NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 3420]
[Saturday, June 15, 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
1024806	Joint DEP/PFBC Pesticides Permit	New	Middlesex Crossings HOA 2005 Ringold Court Valencia, PA 16059-1120	Middlesex Township Butler County	NWRO
1520812	Joint DEP/PFBC Pesticides Permit	Amendment	Brook Crossing HOA 199 Crossing Boulevard East Fallowfield, PA 19320-4345	East Fallowfield Township Chester County	SERO
3524802	Joint DEP/PFBC Pesticides Permit	New	Donova Nichole 460 Stone Road North Abington Township, PA 18414-8127	North Abington Township Lackawanna County	NERO
3724807	Joint DEP/PFBC Pesticides Permit	New	Janet Carbone 7421 Old Route 422 Portersville, PA 16051-5605	Slippery Rock Township Lawrence County	NWRO
4621821	Joint DEP/PFBC Pesticides Permit	Amendment	Rubin Michael 600 Great Springs Road Bryn Mawr, PA 19010-1702	Lower Merion Township Montgomery County	SERO
5213844	Joint DEP/PFBC Pesticides Permit	Amendment	Gold Key CC Inc. 111 Gold Key Road Milford, PA 18337	Dingman Township Pike County	NERO
5213845	Joint DEP/PFBC Pesticides Permit	Amendment	Gold Key CC Inc. 111 Gold Key Road Milford, PA 18337	Dingman Township Pike County	NERO
5213846A-1	Joint DEP/PFBC Pesticides Permit	Amendment	Gold Key CC Inc. 111 Gold Key Road Milford, PA 18337	Dingman Township Pike County	NERO
5813823	Joint DEP/PFBC Pesticides Permit	Renewal	Idlewild Lake Association P.O. Box 156 Clifford, PA 18413-0156	Clifford Township Susquehanna County	NERO
5813824	Joint DEP/PFBC Pesticides Permit	Renewal	Quarry Hill Farms 136 Gunn Hill Road Nicholson, PA 18446-7799	Clifford Township Susquehanna County	NERO
6421810	Joint DEP/PFBC Pesticides Permit	Amendment	Schoenfeld Steven 361 Stalker Road Equinunk, PA 18417-3522	Damascus Township Wayne County	NERO
6424808	Joint DEP/PFBC Pesticides Permit	New	Lockwood Margaret 218 Mican Road Waymart, PA 18472-3035	Canaan Township Wayne County	NERO
6424809	Joint DEP/PFBC Pesticides Permit	New	Cain Dianne 7 Cindy Court Millstone Township, NJ 08510-7995	Oregon Township Wayne County	NERO
1800403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Western Clinton County Municipal Authority P.O. Box 363 Renovo, PA 17764-0363	Renovo Borough Clinton County	NCRO
3624403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Northwestern Lancaster County Authority 97 N Penryn Road Manheim, PA 17545-9326	Penn Township Lancaster County	SCRO
4606408	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Upper Providence Township Montgomery County	SERO
6793404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	The York Water Co. 130 E Market Street York, PA 17401-1219	Springfield Township York County	SCRO
NOEX01202	No Exposure Certification	Renewal	Bethlehem Apparatus Co. Inc. 890 Front Street P.O. Box Y Hellertown, PA 18055-1507	Hellertown Borough Northampton County	NERO
NOEX01302	No Exposure Certification	Renewal	Bethlehem Apparatus Co. Inc. 935 Bethlehem Drive Bethlehem, PA 18017	Bethlehem City Northampton County	NERO
PAG030321	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Green Lane Auto Sales & Parts Inc. 3000 Geryville Pike Pennsburg, PA 18073-2607	Marlborough Township Montgomery County	SERO
PAG036157	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Chestnut Ridge Foam Inc. 443 Warehouse Drive Latrobe, PA 15650-3573	Derry Township Westmoreland County	SWRO
PAG036582	PAG-03 NPDES General Permit for Industrial Stormwater	New	Joseph B Fay Co. 2 Allegheny Center Nova Tower 2 Suite 800 Pittsburgh, PA 15212-5402	Jefferson Hills Borough Allegheny County	SWRO
PAG038343	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	FedEx Ground Pkg System Inc. Environmental Services 1000 FedEx Drive Moon Township, PA 15108	Jackson Township Butler County	NWRO
PAG038368	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	United Parcel Service Inc. 55 Glenlake Parkway Atlanta, GA 30328-3474	Jackson Township Butler County	NWRO
PAG038412	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Mersen USA GS Corp— St Marys 215 Stackpole Street Saint Marys, PA 15857-1401	Saint Marys City Elk County	NWRO
PAG038499	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Cronimet Specialty Metals USA Inc. 40 Council Avenue Wheatland, PA 16161	Wheatland Borough Mercer County	NWRO
PAG038501	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	M & B Redi Mix Inc. dba Dubrook 15303 Route 322 Clarion, PA 16214-6265	Saint Marys City Elk County	NWRO
