NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[51 Pa.B. 1679]
[Saturday, March 27, 2021]

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 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 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 issued by DEP relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. 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.

 Section III provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.

 Applications and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. Members of the public are encouraged to use DEP's website to obtain additional information as previously discussed.

 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 in Sections I & II and to submit comments for those application and NOIs, 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.

 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.

 DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.

 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.

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.

 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 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.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984.

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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
2516201	Industrial Waste Individual WQM Permit	New	Shearers Foods, LLC 821 State Route 97 Waterford, PA 16441-2843	Waterford Township Erie County	NWRO
0716801	Joint DEP/PFBC Pesticides Permit	Renewal	Scotch Valley Country Club 18 Clubhouse Drive Hollidaysburg, PA 16648-9214	Frankstown Township Blair County	SCRO
0716802	Joint DEP/PFBC Pesticides Permit	Renewal	Scotch Valley Country Club 18 Clubhouse Drive Hollidaysburg, PA 16648-9214	Frankstown Township Blair County	SCRO
0716803	Joint DEP/PFBC Pesticides Permit	Renewal	Scotch Valley Country Club 18 Clubhouse Drive Hollidaysburg, PA 16648-9214	Frankstown Township Blair County	SCRO
0913830	Joint DEP/PFBC Pesticides Permit	Amendment	Jessica Levy & Chris Narburgh 1615 Pineville Road New Hope, PA 18938-5401	Buckingham Township Bucks County	SERO
1521807	Joint DEP/PFBC Pesticides Permit	New	Jim Horan 323 Maple Drive Kennett Square, PA 19348-1809	East Marlborough Township Chester County	SERO
4319812	Joint DEP/PFBC Pesticides Permit	New	Gloria Roman 1017 Milledgeville Road Cochranton, PA 16314	Deer Creek Township Mercer County	NWRO
6319801	Joint DEP/PFBC Pesticides Permit	Amendment	Valley Brook CC 425 Hidden Valley Road McMurray, PA 15317-2698	Peters Township Washington County	SWRO
6513804	Joint DEP/PFBC Pesticides Permit	Amendment	Allan Wampler P.O. Box 96 Laughlintown, PA 15655-0096	Ligonier Township Westmoreland County	SWRO
6715802	Joint DEP/PFBC Pesticides Permit	Amendment	Ted Jensenius 50 Cemetery Road Manchester, PA 17345-9616	Conewago Township York County	SCRO
6721802	Joint DEP/PFBC Pesticides Permit	New	Stanley P Laucks Jr 2463 Freysville Road Red Lion, PA 17356-8266	Windsor Township York County	SCRO
PA0098299	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Dreamlife Realty, LLC 1391 Sawgrass Corporate Parkway Sunrise, FL 33323-2889	Donegal Township Westmoreland County	SWRO
