WQG018694	WQG-01 WQM General Permit	Transfer	Robin & Steven Stanko 575 Pine Ridge Road Sugar Grove, PA 16350-6835	Farmington Township Warren County	NWRO
WQG018704	WQG-01 WQM General Permit	Transfer	Christine & Samuel Mastrangelo 3220 Dutch Ridge Road Beaver, PA 15009-9771	Licking Township Clarion County	NWRO
WQG018757	WQG-01 WQM General Permit	Transfer	Justin & Lindsey Kramer 2603 Ludwick Road Sugar Grove, PA 16350-7215	Farmington Township Warren County	NWRO
WQG018765	WQG-01 WQM General Permit	Transfer	Brenda & Raymond Cooper 103 Colt Lane Warren, PA 16365-4396	Glade Township Warren County	NWRO
WQG018800	WQG-01 WQM General Permit	Transfer	Carol & Michael Hoskins 127 Hadley Road Greenville, PA 16125-9701	Hempfield Township Mercer County	NWRO

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

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 Northcentral Regional Office

 PA0232971, Sewage, SIC Code 4952, Franklin Township, P.O. Box 85, Lairdsville, PA 17742-0085. Facility Name: Lairdsville Wastewater Treatment Plant. This existing facility is located in Franklin Township, Lycoming 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), Little Muncy Creek, is located in State Water Plan watershed 10-D 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 0.018 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	3.5	6.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	4.5	6.5	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ultraviolet light dosage  (mjoules/cm2)	XXX	XXX	Report	XXX	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	60 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	9.7 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 Application No. PA0281727, Concentrated Animal Feeding Operation (CAFO), Hamilton Farm LLC (Hamilton Farm LLC CAFO), 10049 Ferguson Valley Road, Lewistown, PA 17044-8601.

 Hamilton Farm LLC has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Hamilton Farm LLC CAFO, located in Adams Township, Snyder County.

 The CAFO is situated near Unnamed Tributary of North Branch Middle Creek (CWF, MF) and Unnamed Tributary to Swift Run (HQ-CWF, MF) both in Watershed 6-A and are classified for Cold Water Fishes, Migratory Fishes, and High Quality—Cold Water Fishes, Migratory Fishes respectively. The CAFO is designed to maintain an animal population of approximately 805.56 animal equivalent units (AEUs) consisting of 5,400 Swine Grow Finish. Liquid swine manure is stored on the operation in an HDPE-Lined Lagoon. 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 570-327-3693.

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

 Northcentral Regional Office

 PA0232874, Storm Water, SIC Code 5169, American Rock Salt Company, LLC, P.O. Box 190, Mount Morris, NY 14510-0190. Facility Name: DuBois Salt Storage Facility. This existing facility is located in Sandy Township, Clearfield County.

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

 The receiving stream(s), Sandy Lick Creek, is located in State Water Plan watershed 17-C. The discharge is not expected to affect public water supplies.

 The proposed reporting requirements for Outfall 001 are:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Total Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	IMAX
Total Flow (Total Volume, Mgal)	Report	Report	XXX	XXX	XXX	XXX
Rainfall (In)	Report	Report	XXX	XXX	XXX	XXX

 The proposed reporting requirements for Internal Monitoring Point 102 are:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Cyanide, Free (ug/L)	XXX	XXX	XXX	Report	XXX	XXX
Chloride	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0060721, Sewage, SIC Code 4952, Pocono Plateau Christian Association, 304 Pocono Plateau Road, Cresco, PA 18326-7888. Facility Name: Pocono Plateau Treatment Plant. This existing facility is located in Barrett Township, Monroe County.

