NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[53 Pa.B. 7940]
[Saturday, December 23, 2023]

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
5523801	Joint DEP/PFBC Pesticides Permit	New	Plank James P.O. Box 1 Beavertown, PA 17813-0001	Spring Township Snyder County	NCRO
1003404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	H & H Properties Investments LLC 211 Lincoln Highway Fairless Hills, PA 19030-1101	Lancaster Township Butler County	NWRO
4311401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Jones Estates Scenic View PA LLC 2310 S Miami Boulevard Suite 238 Durham, NC 27703-5798	Pymatuning Township Mercer County	NWRO
PAG032417	PAG-03 NPDES General Permit for Industrial Stormwater	New	Fullerton Terminals LLC 900 S Eisenhower Boulevard Middletown, PA 17057-5503	Whitehall Township Lehigh County	NERO
PAG034073	PAG-03 NPDES General Permit for Industrial Stormwater	New	Keystone Sheets LLC 1465 Nitterhouse Drive Chambersburg, PA 17201-4825	Chambersburg Borough Franklin County	SCRO
PAG036569	PAG-03 NPDES General Permit for Industrial Stormwater	New	Accutrex Products Inc. 112 Southpointe Boulevard Canonsburg, PA 15317-9559	Cecil Township Washington County	SWRO
PAG036570	PAG-03 NPDES General Permit for Industrial Stormwater	New	Accutrex Products Inc. 112 Southpointe Boulevard Canonsburg, PA 15317-9559	Chartiers Township Washington County	SWRO
PAG036571	PAG-03 NPDES General Permit for Industrial Stormwater	New	Berwind Coal Sales Co. 509 15th Street Windber, PA 15963-1658	Shade Township Somerset County	SWRO
PAG038560	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Sintermet LLC 222 N Prk Drive W Hills Ind Prk Kittanning, PA 16201	East Franklin Township Armstrong County	NWRO
PAG043975	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Cheryl Mishler & Gerald Mishler 1040 Manada Bottom Road Harrisburg, PA 17112-8824	East Hanover Township Dauphin County	SCRO
PAG046473	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Yakelis Joseph & Lisa 1504 State Route 18 Aliquippa, PA 15001-5996	Raccoon Township Beaver County	SWRO
PAG048989	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Montini Daniel 969 Buxton Road Titusville, PA 16354-8123	Cherrytree Township Venango County	NWRO
PAG049430	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Girting Stephen 140 Dehaven Road Beaver Falls, PA 15010-9712	Pittsfield Township Warren County	NWRO
PAG123597	PAG-12 NPDES General Permit for CAFOs	Renewal	Martin Daryl L 204 Farmers Drive Myerstown, PA 17067-1631	Bethel Township Lebanon County	SCRO
PAG123719	PAG-12 NPDES General Permit for CAFOs	Renewal	Sensenig Lamar 114 Huckleberry Road Jonestown, PA 17038	Union Township Lebanon County	SCRO
PAG123756	PAG-12 NPDES General Permit for CAFOs	Renewal	Farm Fresh Egg Products LLC 101 W Harrisburg Avenue P.O. Box 26 Rheems, PA 17570	Rapho Township Lancaster County	SCRO
PAG123773	PAG-12 NPDES General Permit for CAFOs	Renewal	Clinton J Burkholder 3099 Grand Point Road Chambersburg, PA 17202-8185	Greene Township Franklin County	SCRO
PAG123779	PAG-12 NPDES General Permit for CAFOs	Renewal	Zimmerman Justin L 201 Bartho Drive Landisburg, PA 17040-9228	Tyrone Township Perry County	SCRO
PAG123812	PAG-12 NPDES General Permit for CAFOs	Renewal	Jobo Holstein Farm LLC 200 Tall Oaks Road Gettysburg, PA 17325-7844	Mount Pleasant Township Adams County	SCRO
PAG123826	PAG-12 NPDES General Permit for CAFOs	Renewal	Weaver Garrett 1501 Eshelman Mill Road Willow Street, PA 17584-9550	West Lampeter Township Lancaster County	SCRO
PAG123849	PAG-12 NPDES General Permit for CAFOs	Renewal	Herbrucks of PA LLC 6425 West Grand River Avenue Saranac, MI 48881-9669	Montgomery Township Franklin County	SCRO
PAG123850	PAG-12 NPDES General Permit for CAFOs	Renewal	Martin A Keith 1111 Forest Hill Road Stevens, PA 17578-9680	Clay Township Lancaster County	SCRO