NOEX14202	No Exposure Certification	Renewal	B Braun Medical, Inc. 901 Marcon Boulevard Allentown, PA 18109-9512	Hanover Township Lehigh County	NERO
NOEXNW145	No Exposure Certification	Renewal	Muscle Products Corp 752 Kilgore Road Jackson Center, PA 16133-2618	Worth Township Mercer County	NWRO
NOEXNW214	No Exposure Certification	New	Deist Ind, Inc. 3547 Perry Highway Hadley, PA 16130-2325	Saegertown Borough Crawford County	NWRO
NOEXSC146	No Exposure Certification	Renewal	Bally Ribbon Mills 23 N 7th Street Bally, PA 19503-9638	Bally Borough Berks County	SCRO
NOEXSC361	No Exposure Certification	New	Utz Quality Foods, LLC 900 High Street Hanover, PA 17331-1639	Conewago Township Adams County	SCRO
NOEXSC362	No Exposure Certification	New	Utz Quality Foods, LLC 900 High Street Hanover, PA 17331-1639	Conewago Township Adams County	SCRO
NOEXSC363	No Exposure Certification	New	Utz Quality Foods, LLC 900 High Street Hanover, PA 17331-1639	Hanover Borough York County	SCRO
NOEXSW208	No Exposure Certification	Renewal	Chase Corp 201 Zeta Drive Pittsburgh, PA 15238-2813	Pittsburgh City Allegheny County	SWRO
PAG030115	PAG-03 NPDES General Permit for Industrial Stormwater	New	MM Metals USA, LLC 53 Middle Drive Morrisville, PA 19067	Falls Township Bucks County	SERO
PAG036294	PAG-03 NPDES General Permit for Industrial Stormwater	New	Norfolk Southern Corp 50 W 1st Street Waynesburg, PA 15370-2151	Waynesburg Borough Greene County	SWRO
PAG036295	PAG-03 NPDES General Permit for Industrial Stormwater	New	Valmont Pittsburgh Galvanizing 9 S 12th Street Midland, PA 15059-1641	Midland Borough Beaver County	SWRO
PAG038394	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Dawson Auto Wrecking, LLC 113 Protzman Road Butler, PA 16002-9145	Summit Township Butler County	NWRO
PAG123520	PAG-12 NPDES General Permit for CAFOs	Renewal	Leroy Z Zimmerman 327 Stackstown Road Marietta, PA 17547-9308	East Donegal Township Lancaster County	SCRO
PAG123595	PAG-12 NPDES General Permit for CAFOs	Renewal	Loren & Matthew Ehst 93 Deck Road Womelsdorf, PA 19567-9137	Tulpehocken Township Berks County	SCRO
PAG123611	PAG-12 NPDES General Permit for CAFOs	Renewal	Daniel L Petre 3409 Smoketown Road Spring Grove, PA 17362-8317	Manheim Township York County	SCRO
PAG123646	PAG-12 NPDES General Permit for CAFOs	Renewal	Joe Jurgielewicz & Son, Ltd P.O. Box 257 Shartlesville, PA 19554-0257	Bethel Township Berks County	SCRO
PAG123665	PAG-12 NPDES General Permit for CAFOs	Renewal	Kerek Musser 2604 Hossler Road Manheim, PA 17545-8111	Rapho Township Lancaster County	SCRO
PAG123726	PAG-12 NPDES General Permit for CAFOs	Renewal	Carsonville Farms, LP 6 S Broad Street Suite 2 Lititz, PA 17543-1402	Wayne Township Dauphin County	SCRO
PAG123770	PAG-12 NPDES General Permit for CAFOs	Renewal	Noah Light 791 Greble Road Lebanon, PA 17046-7852	Bethel Township Lebanon County	SCRO
PAG123781	PAG-12 NPDES General Permit for CAFOs	Renewal	West Donegal Farms 2011 Maytown Road Elizabethtown, PA 17022-9769	East Donegal Township Lancaster County	SCRO