PAG041167	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Tudor David 1251 Quaker Hill Road Warren, PA 16365-4205	Glade Township Warren County	NWRO
PAG041340	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Kim & Ron Irwin 2340 Election House Road Cochranton, PA 16314-5136	Fairfield Township Crawford County	NWRO
PAG041347	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Isenberg William J 105 Arberg Lane Slippery Rock, PA 16057-1801	Mercer Township Butler County	NWRO
PAG041349	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Sandra & William Tracy 43224 Gilson Ridge Road Titusville, PA 16354-4506	Oil Creek Township Crawford County	NWRO
PAG041353	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Supports Inc. 21635 Star Route Meadville, PA 16335	Vernon Township Crawford County	NWRO
PAG041361	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Corey & Maria Ivonne Norman 5564 W Center Road Linesville, PA 16424-7744	Conneaut Township Crawford County	NWRO
PAG041362	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Miller Alex R 3813 Williams Road Erie, PA 16510-6101	Harborcreek Township Erie County	NWRO
PAG045139	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Roscoe Devon E 111 Kennel Lane Port Matilda, PA 16870-8005	Huston Township Centre County	NCRO
PAG045302	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Morgan Beacker & Mark Gower 50 Shaw Road Williamsport, PA 17701-9707	Loyalsock Township Lycoming County	NCRO
PAG120012	PAG-12 NPDES General Permit for CAFOs	New	Smoker Jay M 301 Glen Run Road Atglen, PA 19310-1626	West Fallowfield Township Chester County	SCRO
PAG122212	PAG-12 NPDES General Permit for CAFOs	Renewal	AG Ventures LLC 345 W High Street Elizabethtown, PA 17022	Salem Township Luzerne County	SCRO
PAG122217	PAG-12 NPDES General Permit for CAFOs	Renewal	Manbeck Dwight 917 Schwartz Valley Road Schuylkill Haven, PA 17972	Wayne Township Schuylkill County	SCRO
PAG123511	PAG-12 NPDES General Permit for CAFOs	Renewal	Goss Timothy R 123 Decatur Road McClure, PA 17841	Decatur Township Mifflin County	SCRO
PAG123562	PAG-12 NPDES General Permit for CAFOs	Renewal	Nolt Cleason 351 Elco Drive Myerstown, PA 17067-2608	Jackson Township Lebanon County	SCRO
PAG123612	PAG-12 NPDES General Permit for CAFOs	Renewal	Nolt John 10190 Mountain Road Port Royal, PA 17082	Turbett Township Juniata County	SCRO
PAG123613	PAG-12 NPDES General Permit for CAFOs	Renewal	Meadow Spring Acres LLC 1871 Smith Station Road Spring Grove, PA 17362-8977	Heidelberg Township York County	SCRO
PAG123791	PAG-12 NPDES General Permit for CAFOs	Renewal	Mike Cassel 259 Auction Road Manheim, PA 17545-9744	Penn Township Lancaster County	SCRO
PAG123792	PAG-12 NPDES General Permit for CAFOs	Renewal	Yippee! Farms LLC 880 Pinkerton Road Mount Joy, PA 17552-9241	Rapho Township Lancaster County	SCRO
PAG123886	PAG-12 NPDES General Permit for CAFOs	Renewal	Eric Newswanger 107 Awol Road Jonestown, PA 17038	Union Township Lebanon County	SCRO
PAG123893	PAG-12 NPDES General Permit for CAFOs	Renewal	Fair Family Farms LLC 3949 Allegheny Road Manns Choice, PA 15550-7816	Harrison Township Bedford County	SCRO
PAG123899	PAG-12 NPDES General Permit for CAFOs	Renewal	Finkbiner Craig D 2452 Free Spring Church Road McAlisterville, PA 17049-8593	Fayette Township Juniata County	SCRO
PAG123923	PAG-12 NPDES General Permit for CAFOs	Renewal	Hissong Farmstead Inc. 7951 Lemar Road Mercersburg, PA 17236-9559	Montgomery Township Franklin County	SCRO
1524405	Pump Stations Individual WQM Permit	New	East Coventry Township Chester County P.O. Box 689 Devon, PA 19333-0689	East Coventry Township Chester County	SERO
4004405	Pump Stations Individual WQM Permit	Amendment	Hazle Township Municipal Authority Luzerne County P.O. Box 502 Harleigh, PA 18225-0502	Hazle Township Luzerne County	NERO
PA0291790	Single Residence STP Individual NPDES Permit	Transfer	Labonte Dustin 14600 Burnt Mill Road Shippensburg, PA 17257-9111	Lurgan Township Franklin County	SCRO
1402402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Roscoe Devon E 111 Kennel Lane Port Matilda, PA 16870-8005	Huston Township Centre County	NCRO
2823401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Labonte Dustin 14600 Burnt Mill Road Shippensburg, PA 17257-9111	Lurgan Township Franklin County	SCRO