PAG123930	PAG-12 NPDES General Permit for CAFOs	Renewal	Wanners Pride N Joy Farm LLC 5800 Wanner Road Narvon, PA 17555-9646	Salisbury Township Lancaster County	SCRO
PAG124803	PAG-12 NPDES General Permit for CAFOs	Renewal	BDS Farms LLC 282 Troup Road Beaver Springs, PA 17812-9249	Spring Township Snyder County	SCRO
0200408	Pump Stations Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
0200414	Pump Stations Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
3623405	Pump Stations Individual WQM Permit	New	Sadsbury Township Muni Auth 7182 White Oak Lane Christiana, PA 17509-9528	Sadsbury Township Lancaster County	SCRO
3623406	Pump Stations Individual WQM Permit	New	Sadsbury Township Mun Auth 7182 White Oak Lane Christiana, PA 17509-9528	Sadsbury Township Lancaster County	SCRO
466S18	Pump Stations Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority Allegheny County 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
6723407	Pump Stations Individual WQM Permit	New	PA American Water Co 852 Wesley Drive Mechanicsburg, PA 17055-4436	Fairview Township York County	SCRO
6723408	Pump Stations Individual WQM Permit	New	Dallastown Boro 175 E Broad Street Dallastown, PA 17313-1839	Dallastown Borough York County	SCRO
8512-S	Pump Stations Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9473-S	Pump Stations Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
0270478	Sewer Extensions Individual WQM Permit	Amendment	Peters Creek Sanitary Authority 3502 Lincoln Avenue, Finleyville, PA 15332	Peters Township Washington County	SWRO
0271418	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
0272421	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
0274411	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
0274435	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority Allegheny County 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
0299402	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
462S110	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
464S025	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
466S058	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
468S074	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8250-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8270-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8326	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8335-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8454-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8601-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
8772-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9152-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9229-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9347-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9664-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9721-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9884-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
9915-S	Sewer Extensions Individual WQM Permit	Amendment	W Mifflin Sanitary Sewer & Stormwater Authority 1302 Lower Bull Run Road West Mifflin, PA 15122-2902	West Mifflin Borough Allegheny County	SWRO
1923401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Ruth Provine and Robert & Nicole Crabb 637 Fowlersville Road Bloomsburg, PA 17815-6969	North Centre Township Columbia County	NCRO
6217407	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Lifestyle Support Service Inc. 201 W High Street Suite 1 Ebensburg, PA 15931-1590	Conewango Township Warren County	NWRO
WQG01042301	WQG-01 WQM General Permit	New	Yakelis Joseph & Lisa 1504 State Route 18 Aliquippa, PA 15001-5996	Raccoon Township Beaver County	SWRO
WQG018601	WQG-01 WQM General Permit	Transfer	Montini Daniel 969 Buxton Road Titusville, PA 16354-8123	Cherrytree Township Venango County	NWRO
WQG018619	WQG-01 WQM General Permit	Transfer	Girting Stephen 140 Dehaven Road Beaver Falls, PA 15010-9712	Pittsfield Township Warren County	NWRO