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

 The receiving stream(s), Unnamed Tributary to Taylor Creek (EV (existing use)), is located in State Water Plan watershed 1-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 0.015 MGD—Interim Limits.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	1.2	XXX	2.8
Ammonia-Nitrogen  May 1 - Oct 31	Report	XXX	XXX	13.0	XXX	26.0

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Ammonia-Nitrogen  May 1 - Oct 31	Report	XXX	XXX	10.9	XXX	21.8

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)  Nov 1 - Apr 30	Report	XXX	XXX	XXX	XXX	XXX
May 1 - Oct 31	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	20.0	XXX	40.0
Total Phosphorus	Report	XXX	XXX	0.5	XXX	1.0
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
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

 PA0061204, Sewage, SIC Code 4952, Aqua Pennsylvania Wastewater, Inc., 762 W. Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Lake Harmony WWTP. This existing facility is located in Kidder Township, Carbon 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, Shingle Mill Run (HQ-CWF, MF), is located in State Water Plan watershed 2-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From Permit Effective Date to 3 Years After Permit Effective Date)

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From 3 Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Copper, Total	0.04	XXX	XXX	0.012	XXX	0.018
Lead, Total	0.013	XXX	XXX	0.004	XXX	0.010

 -The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.09	XXX	0.20
Carbonaceous Biochemical Oxygen Demand (CBOD5)	33.4	XXX	XXX	10.0	XXX	20.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	60.0	XXX	XXX	18.0	XXX	36.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	20.0	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	6.6	XXX	XXX	2.0	XXX	4.0
Total Phosphorus	3.3	XXX	XXX	1.0	XXX	2.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From 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 Dissolved Solids	Report Avg Qrtly	XXX	XXX	1,000 Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 • Solids Management

 • Corrosion Control Feasibility Study

 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

 PA0061361, Sewage, SIC Code 4952, Smithfield Sewer Authority, 1155 Red Fox Road, East Stroudsburg, PA 18301-9106. Facility Name: Smithfield Wastewater Treatment Plant. This existing facility is located in Smithfield Township, Monroe County.

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

 The receiving stream(s), Unnamed Tributary to Sambo Creek (CWF, MF), is located in State Water Plan watershed 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 0.4 MGD—Interim Limits.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Average Monthly	Weekly Average	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	0.68
Carbonaceous Biochemical Oxygen Demand (CBOD5)	83.0	130	25.0	40.0	XXX	50.0
Copper, Total	Report	XXX	Report	Report Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD—Final Limits.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Average Monthly	Weekly Average	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	0.66
Carbonaceous Biochemical Oxygen Demand (CBOD5)	76.7	115.1	23.0	34.5	XXX	46.0
Copper, Total	0.069	0.11 Daily Max	0.021	0.032 Daily Max	XXX	0.052

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	100	150	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	25	XXX	XXX	7.5	XXX	15.0
May 1 - Oct 31	8.3	XXX	XXX	2.5	XXX	5.0
Zinc, Total	Report	XXX	Report Avg Mo	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Nitrate as N	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

 • Requirements for Total Copper

 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

 PAI132204, MS4, P.O. Box 210, Old Zionsville, PA 18068-0210.

 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 Upper Milford Township, Lehigh County. The receiving streams, Leibert Creek (HQ-CWF, MF), Unnamed Tributary to Swabia Creek (HQ-CWF, MF), Unnamed Tributary of Hosensack Creek (CWF, MF), Unnamed Tributary to Hosensack Creek (CWF, MF), Unnamed Tributary to Leibert Creek (HQ-CWF, MF), and Unnamed Tributary to Little Lehigh Creek (HQ-CWF, MF), are located in State Water Plan watershed 2-C and 3-E and are classified for High Quality—Cold Water, Migratory Fish, Cold Water Fishes, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Northeast Regional Office

 PA0275972, Storm Water, SIC Code 4225, Behr Process Corporation, 9670 West Hills Court, Kutztown, PA 19530. Facility Name: Kutztown Distribution Center. This existing facility is located in Weisenberg Township, Lehigh County.

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

 The receiving stream(s), Unnamed Tributary to Lyon 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 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.