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

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 Northcentral Regional Office

 PA0024759, Sewage, SIC Code 4952, Curwensville Municipal Authority, 314 South Street, Curwensville, PA 16833-1237. Facility Name: Curwensville Municipal Authority Wastewater Treatment Plant. This existing facility is located in Curwensville Borough, Clearfield County.

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

 The receiving stream(s), West Branch Susquehanna River, is located in State Water Plan watershed 8-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.8 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	165	265	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	200	300	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	XXX	XXX	Report	XXX	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
Copper, Total	0.65	1.02 Daily Max	XXX	0.098	0.15 Daily Max	0.24
Zinc, Total	5.35	8.34 Daily Max	XXX	0.8	1.25 Daily Max	2

 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	13,698 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)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	1,826 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 570-327-3693.

 The EPA Waiver is not in effect.

 Northcentral Regional Office

 PA0113514, Sewage, SIC Code 4952, Madison Township, Columbia County, P.O. Box 620, Millville, PA 17846-0620. Facility Name: Madison Township Hilner Sewer System STP. This existing facility is located in Madison Township, Columbia County.

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

 The receiving stream(s), Unnamed Tributary to Mud Creek (WWF), is located in State Water Plan watershed 10-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00175 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

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

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0233889, Concentrated Animal Feeding Operation (CAFO), Troester Dairy (Troester Dairy Union County), 175 Cannon Road, Mifflinburg, PA 17844-7714.

 Troester Dairy has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Troester Dairy Union County, located in Buffalo Township, Union County.

 The CAFO is situated near Unnamed Tributary of Mill Race (CWF, MF) and Unnamed Tributary of Mill Race (CWF) in Watershed 10-C, which is classified for Cold Water Fishes and Migratory Fishes. The CAFO is designed to maintain an animal population of approximately 2,026.95 animal equivalent units (AEUs) consisting of 1,000 dairy cows, 800 heifers, 12 finishing pigs, 9 goat does, 1 goat buck, and 13 goat kids. Manure is stored in 4 various manure storages consisting of concrete tanks and earthen lagoons. 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.

 Northeast Regional Office

 PA0070386, Sewage, SIC Code 4952, Shenandoah Municipal Sewer Authority, Schuylkill County, 15 W Washington Street, Shenandoah, PA 17976-1708. Facility Name: Shenandoah Municipal Sewer Authority POTW. This existing facility is located in West Mahanoy Township and Shenandoah Borough, Schuylkill County.

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

 The receiving stream(s), Shenandoah Creek (CWF, MF), is located in State Water Plan watershed 6-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	1.00	XXX	2.00
Carbonaceous Biochemical Oxygen Demand (CBOD5)	417.0	667.0	XXX	25.0	40.0	50.0
Ammonia-Nitrogen	Report	Report Daily Max	XXX	17.2	34.4	34.4

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Dissolved Iron (ug/L)	Report	Report	XXX	Report	Report	XXX
Zinc, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Acrolein (ug/L)	Report	Report	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	Report	Report	XXX	Report	Report	XXX
Indeno(1,2,3-cd)Pyrene (ug/L)	Report	Report	XXX	Report	Report	XXX
Vinyl Chloride (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.07	XXX	0.17
Carbonaceous Biochemical Oxygen Demand (CBOD5)	166.8	250.2	XXX	10.0	15.0	20.0
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	Report Daily Max	XXX	6.12	12.24 Daily Max	12.24
May 1 - Oct 31	Report	Report Daily Max	XXX	2.04	4.08 Daily Max	4.08

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Aluminum, Total (ug/L)	12.5	12.8	XXX	750.0	766.0	766.0
Copper, Total (ug/L)	0.18	0.27	XXX	11.1	16.5	16.5
Iron, Dissolved (ug/l)	6.49	10.1	XXX	389.0	607.0	972.0
Zinc, Total (ug/L)	1.83	2.08	XXX	110.0	124.0	124.0
Acrolein (ug/L)	0.050	0.065	XXX	3.00	3.89	3.89
Bis(2-Ethylhexyl)Phthalate (ug/L)	0.017	0.027	XXX	1.20	1.61	2.58
Indeno(1,2,3-cd)Pyrene (ug/L)	0.00005	0.00008	XXX	0.003	0.005	0.008
Vinyl Chloride (ug/L)	0.001	0.002	XXX	0.064	0.10	0.16