PAG123795	PAG-12 NPDES General Permit for CAFOs	Renewal	Pigeon Hill Farms, LLC 9078 Orchard Road Spring Grove, PA 17362-8651	Jackson Township York 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
PAG124819	PAG-12 NPDES General Permit for CAFOs	Amendment	Willard G Hackman 1012 Dean Hill Road Wellsboro, PA 16901-7407	Delmar Township Tioga County	SCRO
PAG124833	PAG-12 NPDES General Permit for CAFOs	Renewal	Jerry Martin 121 Paradise Lane Lewisburg, PA 17837-7848	Buffalo Township Union County	SCRO
PAG124861	PAG-12 NPDES General Permit for CAFOs	Renewal	R & F Family Farms 473 Irish Valley Road Paxinos, PA 17860-7018	Shamokin Township Northumberland County	SCRO
PAG126106	PAG-12 NPDES General Permit for CAFOs	Renewal	Washington Trotting Association, LLC 210 Racetrack Road Washington, PA 15301-8966	North Strabane Township Washington County	SCRO
0993408	Sewage Land Application Individual WQM Permit	Renewal	Aqua Pennsylvania Wastewater, Inc. 762 W Lancaster Avenue Bryn Mawr, PA 19010-3402	Solebury Township Bucks County	SERO
1505426	Sewage Land Application Individual WQM Permit	Renewal	New London Township Chester County P.0. Box 1002 New London, PA 19360	New London Township Chester County	SERO
1506409	Sewage Land Application Individual WQM Permit	Renewal	Aqua Pennsylvania Wastewater, Inc. 762 W Lancaster Avenue Bryn Mawr, PA 19010-3402	Thornbury Township Chester County	SERO
0421400	Sewage Treatment Facilities Individual WQM Permit	New	Sandra Wood 102 Landwood Lane Freedom, PA 15042-2812	New Sewickley Township Beaver County	SWRO
2521404	Sewage Treatment Facilities Individual WQM Permit	New	Angel & Matthew Laitres 8879 Williams Road North East, PA 16428-5605	Greenfield Township Erie County	NWRO
2521405	Sewage Treatment Facilities Individual WQM Permit	New	Richard Folga 8356 Lewis Road Harborcreek, PA 16421-1222	Harborcreek Township Erie County	NWRO
5400407A1	Sewage Treatment Facilities Individual WQM Permit	Amendment	Orwigsburg Borough Municipal Authority Schuylkill County 209 N Warren Street Orwigsburg, PA 17961-1852	Orwigsburg Borough Schuylkill County	NERO
5421401	Sewage Treatment Facilities Individual WQM Permit	New	Cressona Borough Authority Schuylkill County 58 S Sillyman Street Cressona, PA 17929-1117	Cressona Borough Schuylkill County	NERO
6569426	Sewage Treatment Facilities Individual WQM Permit	Transfer	Dreamlife Realty, LLC 1391 Sawgrass Corporate Parkway Sunrise, FL 33323-2889	Donegal Township Westmoreland County	SWRO
6720403	Sewage Treatment Facilities Individual WQM Permit	New	Benjamin Shipley 208 Calvary Church Road Wrightsville, PA 17368-9518	Lower Windsor Township York County	SCRO
1406408	Sewer Extensions and Pump Stations Individual WQM Permit	Amendment	University Area Joint Authority 1576 Spring Valley Road State College, PA 16801-8401	Benner Township Centre County	NCRO
2502405	Sewer Extensions and Pump Stations Individual WQM Permit	Transfer	Union City Borough Municipal Authority Erie County 22 N Main Street Union City, PA 16438-1324	Union Township Erie County	NWRO
WQG02382101	WQG-02 WQM General Permit	New	Swatara Mobile Homes 2228 Grace Avenue Lebanon, PA 17046-8028	Swatara Township Lebanon 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