 Northwest Regional Office

 PA0265781, Industrial, SIC Code 4941, Slippery Rock Municipal Authority, 116 Crestview Drive, Slippery Rock, PA 16057-0157. Facility Name: Slippery Rock Borough WTP. This existing facility is located in Slippery Rock Township, Butler County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01 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 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	10
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.19 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Total Dissolved Solids	Report	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	5,000 Annl Avg	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	10
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5

 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 not in effect.

 Southcentral Regional Office

 PA0088528, Sewage, SIC Code 4952, Tulpehocken Township, P.O. Box 272, Rehrersburg, PA 19550-0272. Facility Name: Tulpehocken Township Rehrersburg STP. This existing facility is located in Tulpehocken Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary to Little Swatara Creek, is located in State Water Plan watershed 7-D and is classified for CWF, 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 .065 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	13.5	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	16.3	XXX	XXX	30.0	XXX	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	3.9	XXX	XXX	7.2	XXX	14.4
May 1 - Oct 31	1.3	XXX	XXX	2.4	XXX	4.8
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	1.1	XXX	XXX	2.0	XXX	4

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

 • Proper Handling and Disposal of Sludge

 • Sludge Reporting to DEP including a Sewage Sludge Management Inventory annually.

 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

 PA0266566, Sewage, SIC Code 4952, Jackson Township Sewer Authority, 439 Roth Church Road, Spring Grove, PA 17362-8872. Facility Name: Jackson Township STP. This existing facility is located in Jackson Township, York County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .8 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .8 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	100	155	XXX	15.0	23.0	30
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	194	291	XXX	30.0	45.0	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	90.0	XXX	XXX	13.5	XXX	27
May 1 - Oct 31	30.0	XXX	XXX	4.5	XXX	9
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	12	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	XXX	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	10,958 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	1,461 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0009458, Industrial, SIC Code 3231, Pittsburgh Glass Works LLC, 4408 E Pleasant Valley Boulevard, Tyrone, PA 16686-7029. Facility Name: Pittsburgh Glass Works LLC. This existing facility is located in Antis Township, Blair County.

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

 The receiving stream(s), Little Juniata River (TSF), is located in State Water Plan watershed 11-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .266 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
Temperature (deg F) (°F)	XXX	XXX	XXX	110	Report Daily Max	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0087891 A-1, Storm Water, SIC Code 5191, Growmark FS LLC, 1705 Towanda Avenue, Bloomington, IL 61701-2040. Facility Name: Growmark FS LLC. This existing facility is located in Latimore Township, Adams County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of stormwater associated with industrial activities.

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

 The proposed effluent limits for Outfalls 001 and 002:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Atrazine	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003:

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for TSS)

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0027421, Sewage, SIC Code 4952, Norristown Municipal Waste Authority, 235 East Airy Street, Norristown, PA 19401. Facility Name: Norristown Borough STP. This existing facility is located in Norristown Borough, Montgomery 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, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 9.75 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 9.75 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	2,030	3,250	XXX	25	40 Wkly Avg	50
May 1 - Oct 31	1,630	2,440	XXX	20	30 Wkly Avg	40
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	2,440	3,660	XXX	30	45 Wkly Avg	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	1,630	XXX	XXX	20	XXX	40
May 1 - Oct 31	810	XXX	XXX	10	XXX	20
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 9.75 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	XXX	2,500
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Pimephales Growth (TUc)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 9.75 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

 Stormwater Outfall 004 is not required to be monitored.

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

 A. No Stormwater to Sewers

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Minimization

 E. Notification of Designation of Responsible Operator

 F. Fecal Coliform Reporting

 G. Operations and Maintenance Plan

 H. Pretreatment Program Implementation

 I. Solids Management

 J. Whole Effluent Toxicity Testing

 K. Stormwater Requirements

 L. PCB Pollutant Minimization Plan and Monitoring

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

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PAI130065, MS4, Upper Dublin Township, 370 Commerce Drive, Fort Washington, PA 19034.