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

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 Southcentral Regional Office

 PA0044261, Sewage, SIC Code 4952, PA DCNR Facility Design & Const Bureau, 205 Canoe Creek Road, Hollidaysburg, PA 16648-8444. Facility Name: Canoe Creek State Park. This existing facility is located in Frankstown Township, Blair 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), New Creek (HQ-CWF), is located in State Water Plan watershed 11-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	15.0	24.0	30
Biochemical Oxygen Demand (BOD5) Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	15.0	24.0	30
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	3.0	XXX	6

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0084417, Sewage, SIC Code 4952, Quad B Enterprises LLC, P.O. Box 487, Shermans Dale, PA 17090-0487. Facility Name: Village Square Plaza Mall. This existing facility is located in Carroll Township, Perry 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 Sherman Creek (WWF, MF), is located in State Water Plan watershed 7-A 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 .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  May 1 - Oct 31	XXX	XXX	XXX	11	XXX	22

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0087530, Sewage, SIC Code 6514, McAnulty Paul, 3651 Waggoners Gap Road, Carlisle, PA 17015-9540. Facility Name: McAnulty Res. This existing facility is located in North Middleton Township, Cumberland County.

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

 The receiving stream(s), Unnamed Tributary of Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Monthly	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0088609, Sewage, SIC Code 4952, Broad Top Township, Bedford County, 124 Hitchens Road, Defiance, PA 16633-9002. Facility Name: Six Mile Run STP. This existing facility is located in Broad Top Township, Bedford 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), Sixmile Run (WWF), is located in State Water Plan watershed 11-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 .0833 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0833 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	17	27	XXX	25	40	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	20	31	XXX	30	45	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
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0833 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	Report Daily Max	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0247570, Sewage, SIC Code 4952, Fredericksburg S&W Authority Lebanon Co., 113 East Main Street, Fredericksburg, PA 17026-0161. Facility Name: Fredericksburg Authority Camp Strauss Monroe Valley. This existing facility is located in Swatara Township, Lebanon County.

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

 The receiving stream(s), Swatara Creek (WWF), is located in State Water Plan watershed 7-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 .1 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	20	33	XXX	25	40	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	25	37	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light Intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	18	XXX	XXX	21.5	XXX	43
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 .1 MGD.—Limits.

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

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0261670, Sewage, SIC Code 4952, Fredericksburg S&W Authority, P.O. Box 161, Fredericksburg, PA 17026-0161. Facility Name: Fredericksburg Little Swatara STP. This existing facility is located in Bethel Township, Lebanon County.

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

 The receiving stream(s), Little Swatara Creek (WWF), is located in State Water Plan watershed 7-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 .65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	136	217	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	163	244	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light Intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	73	XXX	XXX	13.5	XXX	27
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	11.0	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Zinc, Total	Report	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	7,306 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	974 Total Annual	XXX	XXX	XXX	XXX

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

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

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0261793, Sewage, SIC Code 6514, Laura Lee Kauffman & William S. Kauffman, 110 Union Hall Road, Carlisle, PA 17013-8391. Facility Name: Kauffman Res. This existing facility is located in North Middleton Township, Cumberland 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 Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-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 0.0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Monthly	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
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	1,000

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0046302, Industrial, SIC Code 4941, PA American Water Company, 200 East Canal Street, Hummelstown, PA 17036. Facility Name: PA American Water Hershey. This existing facility is located in South Hanover Township, Dauphin County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .2 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	Report	Report	XXX	30	60	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

 The proposed effluent limits for Outfalls 001 and 002 are based on a design flow of .2 MGD.—Limits.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of .2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.37	XXX	1.22
Total Suspended Solids	Report	Report	XXX	30	60	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Approval contingencies

 • Proper waste/solids management

 • Collected screenings, slurries, sludges, and solids management

 • Chlorine minimization condition

 • Requirement during cleaning of lagoons

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0084450, Industrial, SIC Code 4952, 9711, Raven Rock Mountain Complex, 1155 Defense Pentagon, Washington, DC 20301-1155. Facility Name: Raven Rock Mountain Complex. This existing facility is located in Liberty Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Miney Branch (CWF) and Miney Branch (CWF), is located in State Water Plan watershed 13-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.051 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	XXX	XXX	9.0
Temperature (deg F) (°F)  Dec 1 - May 31	XXX	XXX	XXX	XXX	110 Daily Max	XXX
Jun 1 - 30	XXX	XXX	XXX	XXX	94 Daily Max	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	86 Daily Max	XXX
Aug 1 - 31	XXX	XXX	XXX	XXX	82 Daily Max	XXX
Sep 1 - 30	XXX	XXX	XXX	XXX	71 Daily Max	XXX
Oct 1 - Nov 30	XXX	XXX	XXX	XXX	65 Daily Max	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.12 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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30

 The limitations and monitoring requirements specified for the following Outfall 003 are proposed for the draft permit, to comply with Pennsylvania's Chesapeake Bay Tributary Strategy.