 PA0036820, Sewage, SIC Code 4952, Galeton Borough Authority, 15 West Street, Galeton, PA 16922-1264. Facility Name: Galeton Borough Authority Sewer System STP. This existing facility is located in Galeton Borough, Potter County.

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

 The receiving stream(s), Pine Creek (EV (existing use)), is located in State Water Plan watershed 9-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 0.5 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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	100	165	XXX	25.0	40.0	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	125	185	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
(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	Report	XXX	Report	Report	XXX
May 1 - Oct 31	50	75	XXX	12.0	18.0	24
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX

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

 • Chesapeake Bay Nutrient Requirements

 • Combined Sewer Overflows

 • Solids Management

 • TRC Effluent Limitations Below Quantitation Limits

 • Other Requirements

 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.

 PA0111741, Sewage, SIC Code 8211, Lewis Township Northumberland County, 1428 Rovendale Drive, Watsontown, PA 17777-8459. Facility Name: Warrior Run WW Treatment Plant. This existing facility is located in Lewis Township, Northumberland 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), Warrior Run (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 0.026 MGD.

	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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	45.0	60
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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX

 Sludge use and disposal description and location(s): The facility's sludge is transferred to other WWTPs for further processing.

 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.

 PA0115088, Sewage, SIC Code 4952, Benton Borough Municipal Water & Sewer Authority, P.O. Box 516, Benton, PA 17814-0516. Facility Name: Benton Municipal Water & Sewer Authority Sewer System. This existing facility is located in Benton Borough, Columbia 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), Fishing Creek (CWF), is located in State Water Plan watershed 5-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.132 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	28	44	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	33	50	XXX	30.0	45.0	60
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Nov 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	Report	Report	XXX	Report	XXX	XXX

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

 • Other Requirements

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0063878, Sewage, SIC Code 4952, Northeastern Schuylkill Joint Municipal Authority, P.O. Box 170, Barnesville, PA 18214-0170. Facility Name: Northeastern Schuylkill Joint Municipal Authority Wastewater Treatment Plant. This existing facility is located in Rush Township, Schuylkill County.

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

 The receiving stream(s), Pine Creek (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.245 MGD—Interim Limits.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	51.7	XXX	XXX	25.3	XXX	51.0
May 1 - Oct 31	17.3	XXX	XXX	8.5	XXX	17.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.245 MGD—Interim Limits.

 (From Permit Effective Date to Four Years and Six Months After Permit Effective Date)

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

 

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	39.2	XXX	XXX	19.2	XXX	38.7
May 1 - Oct 31	13.1	XXX	XXX	6.4	XXX	12.9

 The proposed effluent limits for Outfall 001 are based on a design flow of .245 MGD.—Final Limits.

 (From Four Years and Six Months After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total	0.086	0.17 Daily Max	XXX	0.042	0.084	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.245 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	0.98
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	51.0	82.0	XXX	25.0	40.0	50.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
CBOD5 Minimum %  Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	61.0	92.0	XXX	30.0	45.0	60.0
Raw Sewage Influent	Report	Report Daily Max	XXX	Report Geo Mean	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
Total Dissolved Solids	XXX	XXX	XXX	1,000 Avg Qrtly	XXX	2,000
Nitrate-Nitrite as N	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Sulfate, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Chloride	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Effluent Limits Compliance Schedule

 • Solids Management

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 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

 PA0263605, Sewage, SIC Code 4952,8800, Cynthia Williams, 26833 State Highway 408, Cambridge Springs, PA 16403-5431. Facility Name: Cynthia Williams SFTF. This existing facility is located in Rockdale Township, Crawford 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 Dead Creek (HQ-TSF), is located in State Water Plan watershed 16-A and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (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
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.

 PA0264075, Sewage, SIC Code 4952, 8800, Harry Snyder, 6686 Pleasant Drive, Warren, PA 16365-7440. Facility Name: Harry Snyder SRSTP. This existing facility is located in Pleasant Township, Warren 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), Hedgehog Run (HQ-CWF), is located in State Water Plan watershed 16-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 PA0264415, Sewage, SIC Code 4952, 8800, Jeffrey & Mary Cusick, 1049 Hartford Road, Sharpsville, PA 16150-9648. Facility Name: Jeffrey & Mary Cusick SRSTP. This existing facility is located in South Pymatuning Township, Mercer 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 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 .0005 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0008508, Industrial, SIC Code 3671, Burle Business Park LP, 1004 New Holland Avenue, Lancaster, PA 17601-5606. Facility Name: Burle Business Park IWTP. This existing facility is located in Lancaster City, Lancaster 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), Conestoga River (WWF, MF) is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .321 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
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Total Phosphorus	XXX	XXX	XXX	2.0	4.0 Daily Max	5.0
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.193 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 Suspended Solids	Report	Report	XXX	31.0	60.0	77.5
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	Report	Report	XXX	0.26	0.69	0.86
Chromium, Total	Report	Report	XXX	1.71	2.77	4.3
Copper, Total	Report	Report	XXX	2.07	3.38	5.2
Cyanide, Total	Report	Report	XXX	0.65	1.2	1.6
Lead, Total	Report	Report	XXX	0.43	0.69	1
Nickel, Total	Report	Report	XXX	2.38	3.98	6
Silver, Total	Report	Report	XXX	0.24	0.43	0.6
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	Report	Report	XXX	1.48	2.61	3.7
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX
Total Toxic Organics	Report Annl Avg	Report	XXX	XXX	2.13	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.128 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
Temperature (deg F) (°F)	XXX	XXX	XXX	110.0	XXX	XXX

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

 The EPA Waiver is not in effect.