 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 Upper Dublin Township, Montgomery County. The receiving stream(s), Pine Run (TSF, MF), Wissahickon Creek (TSF, MF), Unnamed Tributary of Park Creek (WWF, MF), Sandy Run (TSF, MF), Unnamed Tributary to Wissahickon Creek (TSF, MF), and Unnamed Tributary to Pennypack Creek (TSF, MF), is located in State Water Plan watershed 2-F, 3-F, and 3-J and is classified for Trout Stocking, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Pollutant Reduction Plan (PRP)

 • A Total Maximum Daily Load (TMDL) Plan

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

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

 Southeast Regional Office

 PAI130518, MS4, East Vincent Township, 262 Ridge Road, Spring City, PA 19475-2203.

 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 East Vincent Township, Chester County. The receiving stream(s), Unnamed Tributary to French Creek (HQ-TSF, MF), Unnamed Tributary to Schuylkill River, Unnamed Tributary of Pigeon Creek (HQ-TSF, MF), and Stony Run (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Migratory Fish and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southeast Regional Office

 PA0035297, Storm Water, SIC Code 5171, Energy Transfer Marketing & Terminals LP, 4041 Market Street, Aston, PA 19014. Facility Name: Twin Oaks Terminal. This existing facility is located in Upper Chichester Township, Delaware County.

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

 The receiving stream, Dutton Run (WWF, MF), is located in State Water Plan watershed 3-G 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 an average stormwater flow.—Limits.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (GPD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	XXX	30.0

 The proposed effluent limits for Outfall 002 are based on an average stormwater flow.—Limits.

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

 The proposed effluent limits for Outfall 002 are based on an average stormwater flow.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (GPD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	XXX	30.0

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

 1. Stormwater Outfalls

 2. Best Management Practices

 3. Stormwater Monitoring

 4. Routine Inspections

 5. PPC Plan

 6. Acquiring Necessary Property Rights

 7. Proper Sludge Disposal

 8. TMDL/WLA Analysis

 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.

 Southwest Regional Office

 PA0218413 A-1, Sewage, SIC Code 4952, Economy Borough Municipal Authority, 2860 Conway Wallrose Road, Baden, PA 15005-2306. Facility Name: Big Sewickley Creek WWTP. This existing facility is located in Economy Borough, Beaver County.

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

 The receiving stream(s), Big Sewickley Creek (TSF), is located in State Water Plan watershed 20-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Cyanide, Free (ug/L)	0.063	0.094	XXX	6.0	9.0	14

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Cyanide, Free (ug/L)	0.051	0.092	XXX	4.91	8.82	12.3

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	145.0	215.0	XXX	14.0	21.0	28
May 1 - Oct 31	95.0	145.0	XXX	9.5	14.0	19
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	310.0	465.0	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
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	36.0	XXX	XXX	3.5	XXX	7
May 1 - Oct 31	20.0	XXX	XXX	2.0	XXX	4
Boron, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Copper, Total (ug/L)	0.15	0.19 Daily Max	XXX	14.6	18.3 Daily Max	18.3
Zinc, Total (ug/L)	1.59	1.95 Daily Max	XXX	153.0	187.0 Daily Max	187