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

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

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

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

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

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

 • For Outfalls 001, 004, and 005: Stormwater BMPs and petroleum marketing terminals

 • For Outfall 002: Temperature 2-degree hourly change, no net addition of pollutants for NCCW, no PCBs may be discharged, cooling tower maintenance chemicals, chemical additives, and industrial stormwater requirements

 • For Outfall 003: Chesapeake Bay nutrients monitoring requirements, solids management for non-lagoon system, notification of designation of responsible operator, and chemical additives

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0084638, Industrial, SIC Code 4941, 4952, Boyertown Borough, 100 S. Washington Street, Boyertown, PA 19512-1521. Facility Name: Boyertown Borough Water System. This existing facility is located in Earl Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary to Ironstone Creek (CWF (existing use)), is located in State Water Plan watershed 3-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.04 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	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.3	XXX	0.9
Total Suspended Solids	10.0	20.0	XXX	30.0	60.0	75.0
Aluminum, Total	0.4	0.7	XXX	1.3	2.1	3.3
Iron, Total	0.7	1.3	XXX	2.0	4.0	5.0
Manganese, Total	0.3	0.7	XXX	1.0	2.0	2.5

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

 • Provisions to take when cleaning the sedimentation basin

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0087718, Industrial, SIC Code 2421, Crystal Spring Hardwood Inc., 345 S. Valley Road, Crystal Spring, PA 15536-0034. Facility Name: Crystal Spring Hardwood. This existing facility is located in Brush Creek Township, Fulton County.

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

 The receiving stream(s), Little Brush Creek (HQ-CWF), is located in State Water Plan watershed 11-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0001 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	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PAI133519, MS4, East Earl Township, Lancaster County, 4610 Division Highway, East Earl, PA 17519.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in East Earl Township, Lancaster County. The receiving stream(s), Cedar Creek (WWF, MF), Muddy Creek (TSF, MF), Black Creek (HQ-WWF, MF), Unnamed Tributary to Black Creek (HQ-WWF, MF), Mill Creek (CWF, MF), and Shirks Run (WWF, MF), is located in State Water Plan watershed 7-J and is classified for Trout Stocking, Migratory Fishes, Warm Water Fishes, and Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southcentral Regional Office

 PAI133531, MS4, Greene Township, Franklin County, 1145 Garver Lane, Chambersburg, PA 17202-7487.

 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 Greene Township, Franklin County. The receiving stream(s), Phillaman Run (CWF, MF), Unnamed Tributary to Phillaman Run (CWF, MF), Cold Spring Run (HQ-CWF, MF), Mountain Run (CWF, MF), Stump Run (CWF, MF), Unnamed Tributary to Conococheague Creek (CWF, MF), and Conococheague Creek (WWF, MF), is located in State Water Plan watershed 13-C and is classified for High Quality—Cold Water, Migratory Fish, Cold Water Fishes, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southeast Regional Office

 PA0026603 A-1, Sewage, SIC Code 4952, Borough of Ambler, 131 Rosemary Avenue, Ambler, PA 19002-4476. Facility Name: Ambler WWTP. This existing facility is located in Ambler Borough, Montgomery County.

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

 The receiving stream(s), Wissahickon Creek (TSF, MF), is located in State Water Plan watershed 3-F 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 6.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	791.5	1,187.2	XXX	14.6	21.9	29.2
May 1 - Oct 31	395.7	593.6	XXX	7.3	10.95	14.6
Total Suspended Solids	1,626	2,439	XXX	30.0	45.0	60
Ammonia-Nitrogen  Nov 1 - Apr 30	244	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	81	XXX	XXX	1.5	XXX	3
Orthophosphate  Nov 1 - Mar 31	216.8	XXX	XXX	4.0	XXX	8
Apr 1 - Oct 31	54.2	XXX	XXX	1.0	XXX	2
Aluminum, Total	83.3	83.3	XXX	1.538	1.538 Daily Max	1.538

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.7 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Aluminum, Total	98.7	98.7 Wkly Avg	XXX	1.538	1.538 Wkly Avg	1.538

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Cyanide, Free (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.7 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Aluminum, Total	48.2	48.2 Wkly Avg	XXX	0.75	0.75 Wkly Avg	0.75