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Toxicity, Chronic - Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	XXX	1.29	XXX
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	1.29	XXX
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	XXX	1.29	XXX
Toxicity, Chronic - Pimephales Growth (TUc)	XXX	XXX	XXX	XXX	1.29	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
BOD5 Minimum % Removal (%)	Report Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	500	750 Wkly Avg	XXX	30.0	45.0 Wkly Avg	60.0
Total Suspended Solids Minimum % Removal (%)	Report Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	Report	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
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	Report	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Cobalt, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Iron, Total (ug/L)	Report	Report	XXX	Report	Report	3,750.0
Lead, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Nickel, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Carbon Tetrachloride (ug/L)	Report	Report	XXX	Report	Report	XXX
Dichlorobromomethane (ug/L)	Report	Report	XXX	Report	Report	XXX
Chloroform (ug/L)	Report	Report	XXX	Report	Report	XXX
Trichloroethylene (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Magnesium, Total	Report Avg Qrtly	Report	XXX	Report Avg Qrtly	Report	XXX

 The proposed effluent limits for (stormwater) Outfall Nos. 015—020 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
Iron, Total (ug/L)	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Raw Sewage Internal Monitor Point/Outfall 101 are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	XXX
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Iron, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Iron, Dissolved (ug/L)	Report	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)	Report	Report	XXX	Report	Report	XXX

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

 • Chesapeake Bay; Schedule of Compliance (CBOD₅, Ammonia-N, DO, TSS, and TRC), Maximizing Treatment at Existing POTW; Combined Sewer Overflows (CSOs); POTW Pretreatment Program Development and Implementation; Solids Management; WQBELs for Toxic Pollutants; Whole Effluent Toxicity (WET); Requirements Applicable to Stormwater Outfalls; Stormwater Prohibition (Separated Sewer System Sheds); Necessary Property Rights; Residuals Management; Chlorine Minimization; Dry Stream; CSBR Batch Discharge; Responsible Certified Operator and DMR/EDMR Reporting; New WWTP O&M Plan; High Flow Management Plan (HFMP); Quarterly WET Tests for First Year of Permit Term; POTW Operator; Sampling on request; and WQBELs below Quantitation Limits

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PAS232213, Storm Water, SIC Code 2841, 2842, Royal Chemical C. Ltd, 1336 Crowe Road, East Stroudsburg, PA 18301-1105. Facility Name: Royal Chemical Co. Ltd Plant. This existing facility is located in Stroud Township, Monroe 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), Brodhead Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-E and is classified for 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 (Stormwater).

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

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

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • 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

 PA0103861, Sewage, SIC Code 6515, Steve Zoccoli, 2575 Ben Franklin Highway, Edinburg, PA 16116-4401. Facility Name: Zoccoli MHP. This existing facility is located in Mahoning Township, Lawrence County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	9.0	XXX	18
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0222429, Sewage, SIC Code 4932, Pilot Travel Center LLC, 5508 Lonas Drive, Knoxville, TN 37909-3221. Facility Name: Pilot Travel Center 081. This existing facility is located at 2010 New Castle Road, Portersville, PA 16051-1206 in Muddycreek Township, Butler 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), Muddy Creek (WWF), is located in State Water Plan watershed 20-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 .05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	20.0	XXX	40
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	15.0	XXX	30
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0271594, Sewage, SIC Code 8800, Gail Kline, 859 Lake Lucy Road, Tionesta, PA 16353-2123. Facility Name: Gail Kline SRSTP. This existing facility is located in Washington Township, Clarion County.

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

 The receiving stream(s), Unnamed Tributary to East Branch Hemlock Creek (EV), is located in State Water Plan watershed 16-E and is classified for Exceptional Value Waters, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295779, Sewage, SIC Code 4952, Kay Launer, 2480 Keller Road, Warren, PA 16365-8717. Facility Name: Kay Launer SFTF. This proposed facility is located in Conewango Township, Warren County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0008 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0232556, Concentrated Animal Feeding Operation (CAFO), Country View Family Farms LLC (Smiling Porker Farm), 1301 Fulling Mill Road, Middletown, PA 17507.

 Country View Family Farms LLC has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Smiling Porker Farm, located in Pine Township, Lycoming County.

 The CAFO is situated near Unnamed Tributary to Hughes Run (EV (existing use)) in Watershed 9-A, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 3,247.90 animal equivalent units (AEUs) consisting of 5,387 Gestating Sow, 2,360 Swine Grow Finish, 960 Sow and Litter, and 15 Boar. Liquid swine manure is stored onsite in two deep underbarn concrete manure storages. 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.