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0097110, Industrial, SIC Code 4953, Shade Landfill Inc., 1176 No 1 Road, Cairnbrook, PA 15924-8406. Facility Name: Shade Landfill. This existing facility is located in Shade Township, Somerset County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .031 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.04	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	37.0	140.0	XXX
Total Suspended Solids	XXX	XXX	XXX	23.0	46.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	4.9	10.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Antimony, Total	XXX	XXX	XXX	0.018	0.036	XXX
Boron, Total	XXX	XXX	XXX	13.7	27.4	XXX
Iron, Dissolved	XXX	XXX	XXX	0.53	1.06	XXX
Iron, Total	XXX	XXX	XXX	2.6	5.2	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	XXX	XXX	XXX	0.45	0.90	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	0.11	0.20	XXX
4,4-DDD (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Phenol	XXX	XXX	XXX	0.015	0.026	XXX
a-Terpineol	XXX	XXX	XXX	0.016	0.033	XXX
Benzoic Acid	XXX	XXX	XXX	0.071	0.12	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodiphenylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
p-Cresol	XXX	XXX	XXX	0.014	0.025	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .031 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.04	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	37.0	140.0	XXX
Total Suspended Solids	XXX	XXX	XXX	23.0	46.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	4.9	10.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Antimony, Total	XXX	XXX	XXX	0.018	0.036	XXX
Boron, Total	XXX	XXX	XXX	13.7	27.4	XXX
Iron, Dissolved	XXX	XXX	XXX	0.53	1.06	XXX
Iron, Total	XXX	XXX	XXX	2.6	5.2	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	XXX	XXX	XXX	0.45	0.90	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	0.11	0.20	XXX
4,4-DDD (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Phenol	XXX	XXX	XXX	0.015	0.026	XXX
a-Terpineol	XXX	XXX	XXX	0.016	0.033	XXX
Benzoic Acid	XXX	XXX	XXX	0.071	0.12	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodiphenylamine (ug/L)	XXX	XXX	XXX	0.21	0.33	XXX
p-Cresol	XXX	XXX	XXX	0.014	0.025	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .034 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Cobalt, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.0	6.0	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
4,4-DDD (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dieldrin (ng/L)	XXX	XXX	XXX	Report	Report	XXX
Heptachlor Epoxide (ug/L)	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .034 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Cobalt, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.0	6.0	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
4,4-DDD (ug/L)	XXX	XXX	XXX	0.003	0.004	XXX
Dieldrin (ng/L)	XXX	XXX	XXX	0.03	0.04	XXX
Heptachlor Epoxide (ug/L)	XXX	XXX	XXX	0.0008	0.001	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	2.0	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 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	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	2.0	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	2.0	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	2.0	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0255335 A-2, Industrial, SIC Code 4953, Allegheny Energy Supply Co. LLC, 800 Cabin Hill Drive, Greensburg, PA 15601. Facility Name: Mitchell FGD Landfill. This existing facility is located in Union Township, Washington County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .068 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of .068 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Cobalt, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of .068 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Max	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	10.0	15.7	XXX
Boron, Total	XXX	XXX	XXX	1.6	2.5	XXX
Cobalt, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	1.6	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PAI136144, MS4, Borough of Dormont Stormwater Authority and Borough of Dormont, 1444 Hillsdale Avenue, Suite 10, Pittsburgh, PA 15216-2091.

 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 Dormont Borough, Allegheny County. The receiving stream(s), Unnamed Tributary to Sawmill Run, is located in State Water Plan watershed 20-F and is classified for 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 412-442-4000.

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

 Southwest Regional Office

 PA0214396, Storm Water, SIC Code 5052, Three Rivers Marine & Rail Terminal LLC, 107 Pennsylvania Avenue, P.O. Box 100, Dunlevy, PA 15432-0100. Facility Name: Three Rivers Marine & Rail Glassport Facility. This existing facility is located in Glassport Borough, Allegheny County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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
Total Dissolved 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
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

 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	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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
Total Dissolved 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
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

 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	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

---

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

---

 Northeast Regional Office

 Applicant: Core5 Industrial Partners, c/o Brian Reisinger

 Applicant Address: 1250 N. Mountain Road, Harrisburg, PA 17112

 Application Number: PAD390269

 Application Type: New

 Municipality/County: Lowhill Township, Lehigh County

 Project Site Name: Core5 at Route 100

 Total Earth Disturbance Area (acres): 14.13 acres

 Surface Waters Receiving Stormwater Discharges: Tributary to Jordan Creek (aka Cherith Brook) (HQ-CWF, MF), EV Wetlands

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

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

 Project Description: The proposed improvements include constructing a new ±100,569 SF warehouse, associated parking, stormwater management facilities, utility connections/stubs, etc.