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.7 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Cyanide, Free (ug/L)	XXX	XXX	XXX	5.31 Avg Qrtly	XXX	13.3
Thallium, Total (ug/L)	XXX	XXX	XXX	0.32 Avg Qrtly	XXX	0.8

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.7 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	937.6	1,406.4	XXX	14.6	21.9	29.2
May 1 - Oct 31	468.8	703.2	XXX	7.3	10.95	14.6
Total Suspended Solids	1,926.5	2,889.8	XXX	30.0	45.0	60
Ammonia-Nitrogen  Nov 1 - Apr 30	289	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	96.3	XXX	XXX	1.5	XXX	3
Total Phosphorus	128.44	XXX	XXX	2.0	XXX	XXX
Orthophosphate  Apr 1 - Oct 31	64.22	XXX	XXX	1.0	XXX	2

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantane- ous Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	Report Wkly Avg	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.5 MGD.—Limits.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX

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

 • Use of chlorine as back-up disinfection

 • Notification of designation of responsible operator

 • Development and implementation of O&M plan

 • Continue with and update High Flow Management Plan

 • Hauled-in waste restriction

 • DRBC seasonal fecal coliform

 • Schedule of compliance

 • POTW pretreatment program implementation

 • Solids management for non-lagoon system

 • SSCS for total copper

 • SSCS for total aluminum

 • WQBEL for toxic pollutants

 • WETT without limits

 • Requirements applicable to stormwater outfalls

 • Permit re-opener clause for total thallium and total antimony

 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

 PA0030023, Sewage, SIC Code 4952, Bryn Athyn Borough, P.O. Box 683, Bryn Athyn, PA 19009. Facility Name: Academy of The New Church STP. This existing facility is located in Bryn Athyn Borough, Montgomery County.

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

 The receiving stream(s), Huntingdon Valley Creek (TSF, MF), is located in State Water Plan watershed 3-J and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.065 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	Report	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.2	XXX	0.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	7.37	11.6	XXX	13.6	20.4	27.2
May 1 - Oct 31	3.69	5.53	XXX	6.8	10.2	13.6
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	5.4	8.1	XXX	10	15	20
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	5.4	XXX	XXX	10	XXX	20
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	2.98	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	0.81	XXX	XXX	1.5	XXX	3
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

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

 • No stormwater shall be directly admitted directly into sanitary sewers

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

 • Permittee shall optimize chlorine dosages used for disinfection

 • Notification of designation of responsible operator

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

 • Fecal coliform seasonal monitoring

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0021148, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, 124 Park and Pool Road, New Stanton, PA 15672. Facility Name: Mt Pleasant Borough STP. This existing facility is located in Mount Pleasant Borough, Westmoreland County.

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

 The receiving stream(s), Shupe Run (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 1.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Cyanide, Free (ug/L)	Report	Report	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	Report	Report	XXX	Report	Report	XXX
Dichlorobromomethane (ug/L)	Report	Report	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	Report	Report	XXX	Report	Report	XXX
Chloroform (ug/L)	Report	Report	XXX	Report	Report	XXX
Indeno(1,2,3-cd)Pyrene (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.03	XXX	0.10

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.011	XXX	0.035

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total (ug/L)	0.12	0.18	XXX	9.46	14.2	14.2
Cyanide, Free (ug/L)	0.051	0.079	XXX	4.06	6.33	10.1
Benzo(k)Fluoranthene (ug/L)	0.0001	0.0002	XXX	0.012	0.018	0.029
Dichlorobromomethane (ug/L)	0.014	0.021	XXX	5.78	9.02	14.4
Bis(2-Ethylhexyl)Phthalate (ug/L)	0.005	0.007	XXX	0.37	0.58	0.93
Chloroform (ug/L)	0.072	0.11	XXX	5.78	9.02	14.4
Indeno(1,2,3-cd)Pyrene (ug/L)	0.00001	0.00002	XXX	0.001	0.002	0.003

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0  Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	220.0	335.0	XXX	17.0	27.0	36
May 1 - Oct 31	125.0	185.0	XXX	10.0	15.0	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	310.0	475.0	XXX	25.0	38.0	50
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	40.0	XXX	XXX	3.2	4.8	6.4
May 1 - Oct 31	23.9	XXX	XXX	1.91	3.82	XXX
Iron, Dissolved (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Zinc, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 Following major conditions have been added to the permit:

 • A compliance schedule for total residual chlorine in Part C.VIII.A

 • A compliance schedule for total copper, free cyanide, chloroform, dichlorobromomethane, benzo(k) fluoranthene, bis(2-Ethylhexyl) phthalate, and indeno(1,2,3-cd) pyrene in Part C. V.C

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0217948, Industrial, SIC Code 4941, Highridge Water Authority, 17 Maple Avenue, Blairsville, PA 15717-1232. Facility Name: Sugar Run Water Treatment Plant. This existing facility is located in Saint Clair 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, Tributary 44984 to Conemaugh River (CWF), is located in State Water Plan watershed 18-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.123	0.288	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	8.65	13.5	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	15.4	24.1	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cobalt, Total (ug/L)	XXX	XXX	XXX	29.3	45.8	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	7.71	12.0	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	0.37	0.58	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	0.02	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 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

 PA0218073, Industrial, SIC Code 1389, Apollo Resources LLC, 150 North Avenue, Yatesboro, PA 16263. Facility Name: Scottdale Treatment Facility. This existing facility is located in East Huntingdon 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), Jacobs Creek (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 0.16 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	0.16	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Acidity, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Alkalinity, Total (as CaCO3) Effluent Net	XXX	XXX	0.0	XXX	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

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

 The EPA Waiver is in effect.

---

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

---

 Northeast Regional Office

 Applicant: Rising Light Ridge, LLC

 Applicant Address: 588 Railroad Lane, Bear Creek Township, PA 18602

 Application Number: PAD400059 A-1

 Application Type: Major Amendment

 Municipality/County: Bear Creek Township, Luzerne County

 Project Site Name: Rising Light Ridge

 Total Earth Disturbance Area (acres): 87.34 acres

 Surface Waters Receiving Stormwater Discharges: Bear 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: Rising Light Ridge will be constructing a learning, recreational, and ministry camps with associated infrastructure.

 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: Air Products and Chemicals, Inc., c/o Patrick Garay

 Applicant Address: 1940 Air Products Boulevard, Allentown, PA 18106

 Application Number: PAD390271 A-1

 Application Type: Renewal and Major Amendment

 Municipality/County: Upper Macungie Township, Lehigh County

 Project Site Name: Redevelopment of Cetronia Road Site

 Total Earth Disturbance Area (acres): 198.0 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Lehigh Creek (HQ-CWF, MF)

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

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

 Project Description: The redevelopment of an existing industrial campus. The proposed development will consist of 3 warehouses, including the construction of water line, sanitary sewer, and associated detention and spray irrigation facilities.

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

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

 Northeast Regional Office

 Applicant: Anthracite Scenic Trails Association

 Applicant Address: P.O. Box 212, Dallas, PA 18612

 Application Number: PAD400069

 Application Type: New

 Municipality/County: Fairview Township, Hanover Township, Laurel Run Borough, Luzerne County

 Project Site Name: D&L Trail: Oliver Mills to Mountain Top Section

 Total Earth Disturbance Area (acres): 8.25 acres

 Surface Waters Receiving Stormwater Discharges: 1. Big Wapwallopen Creek (HQ-CWF, MF); 2. Solomon Creek (HQ-CWF, MF); 3. Pine Creek (CWF, MF)

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

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

 Project Description: The Delaware & Lehigh (D&L) National Heritage Corridor, Inc. proposes to reconstruct the existing Mountain Top Trailhead located in the Fairview Township, Luzerne County, PA. Proposed improvements include additional paved parking area, landscaping, and stormwater management facilities.

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

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

 Northeast Regional Office

 Applicant: Cedar Crest College, c/o Kathryn Kresge

 Applicant Address: 100 College Drive, Allentown, PA 18104

 Application Number: PAD390287

 Application Type: New

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: Proposed Softball Field Relocation

 Total Earth Disturbance Area (acres): 3.85 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Lehigh Creek (HQ-CWF, MF)

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

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

 Project Description: Cedar Crest College is proposing to redevelop their existing softball field located on their campus in City of Allentown, Lehigh County, PA. The proposed softball field redevelopment consists of replacing the existing dirt/grass field with a turf field. The turf field will include the addition of sidewalks, dugouts, an underground stormwater collection system and associated detention basin and spray irrigation facilities.