 Southcentral Regional Office

 PA0262021, Concentrated Animal Feeding Operation (CAFO), Joshua T Akers (Joshua Akers Duck CAFO), 590 Church Road, Quarryville, PA 17566-9790.

 Joshua T Akers has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Joshua Akers Duck CAFO, located in East Drumore Township, Lancaster County.

 The CAFO is situated near Unnamed Tributary to McFarlands Run (HQ-CWF, MF) in Watershed 7-K, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 113.93 animal equivalent units (AEUs) consisting of 19,000 Duck Starters, 19,000 Duck Finishers, 18 Beef Cow, and 18 Beef Calf. Liquid manure is stored onsite 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 717-705-4732.

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

 Southeast Regional Office

 PA0052434, Sewage, SIC Code 4952, Coventry Crossing Apartments STP, 3843 West Chester Pike, Newtown Square, PA 19073-2304. Facility Name: Coventry Crossing Apartments STP. This existing facility is located in Chester Heights Borough, Delaware County.

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

 The receiving stream(s), Unnamed Tributary of West Branch Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.04	XXX	0.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	6.7	XXX	XXX	20	XXX	40
May 1 - Oct 31	3.3	XXX	XXX	10	XXX	20
Total Suspended Solids	3.3	XXX	XXX	10	XXX	20
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
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	1.7	XXX	XXX	5.1	XXX	10.2
May 1 - Oct 31	0.6	XXX	XXX	1.7	XXX	3.4
Total Phosphorus  Nov 1 - Apr 30	0.7	XXX	XXX	2.0	XXX	4
May 1 - Oct 31	0.3	XXX	XXX	1.0	XXX	2

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

 • No Stormwater

 • Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon STP when Municipal Sewers Available

 • Chlorine Minimization

 • Small Stream Discharge

 • Operator Notification

 • Fecal Coliform Reporting

 • Solids Management

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0057789, Sewage, SIC Code 6712, BPG Office VI River Park II, LP, 322 A Street, Wilmington, DE 19801. Facility Name: River Park STP. This existing facility is located in Whitemarsh Township, 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(s), Unnamed Tributary to 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 of0 .015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	Report	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200.0 Geo Mean	XXX	1,000.0
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	20.0	XXX	40

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

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

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

 • Permittee shall optimize chlorine dosages to minimize TRC in effluent

 • Permittee shall notify DEP of operator in responsible charge

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

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0244031, Sewage, SIC Code 4952, Chadds Ford Township Sewer Authority, 10 Ring Road, Chadds Ford, PA 19317-0628. Facility Name: Turners Mill STP. This existing facility is located in Chadds Ford Township, Delaware 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), Harvey Run (WWF, MF), is located in State Water Plan watershed 3-H and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .21 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	17.5	26.0	XXX	10.0	15.0	20
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
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	17.5	26.0	XXX	10.0	15.0	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	50 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	66.7	XXX	XXX	38.0	XXX	76
Ammonia-Nitrogen  Nov 1 - Apr 30	7.8	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	2.6	XXX	XXX	1.5	XXX	3
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	1.75	XXX	XXX	1.0	XXX	2

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

 I. Other Requirements

 A. Responsible Operator

 B. Public Nuisance

 C. No Stormwater

 D. Property Rights

 E. Change of ownership

 F. TRC Minimization

 G. Sludge removal

 H. Act 11

 I. IMAX limits

 J. O&M Plan

 K. Lab Certification

 L. DRBC Fecal Coliform

 M. No Hauled-in Wastes

 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

 PA0244511, Sewage, SIC Code 8811, Melissa & John Richardson, 177 Creamery Road, Coatesville, PA 19320-1716. Facility Name: Richardson SRSTP. This existing facility is located in West Caln Township, Chester County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	20.0	XXX	40
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	9.0	XXX	18

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

 • AMR

 • DMR

 • Depth of sewage

 • Tank pumped

 • TRC minimization

 • No stormwater

 • Property rights

 • Solid waste disposal

 • Municipal sewage facilities

 • UV disinfection

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PAI130062, MS4, Kennett Township, Chester County, 801 Burrows Run Road, Chadds Ford, PA 19317-9219.