 PA0082953, Industrial, SIC Code 4953, Diller Transfer Station, LLC, 1184 McClellandtown Road, McClellandtown, PA 15458. Facility Name: Diller Transfer Station & Landfill. This existing facility is located in Hampden Township, Cumberland 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), Sears Run (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 .01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Phenol	Report Semi Avg	Report	XXX	0.015 Semi Avg	0.026	0.0375
a-Terpineol	Report Semi Avg	Report	XXX	0.016 Semi Avg	0.033	0.04
Benzoic Acid	Report Semi Avg	Report	XXX	0.071 Semi Avg	0.12	0.178
p-Cresol	Report Semi Avg	Report	XXX	0.014 Semi Avg	0.025	0.035

 The proposed effluent limits for Outfall 001 are based on a design flow of .01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	2.1	4.1	XXX	25.0	50.0	60
Total Suspended Solids	2.2	4.5	XXX	27.0	54.0	68
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Ammonia-Nitrogen	0.4	0.8	XXX	4.9	10	12
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	0.17	0.33	XXX	2.0	4.0	5
Arsenic, Total	Report	Report	XXX	0.05	0.10	0.125
Copper, Total	Report	Report	XXX	0.05	0.10	0.125
Iron, Dissolved	0.23	0.35	XXX	2.7	4.2	6.8
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
Silver, Total	Report	Report	XXX	0.01	0.02	0.025
Zinc, Total	Report	Report	XXX	0.11	0.20	0.275

 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.

 PA0020591, Sewage, SIC Code 4952, Mount Gretna Borough Authority Lebanon County, P.O. Box 61, Mount Gretna, PA 17064-0061. Facility Name: Mt Gretna STP. This existing facility is located in Mount Gretna Borough, 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), Conewago Creek (TSF), is located in State Water Plan watershed 7-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	42	67	XXX	25	40	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	50	75	XXX	30	45	60
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
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	15	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	5.0	XXX	XXX	3.0	XXX	6
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	0.050	XXX	XXX	0.030	XXX	0.075
Total Phosphorus  (Total Load, lbs)	XXX	1,217 Total Annual	XXX	XXX	XXX	XXX

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

 • Stormwater Prohibition

 • Approval Contingencies

 • Restrictions on receipt of hauled in waste under certain conditions

 • Solids Management

 • Condition for site data collection to refine water Quality-based effluent limitation for toxics

 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.

 PA0021202, Sewage, SIC Code 4952, East Berlin Borough Municipal Authority Adams County, P.O. Box 37, East Berlin, PA 17316-0037. Facility Name: East Berlin Borough STP. This existing facility is located in East Berlin Borough, Adams 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), Conewago Creek (WWF), is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.243 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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	51	81 Wkly Avg	XXX	25	40	50
Total Suspended Solids	61	91 Wkly Avg	XXX	30	45	60
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
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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	XXX
Total Phosphorus	4.1	XXX	XXX	2.0	XXX	4

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	7,306	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	913	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 PA0051764, Sewage, SIC Code 7991, Galen Hall Corporation, 815 Lancaster Avenue, Reading, PA 19607-1636. Facility Name: Galen Hall CC. This existing facility is located in South Heidelberg Township, Berks 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 Little Cocalico Creek (TSF, MF), is located in State Water Plan watershed 7-J and is classified for Migratory Fishes and 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 .002 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	Report	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)
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 717-705-4732.

 The EPA Waiver is in effect.

 PA0081329, Sewage, SIC Code 4952, South Londonderry Township Municipal Authority Lebanon County, 27 W Market Street, Palmyra, PA 17078-8736. Facility Name: South Londonderry Lawn STP. This existing facility is located in South Londonderry 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), Conewago Creek (TSF), is located in State Water Plan watershed 7-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0225 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 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	4.6	7.5	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	5.6	8.4	XXX	30	45	60
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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	0.4	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs)	XXX	137 Total Annual	XXX	XXX	XXX	XXX

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

 • Stormwater Prohibition, Approval Contingencies, Solids Management, Restriction on receipt of hauled in waste under certain conditions and Chlorine minimization condition.