 Special Conditions: See Part C of the Draft Permit including Riparian Buffer Implementation Requirements & Potential Impacts to EV Wetlands

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

 Northeast Regional Office

 Applicant: JLM Real Estate Investments, LLC

 Applicant Address: 950 E. Main Street, P.O. Box 472, Schuylkill Haven, PA 17972-0472

 Application Number: PAD350049

 Application Type: New

 Municipality/County: Covington Township, Lackawanna County

 Project Site Name: Daleville Dollar General and Auto Zone

 Total Earth Disturbance Area (acres): 3.02 acres

 Surface Waters Receiving Stormwater Discharges: Roaring Brook (HQ-CWF, MF)

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

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

 Project Description: To construct two new commercial businesses, associated parking areas, connection to an existing sewer line, new wells and stormwater management BMPs.

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

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

 Northeast Regional Office

 Applicant: New Tripoli Bank, c/o Kate Hart Zayaitz

 Applicant Address: 6748 Madison Street, New Tripoli, PA 18066-3944

 Application Number: PAD390040

 Application Type: Renewal

 Municipality/County: North Whitehall Township, Lehigh County

 Project Site Name: Parkland Pointe

 Total Earth Disturbance Area (acres): 20.43 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Mill Creek (CWF, MF), EV Wetlands

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

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

 Project Description: The construction of 23 single family detached dwellings on an internal roadway system with associated grading, utilities, storm sewer, and storm sewer 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: PennDOT Engineering District 6-0

 Applicant Address: 7000 Geerdes Boulevard, King of Prussia, PA 19406-1525

 Application Number: PAD150314

 Application Type: New

 Municipality/County: London Britain Township and Franklin Township, Chester County

 Project Site Name: SR 0896 Safety Project

 Total Earth Disturbance Area (acres): 37.96 acres

 Surface Waters Receiving Stormwater Discharges: Big Elk Creek (HQ, TSF), Christina River (WWF)

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

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

 Project Description: This project consists of five miles of safety improvements. 70% of the project length is overlay with minor shoulder widening. There are 7 areas of pavement reconstruction for safety improvements including construction of a roundabout at the SR 896 and SR 841 intersection.

 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: Pennsylvania Department of Transportation

 Applicant Address: 400 North Street, 8th Floor, Harrisburg, PA 17105

 Application Number: PAD150178 A-1

 Application Type: Major Amendment

 Municipality/County: City of Coatesville, Chester County

 Project Site Name: Coatesville Train Station

 Total Earth Disturbance Area (acres): 6.34 acres

 Surface Waters Receiving Stormwater Discharges: West Branch Brandywine Creek (WWF, MF)

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

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

 Project Description: Applicant proposes the construction of a new Coatesville Amtrak station—including realignment of Fleetwood Street, new rider platforms, and a surface parking lot. Major Amendment request: Surface parking lot location has been moved to the east. Rain Garden # 2 has been adjusted accordingly, and Rain Garden # 3 has been added south of the surface parking lot and east of Rain Garden # 2.

 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: Nazareth Borough Municipal Authority

 Applicant Address: 872 Tatamy Road, Nazareth, PA 18064

 Application Number: PAD480210

 Application Type: New

 Municipality/County: Lower Nazareth Township, Northampton County

 Project Site Name: Georgetown Manor Sanitary Sewer Project

 Total Earth Disturbance Area (acres): 1.18 acres

 Surface Waters Receiving Stormwater Discharges: East Branch Monocacy Creek (HQ-CWF, MF), UNT to East Branch Monocacy Creek (HQ-CWF, MF), and UNT to Schoeneck Creek (WWF, MF)

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

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

 Project Description: The project involves the extension of public sewer facilities to serve single family residential properties in the Georgetown Manor and Christian Springs Acres subdivisions.

 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.