 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, Chester County. The receiving stream(s), Bennetts Run (WWF, MF), East Branch Red Clay Creek (TSF, MF), Unnamed Tributary of Burrows Run (CWF, MF), Unnamed Tributary to Burrows Run (CWF, MF), Bucktoe Creek (TSF, MF), Burroughs Brook (CWF, MF), Craigs Mill Run (WWF, MF), Ring Run (WWF, MF), Unnamed Tributary to East Branch Red Clay Creek (TSF, MF), West Branch Red Clay Creek (TSF, MF), Unnamed Tributary to Burroughs Brook (CWF, MF), Unnamed Tributary to Mill Creek (WWF, MF), Unnamed Tributary to West Branch Red Clay Creek (TSF, MF), Burrows Run (CWF, MF), and Unnamed Tributary of East Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and 3-H and is classified for Trout Stocking, Migratory Fishes, Cold Water Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Total Maximum Daily Load (TMDL) Plan

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

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

 Southwest Regional Office

 PA0094544, Sewage, SIC Code 4952, Leskinen Enterprises Inc., 151 Tent Church Road, Uniontown, PA 15401-6801. Facility Name: Somerfield South Recreation Area STP. This existing facility is located in Addison Township, Somerset County.

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

 The receiving stream, Youghiogheny River Reservoir (WWF), is located in State Water Plan watershed 19-E 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 .00135 MGD.—Limits.

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

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

 A. AMR to DEP

 B. DMR to DEP

 C. Septage and Scum Measurement

 D. Septic Tank Pumping

 E. Chlorine Optimization

 F. No Stormwater Condition

 G. Acquire Necessary Property Rights

 H. Proper Sludge Disposal

 I. Abandon STP if Municipal Sewers Available

 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

 PA0218316, Sewage, SIC Code 4952, Dunbar Township Municipal Authority, Fayette County, 1257 University Drive, Dunbar, PA 15431-0815. Facility Name: Dunbar Township Municipal Authority STP. This existing facility is located in Dunbar Township, Fayette 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), Youghiogheny River (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	93.0	142.0	XXX	25.0	38.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	112.0	168.0	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	93	XXX	XXX	25.0	XXX	50

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

 • None

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285293, Sewage, SIC Code 8800, Sara Godley, 226 Rankin Road, Washington, PA 15301-3182. Facility Name: Godley Properties SRSTP. This proposed facility is located in South Strabane Township, Washington County.

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

 The receiving stream(s), Unnamed Tributary of Little Chartiers Creek (HQ-WWF), is located in State Water Plan watershed 20-F and is classified for High Quality Waters—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 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10.0

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

 Part C

 II. ULTRAVIOLET (UV) DISINFECTION

 The UV disinfection contact surface must be cleaned at least monthly to ensure adequate disinfection. The AMR must include the date(s) that the UV contact surface is cleaned.

 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

 PA0000892, Industrial, SIC Code 3356, Westinghouse Electric Co., 559 Westinghouse Road, Blairsville, PA 15717-4130. Facility Name: Westinghouse Electric Specialty Metals Plant Blairsville. This existing facility is located in Derry Township, Westmoreland 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), Conemaugh River (WWF), is located in State Water Plan watershed 18-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for IMP 101 are based on a design flow of 0.09 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	7.5	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Total Suspended Solids	31.9	67.1	XXX	12.0	15.0	18.75
Oil and Grease	19.6	32.7	XXX	10.0	10.0	XXX
Ammonia-Nitrogen	13.8	31.5	XXX	58.6	133.3	166.6
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	0.0425	0.104	XXX	0.15	0.37	0.46
Cyanide, Total	0.0283	0.0684	XXX	0.08	0.2	0.25
Fluoride, Total	6.23	14.0	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total	0.300	0.454	XXX	0.37	0.55	0.69
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 101 are based on a design flow of 0.09 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	7.5	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Total Suspended Solids	31.9	67.1	XXX	12.0	15.0	18.75
Oil and Grease	19.6	32.7	XXX	10.0	10.0	XXX
Ammonia-Nitrogen	13.8	31.5	XXX	58.6	133.3	166.6
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Chromium, Total	0.0425	0.104	XXX	0.15	0.37	0.46
Cyanide, Total	0.0283	0.0684	XXX	0.08	0.2	0.25
Fluoride, Total	6.23	14.0	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	0.300	0.454	XXX	0.37	0.55	0.69
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 201 are based on a design flow of 0.0037 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
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 201 are based on a design flow of .0037 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
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 301 are based on a design flow of 0.0098 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Trichloroethylene	XXX	XXX	XXX	0.072	XXX	0.144

 The proposed effluent limits for Outfall 002:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Trichloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Trichloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Trichloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is not in effect.

---

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

---

 Southcentral Regional Office

 Applicant: Ben Metzler

 Applicant Address: 933 Bryansville Road, Delta, PA 17314

 Application Number: PAD670111

 Application Type: New

 Municipality/County: Peach Bottom Township, York County

 Project Site Name: Ben Metzler Ag Operation

 Total Earth Disturbance Area (acres): 5.65 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Neill 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: New poultry operation with poultry barn, manure storage, egg room, and gravel driveways.