 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.

 PA0082198, Sewage, SIC Code 4952, Peters Township Board of Supervisors, 5000 Steele Avenue, Lemasters, PA 17231-9800. Facility Name: Peters Township Upton STP. This existing facility is located in Peters Township, Franklin 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 Conococheague Creek (WWF, MF), is located in State Water Plan watershed 13-C and is classified for Migratory Fishes and 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 .025 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 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.1	XXX	0.36
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	5.2	8.3	XXX	25.0	40.0	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	6.3	9.4	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	1.5	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	0.5	XXX	XXX	2.5	XXX	5

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 PA0082287, Sewage, SIC Code 8661, PA De District Council Assemblies of God, 430 Union Hall Road, Carlisle, PA 17013-8303. Facility Name: Bongiorno Conference Center. 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 sewage.

 The receiving stream(s), 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 .025 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

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

 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.

 PA0083208, Sewage, SIC Code 4952, Refreshing Mountain Camp, Inc., 455 Camp Road, Stevens, PA 17578. Facility Name: Refreshing Mountain Camp, Inc. This existing facility is located in Clay Township, Lancaster County.

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

 The receiving stream(s), Unnamed Tributary to Middle Creek (TSF), is located in State Water Plan watershed 7-J 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 .006 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	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

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

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

 PA0261157, Sewage, SIC Code 6514, Ivan Diem, Jr, 549 Jones Road, Mifflintown, PA 17059. Facility Name: Diem Residence. This existing facility is located in Delaware Township, Juniata 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 Delaware Creek (TSF), is located in State Water Plan watershed 12-B 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0053384, Sewage, SIC Code 1542, Buckingham Assembly Hall of Jehovahs Witnesses, 4414 New Hope Road, Furlong, PA 18925-1306. Facility Name: Jehovahs Witnesses STP. This existing facility is located in Buckingham Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary of Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and 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 .008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPD)	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	0.13	XXX	0.30
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • No Stormwater to Sewers

 • Obtain Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon STP when Public Sewer Available

 • Chlorine Minimization

 • Small Stream Discharge

 • Designation of Responsible Operator

 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.

 PA0057908, Sewage, SIC Code 7997, Jericho National Golf Club, Inc., 250 Brownsburg Road, New Hope, PA 18938. Facility Name: Jericho National Golf Club STP. This existing facility is located in Upper Makefield Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Jericho Creek (WWF, MF), is located in State Water Plan watershed 2-E and is classified for Migratory Fishes and 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 0.0042 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
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	200.0 Geo Mean	XXX	1,000.0
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • Notification of the designation of responsible operator

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

 • Total Residual Chlorine (TRC) minimization in effluent

 • Operation 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.

 PA0244813, Sewage, SIC Code 8811, Becker Jeremiah S, 10 Jug Hollow Road, Phoenixville, PA 19460. Facility Name: Becker SRSTP. This existing facility is located in Schuylkill 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 Unnamed Tributary to Schuylkill River (HQ-TSF, MF), is located in State Water Plan watershed 3-F and is classified for Migratory Fishes and High-Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 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

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

 A. AMR Submission

 B. DMR Submission

 C. Measurement of Septage

 D. Pumping of Septic Tanks

 E. Chlorine Optimization

 F. No Stormwater

 G. Acquire Necessary Property Rights

 H. Proper Sludge Disposal

 I. Abandon STP when Municipal Sewers Available

 J. UV Contact Surface Cleaning

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0030864, Sewage, SIC Code 8211, Western Beaver County School District, 343 Ridgemont Drive, Midland, PA 15059-2219. Facility Name: Fairview Elementary School STP. This existing facility is located in Ohioville Borough, Beaver 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), Island Run (WWF), is located in State Water Plan watershed 20-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 .0065 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.0065	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
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
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	6.6	XXX	13.2
May 1 - Oct 31	XXX	XXX	XXX	2.3	XXX	4.6
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	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 412-442-4000.

 The EPA Waiver is in effect.