 Southcentral Regional Office

 Applicant: MPL SGH Holdings, LLC

 Applicant Address: 1274 Falls Grove Lane, York, PA 17404

 Application Number: PAD670097

 Application Type: New

 Municipality/County: Springfield Township, York County

 Project Site Name: Scandinavian Forestry Equipment

 Total Earth Disturbance Area (acres): 3.89 acres

 Surface Waters Receiving Stormwater Discharges: Seaks Run (HQ-CWF)

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

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

 Project Description: Commercial facility with on-site outdoor displays and storage areas.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: MidPenn Estates

 Applicant Address: 4400 Deer Path Road, Suite 2, Harrisburg, PA 17110

 Application Number: PAD670106

 Application Type: New

 Municipality/County: Carroll Township, York County

 Project Site Name: Somerton Glen

 Total Earth Disturbance Area (acres): 5.05 acres

 Surface Waters Receiving Stormwater Discharges: Dogwood Run (CWF) via EV Wetlands and UNT to Dogwood Run (CWF) 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: Ten lot single family detached residential subdivision on cul-de-sac street.

 Special Conditions: Wetland Monitoring

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

 Southcentral Regional Office

 Applicant: Weaverland Valley Authority

 Applicant Address: 4610 Division Highway, East Earl, PA 17519

 Application Number: PAD360034

 Application Type: Renewal

 Municipality/County: Terre Hill Borough and East Earl Township, Lancaster County

 Project Site Name: Weaverland Valley Authority WWTP & Collection and Conveyance System

 Total Earth Disturbance Area (acres): 9.48 acres

 Surface Waters Receiving Stormwater Discharges: Conestoga River (WWF, MF), Cedar Creek (WWF, MF) and an Unnamed Tributary (UNT) to Black Creek (HQ-CWF, MF)

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

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

 Project Description: Construction of the WVA Regional Wastewater Treatment Facility (WWTF), the Terre Hill Pump Station, the Frogtown Pump Station and the construction activities for the associated collection and conveyance system.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: I80-115 C-1 Site, LLC

 Applicant Address: 186 Murphy Run Road, Stroudsburg, PA 18380

 Application Number: PAD450168

 Application Type: New

 Municipality/County: Tunkhannock Township, Monroe County

 Project Site Name: I80-115 C-1 Site, LLC

 Total Earth Disturbance Area (acres): 92.5 acres

 Surface Waters Receiving Stormwater Discharges: EV Wetlands to Mud Pond Run (EV), EV Wetlands to Tunkhannock Creek (EV)

 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 of a six lot commercial/industrial project, including a donut shop/pizza parlor, pharmacy, two (2) fast food restaurants, convenience store with gas pumps, office building, truck stop/restaurant, and two (2) warehouses, including roads, parking, utilities and stormwater management facilities.

 Special Conditions: Installation of monitoring wells to monitor groundwater levels, perform plant species survey and regular re-delineation of wetlands to evaluate potential impacts to EV wetlands as a result of the project.

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

 Southeast Regional Office

 Applicant: Pennsylvania American Water

 Applicant Address: 852 Wesley Drive, Mechanicsburg, PA 17055-4436

 Application Number: PAD150269 A-1

 Application Type: Major Amendment

 Municipality/County: East Vincent Township, Chester County

 Project Site Name: Lock 57 Water Treatment Plant

 Total Earth Disturbance Area (acres): 15.87+1.79 acres

 Surface Waters Receiving Stormwater Discharges: Schuylkill 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: Replacement of existing Shady Lane Water Treatment Plant and construction of new water treatment plant. Includes new intake, raw water pumping station, water treatment plant, and transmission main between the two facilities. An additional 1.79 acres of disturbance is being added for contractor laydown area, topsoil stockpile and removal of the existing intake structure.