 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: US Army Garrison—Carlisle Barricks

 Applicant Address: 330 Engineer Ave, Carlisle, PA 17013

 Application Number: PAD210028 A-4

 Application Type: Major Amendment

 Municipality/County: Middlesex Township, North Middleton Township, Carlisle Borough, Cumberland County

 Project Site Name: Army War College (Root Hall) and Bliss Hall Demolition, Carlisle Barricks, PA

 Total Earth Disturbance Area (acres): 3.2 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: Demolition of Root Hall and Bliss Hall.

 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: Lis Construction Inc.

 Applicant Address: 601 Penn Avenue, West Reading, PA 19611-1123

 Application Number: PAD060091

 Application Type: New

 Municipality/County: Kenhorst Borough, Berks County

 Project Site Name: Wingate Terrace

 Total Earth Disturbance Area (acres): 9.9 acres

 Surface Waters Receiving Stormwater Discharges: Angelica Creek (CWF, MF) and Angelica Creek (CWF, MF) via EV Wetlands

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

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

 Project Description: Subdivision with 32 Single Family Homes.

 Special Conditions: Wetland Monitoring Criteria

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

 Northeast Regional Office

 Applicant: PNK P1, LLC

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

 Application Number: PAD350052

 Application Type: New

 Municipality/County: Archbald Borough, Lackawanna County

 Project Site Name: Valley View Business Park Lot 30

 Total Earth Disturbance Area (acres): 29.59 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Grassy Island Creek (HQ-CWF, MF), UNT to Laurel Run Creek (CWF, MF) and EV Wetlands

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

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

 Project Description: The project involves the construction of a 346,830 square foot warehouse with site improvements such as stormwater management facilities, utility connections/extensions, parking, retaining walls, landscaping, etc., in Archbald Borough, Lackawanna County, PA.

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

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

 Southeast Regional Office

 Applicant: RCM VIII LLC

 Applicant Address: 171 State Route 173, Suite 201, Asbury, NJ 08802-1365

 Application Number: PAD460089

 Application Type: New

 Municipality/County: Horsham Township, Montgomery County

 Project Site Name: 853 W. County Line Road Warehouse Development

 Total Earth Disturbance Area (acres): 28.20 acres

 Surface Waters Receiving Stormwater Discharges: Park Creek (WWF-MF), UNT to Park 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 proposed development includes the construction of a 100,000 SF warehouse and a 224,000 SF warehouse. Additional improvements include lighting, landscaping, grading, walkways, driveways, utilities, parking and associated items.

 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: 178 West Main, LP, c/o Rudy Amelio

 Applicant Address: 1348 Hamilton Street, Allentown, PA 18102

 Application Number: PAD390213 A-3

 Application Type: Renewal & Major Amendment

 Municipality/County: Macungie Borough, Lehigh County.

 Project Site Name: Main Street Commons—Ph II—Major Amendment (Mavis Tire)

 Total Earth Disturbance Area (acres): 6.0 acres

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

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

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

 Project Description: Development of an express car wash, commercial storage facility, tire repair facility, extension of cul-de-sac for site, and stormwater controls.

 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: 1600 Freemansburg Associates, LLC

 Applicant Address: 300 Conshohocken State Road, Suite 250, West Conshohocken, PA 19428-3801

 Application Number: PAD480141 A-2

 Application Type: Major Amendment

 Municipality/County: Bethlehem Township, Freemansburg Borough, Northampton County

 Project Site Name: Freemansburg Industrial

 Total Earth Disturbance Area (acres): 76.10 acres

 Surface Waters Receiving Stormwater Discharges: 1. Nancy Run (HQ-CWF, MF), 2. 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 an 866,350 SF proposed warehouse with associated site improvements, 3 rain gardens, and 2 aboveground detention basins used for capture and reuse.

 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: Alleghenyville Mennonite Church

 Applicant Address: 692 Yellow Hill Road, Narvon, PA 17555

 Application Number: PAD060101

 Application Type: New

 Municipality/County: Brecknock Township, Berks County

 Project Site Name: Alleghenyville Mennonite Church

 Total Earth Disturbance Area (acres): 7.12 acres

 Surface Waters Receiving Stormwater Discharges: Sleepy Hollow (HQ-CWF, MF) and UNT to Muddy Creek (HQ-TSF, MF)

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

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

 Project Description: Church and associated parking and stormwater facilities.

 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: PTV 1373 LLC

 Applicant Address: 400 Penn Center Blvd. Building 4, Suite 1000, Pittsburgh, PA 1523.