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

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

 Northeast Regional Office

 Applicant: Pine Hill Milford, LLC

 Applicant Address: 119 West 23rd Street, Suite 206, New York, NY 10011

 Application Number: PAD520014

 Application Type: Renewal

 Municipality/County: Westfall Township, Pike County

 Project Site Name: Pine Hill Farms Open Space & Residential Development

 Total Earth Disturbance Area (acres): 42.70 acres

 Surface Waters Receiving Stormwater Discharges: Cummins Branch, Crawford Branch, and Unnamed Tributary to the Delaware River are High Quality—Cold Water Fish, Migratory Fish. Deep Brook is Exceptional Value

 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: Residential development with associated stormwater improvements and appurtenant 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.

 Southeast Regional Office

 Applicant: P.J. Reilly Contracting Co., Inc.

 Applicant Address: 557 W. Uwchlan Avenue, Suite 220, Exton, PA 19341-3014

 Application Number: PAD150305

 Application Type: New

 Municipality/County: Upper Uwchlan Township, Chester County

 Project Site Name: Proposed Headquarters Building

 Total Earth Disturbance Area (acres): 1.48 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Marsh 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: The project proposes the construction of a new headquarters building for P.J. Reilly Contracting Co., Inc. which includes an office building with garage, parking lots, access drives, associated utilities, and stormwater management facilities.

 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: City of Philadelphia Department of Aviation (DOA)

 Applicant Address: Planning and Environmental Services, PHL Terminal D, 3rd Floor, Philadelphia, PA 19153

 Application Number: PAD510010 A-8

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: PNE Miscellaneous Electrical Work

 Total Earth Disturbance Area (acres): 11.62 acres

 Surface Waters Receiving Stormwater Discharges: Wooden Bridge Run Creek (TSF-MF) and Waltons Run 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: Misc. Electrical Amendment (This Submission): Trenching for the installation of proposed electrical utility lines and demolition/installation of electrical struct

 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: Geisinger Wyoming Valley Medical Center

 Applicant Address: 100 N. Academy Avenue, Danville, PA 17822-2455

 Application Number: PAD400076

 Application Type: New

 Municipality/County: Plains Township, Luzerne County

 Project Site Name: Geisinger Wyoming Valley Medical Center

 Total Earth Disturbance Area (acres): 20.77 acres

 Surface Waters Receiving Stormwater Discharges: 1. Mill Creek (HQ-CWF, MF)

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

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

 Project Description: The proposed land development will include the construction of a 100,000 square foot 10-story bed tower addition, off-street parking, and stormwater management facilities. BMPs include existing detention/infiltration basins that will be modified.

 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: 150 Birch Hill Industrial Development, LLC

 Applicant Address: 5 Knowles Creek Road, New Hope, PA 18938

 Application Number: PAD060062A-1

 Application Type: Major Amendment

 Municipality/County: Perry Township, Berks County

 Project Site Name: Proposed Distribution Center and Lot Consolidation

 Total Earth Disturbance Area (acres): 32.08 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Schuylkill River (WWF, MF) and wetlands

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

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

 Project Description: The proposed development includes the construction of a 412,500 square foot warehouse building with associated improvements such as parking, landscaping, lighting, new utility services and stormwater management BMPs.

 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: Maiden Creek Associates, L.P.

 Applicant Address: 120 West Germantown Pike, Suite 120, Plymouth Meeting, PA 19462

 Application Number: PAD060076

 Application Type: New

 Municipality/County: Maidencreek Township, Berks County

 Project Site Name: Proposed Warehouse Facility

 Total Earth Disturbance Area (acres): 83.7 acres

 Surface Waters Receiving Stormwater Discharges: Peters Creek (EV, MF)

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

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

 Project Description: Construct a 930,000 square foot warehouse building, access roads, associated stormwater facilities, and improvements to Allentown Pike to support the project.

 Special Conditions: N/A

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

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