 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: Grogan Investment Properties, LP

 Applicant Address: 1595 Paoli Pike, West Chester, PA 19380

 Application Number: PAD150330

 Application Type: New

 Municipality/County: Willistown Township, Chester County

 Project Site Name: 337 Boot Road

 Total Earth Disturbance Area (acres): 1.89 acres

 Surface Waters Receiving Stormwater Discharges: Trib 00679 to Ridley Creek (HQ, TSF), Trib 00680 to Ridley 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: The applicant is proposing the construction of one single family residential dwelling on 4.0 acres located at 337 Boot Road in Willistown Township, Chester County.

 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: SBCM, Inc. t/a Short Brothers

 Applicant Address: 121 W. Miner St, Suite 100, West Chester, PA 19382

 Application Number: PAD150326

 Application Type: New

 Municipality/County: New Garden Township, Chester County

 Project Site Name: Thompson Property

 Total Earth Disturbance Area (acres): 31.87 acres

 Surface Waters Receiving Stormwater Discharges: UNT to West Branch Red Clay Creek (TSF-MF)

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

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

 Project Description: Demolish existing agricultural structures and greenhouses, construct 51 new single family lots with related improvements to roadways, sewage pump station, and stormwater facilities.

 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: The Giant Company, LLC

 Applicant Address: 1149 Harrisburg Pike, Carlisle, PA 17013

 Application Number: PAD210110

 Application Type: New

 Municipality/County: Middlesex Township, Cumberland County

 Project Site Name: Tender Years Child Development Center

 Total Earth Disturbance Area (acres): 2 acres

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

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

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

 Project Description: Construction of a childcare facility.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Eagle Rock Resort Company

 Applicant Address: 1 Country Club Road, Hazle Township, PA 18202

 Application Number: PAD540023

 Application Type: New

 Municipality/County: North Union Township, Schuylkill County

 Project Site Name: Eagle Rock AW South AV-1, AV-2, HF-1, HF-2, HF-3, HF-4

 Total Earth Disturbance Area (acres): 214.85 acres

 Surface Waters Receiving Stormwater Discharges: 1. Tomhicken Creek (CWF, MF) 2. Little Tomhicken Creek (CWF, MF) 3. UNT to Tomhicken Creek (CWF, MF) 4. UNT to Sugarloaf Creek (CWF, MF) 5. Sugarloaf Creek (CWF, MF) 6. Little Crooked Run (CWF, MF) 7. 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: This project consists of the renewal of an existing NPDES permit (PAI025411002(5)), which will include the following sections of Eagle Rock: AW South, AV-1, AV-2, HF-1, HF-2, HF-3, and HF-4. Utility work will also occur between various phases.

 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: Pocono International Raceway, Inc.

 Applicant Address: P.O. Box 500, Long Pond, PA 18334

 Application Number: PAD450194

 Application Type: New

 Municipality/County: Tunkhannock Township, Monroe County

 Project Site Name: Pocono Raceway Fill Site

 Total Earth Disturbance Area (acres): 5.13 acres

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

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

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

 Project Description: Fill site to accommodate fill material from maintenance activities elsewhere on the site.

 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: PPL Electric Utilities Corporation

 Applicant Address: 1639 Church Road, Allentown, PA 18104

 Application Number: PA450003D

 Application Type: New

 Municipality/County: Stroud Township, Smithfield Township and Middle Smithfield Township, Monroe County

 Project Site Name: PPL Foxhill-Shawnee/Shawnee-Bushkill

 Total Earth Disturbance Area (acres): 125.8 acres

 Surface Waters Receiving Stormwater Discharges: Cherry Creek (HQ-CWF/MF), Brodhead Creek (CWF, MF), EV Wetland to Candle Creek (EV), Marshalls Creek (HQ-CWF/MF), UNT to Marshalls Creek (HQ-CWF, MF), Shawnee Creek (HQ-CWF, MF), Wetlands to Shawnee Creek (HQ-CWF, MF), Wetlands to Sand Hill Creek (HQ-CWF, MF), Sand Hill Creek (HQ-CWF, MF) and Pond 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: Reconstruction of 10.5 miles of existing transmission lines, including removal and replacement of transmission towers.

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

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

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