 Application Number: PAD060099

 Application Type: New

 Municipality/County: Longswamp Township, Berks County

 Project Site Name: Dollar General—Mertztown, PA

 Total Earth Disturbance Area (acres): 2.80 acres

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

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

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

 Project Description: Construction of a 10,640 square foot retail store with parking and site amenities.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Department of the Navy, Public Works Department Pennsylvania

 Applicant Address: 4921 South Broad Street, Philadelphia, PA 19112

 Application Number: PAD510241

 Application Type: New

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Building 77/87 Complex—Philadelphia Navy Yard

 Total Earth Disturbance Area (acres): 0.48 acre

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

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

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

 Project Description: The Phase 1 project involves the construction of a crash rated perimeter around the Building 77/87 Complex to upgrade the level of protection from selected design basis threats in compliance with DoD/UFC requirements.

 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: Artisan Land Company

 Applicant Address: P.O. Box 689, Devon, PA 19333-0689

 Application Number: PAD150327

 Application Type: New

 Municipality/County: East Coventry Township, Chester County

 Project Site Name: Village at Fricks Lock

 Total Earth Disturbance Area (acres): 63.96 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Schuylkill River (HQ-TSF, MF), 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: Construction of 155-lot subdivision and access roads across multiple parcels. Fricks Lock Road will be re-aligned with project.

 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: Endress & Hauser, Inc.

 Applicant Address: 2350 Endress Place, Greenwood, IN 46143

 Application Number: PAD230080

 Application Type: New

 Municipality/County: Edgmont Township, Delaware County

 Project Site Name: Endress & Hauser, Inc. Northeast Regional Center

 Total Earth Disturbance Area (acres): 11.6 acres

 Surface Waters Receiving Stormwater Discharges: Crum Creek (CWF, MF), Plumsock Run Tributary to Ridley Creek (HQ-TSF, MF)

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

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

 Project Description: Four undeveloped parcels will be combined into one lot. A warehouse/office building will be constructed on the newly formed lot. The neighboring property with the same owner will have a stormwater basin installed. Improvements associated with the development such as grading, onsite parking, and stormwater management facilities will be completed.

 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: M21 Capital, LLC

 Applicant Address: 3400 South Blackhorse Road, Parkesburg, PA 19365

 Application Number: PA360002D

 Application Type: New

 Municipality/County: Sadsbury Township, and West Sadsbury Township, Lancaster County and Chester County

 Project Site Name: M21 Capital Development

 Total Earth Disturbance Area (acres): 3.19 acres

 Surface Waters Receiving Stormwater Discharges: Pine Creek (TSF, MF), UNT to Pine Creek (TSF, MF), Pine Creek (TSF, MF) via EV Wetlands and UNT to Pine Creek (TSF, MF) via EV Wetlands

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

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

 Project Description: Construction of a commercial shop and private residential dwelling.

 Special Conditions: N/A

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

 Southwest Regional Office

 Applicant: Dustin Bradick

 Applicant Address: 447 Narigon Run Road, Claysville, PA 15323

 Application Number: PAD630074

 Application Type: New

 Municipality/County: Independence Township, Washington County

 Project Site Name: Bradick Estates

 Total Earth Disturbance Area (acres): 4.08 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Brush Run (HQ-WWF)

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

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

 Project Description: The construction of a single-family residential home, the planned site will consist of a single-family home, new gravel driveway, and stormwater management facilities.

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

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

 Northeast Regional Office

 Applicant: Navid Hadian

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

 Application Number: PAD390281

 Application Type: New

 Municipality/County: Lower Milford Township, Lehigh County

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

 Total Earth Disturbance Area (acres): 7.04 acres

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

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

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

 Project Description: A 9.0-acre property to be developed into two single family dwellings with a shard driveway and all underground utilities.

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

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

 Northeast Regional Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 1639 Church Road, Allentown, PA 18104

 Application Number: PAD480211

 Application Type: New

 Municipality/County: Lower Mount Bethel Township, Plainfield Township, Upper Nazareth Township, Bushkill Township, Washington Township, Stockertown Borough, Northampton County

 Project Site Name: Martins Creek - Nazareth Rebuild (D2) Project

 Total Earth Disturbance Area (acres): 411.6 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Shoeneck Creek (WWF, MF), UNT to Bushkill Creek (HQ-CWF, MF), Bushkill Creek (HQ-CWF, MF), UNT to Little Bushkill Creek (HQ-CWF, MF), Little Bushkill Creek (HQ-CWF, MF), UNT to Mud Run (CWF, MF), Martins Creek (HQ-CWF, MF), UNT to Little Martins Creek (CWF, MF), UNT to Oughoughton Creek (CWF, MF), UNT to Delaware River (WWF, MF)

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

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

 Project Description: Removal and replacement of approximately 13.4 miles of existing steel and wooden electric transmission poles and electric transmission lines and the installation of new steel monopole electric transmission poles and electric transmission lines. The project includes 2.4 miles of line removal/retirement and 2.6 miles of maintenance work on existing electric transmission poles.

 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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