 PA0031984, Sewage, SIC Code 7999, PA DCNR, 3000 State Route 18, Hookstown, PA 15050-1605. Facility Name: Raccoon Creek State Park Sewage Treatment Plant. This existing facility is located in Hanover Township, Beaver 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), Traverse Creek, is located in State Water Plan watershed 20-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 0.1 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	0.10	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)
Oct 1 - Apr 30	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
May 1 - Sep 30	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen
Oct 1 - Apr 30	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
May 1 - Sep 30	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)
Oct 1 - Apr 30	XXX	XXX	XXX	0.15	XXX	0.35
May 1 - Sep 30	XXX	XXX	XXX	0.15	XXX	0.35
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	40.0	50
Total Suspended Solids	XXX	XXX	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	XXX	XXX	XXX	2.5	XXX	5.0
Aluminum, Total	XXX	XXX	XXX	4.0	8.0 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0 Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	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 412-442-4000.

 The EPA Waiver is in effect.

 PA0254355, Sewage, Patricia Varner, 1776 Lambertsville Road, Stoystown, PA 15563-8208. Facility Name: Comanche 9 SRSTP. This existing facility is located in Indian Lake Borough, Somerset 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 Rhoads Creek (CWF), is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200.0	XXX	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.

 

 PA0025615, Industrial, SIC Code 4911, Energy Harbor Nuclear Corporation, 168 East Market Street, Akron, OH 44308-2014. Facility Name: Beaver Valley Power Station. This existing facility is located in Shippingport Borough, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of industrial waste, cooling water, and storm water.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 36.0 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 Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.25
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	110	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	0.012	0.019	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX
Hydrazine	XXX	XXX	XXX	0.007	0.007	XXX
Nalco H150M	XXX	XXX	XXX	0.034	0.034	XXX
Phenolics, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.252 MGD.—Limits.

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

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.001 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
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for Internal Monitoring Point 401 are based on a design flow of 0.001 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	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for Internal Monitoring Point 601 are based on a design flow of 0.02 MGD.—Limits.

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

 The proposed effluent limits for Internal Monitoring Point 701 are based on a design flow of 0.0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.5 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

 The proposed effluent limits for Internal Monitoring Point 102 are based on a design flow of 0.5 MGD.—Limits.

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 1.193 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	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	0.012	0.019	XXX
Hydrazine	XXX	XXX	XXX	0.007	0.007	XXX
Nalco H150M	XXX	XXX	XXX	0.034	0.034	XXX

 The proposed effluent limits for Internal Monitoring Point 103 are based on a design flow of 0.254 MGD.—Limits.

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

 The proposed effluent limits for Internal Monitoring Point 303 are based on a design flow of 0.216 MGD.—Limits.

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

 The proposed effluent limits for Internal Monitoring Point 403 are based on a design flow of 0.288 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 Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.25
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX
Hydrazine	XXX	XXX	XXX	0.007	0.007	XXX
Nalco H150M	XXX	XXX	XXX	0.034	0.034	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 7.7 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 Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.25
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	110	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.5 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

 The proposed effluent limits for Outfall 007 are based on a design flow of 9.6 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 Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	0.20	XXX
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	110	XXX
Nalco H150M	XXX	XXX	XXX	0.034	0.034	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 108 are based on a design flow of 0.0 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 3.63 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 Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	0.20	XXX
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	110	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Nalco H150M	XXX	XXX	XXX	0.034	0.034	XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of 0.095 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	0.012	0.019	XXX

 The proposed effluent limits for Internal Monitoring Point 111 are based on a design flow of 0.048 MGD.—Limits.

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

 The proposed effluent limits for Internal Monitoring Point 211 are based on a design flow of 0.048 MGD.—Limits.

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

 The proposed effluent limits for Outfall 012 are based on a design flow of 0.002 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
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 013 are based on a design flow of 0.002 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	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 313 are based on a design flow of 0.048 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15	20	XXX

 The proposed effluent limits for Outfalls 014—017 and 019 are for storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 In addition, the permit contains the following major special conditions: requirements for chemical additives, storm water associated with industrial activities, macrofouling control chemicals, water quality-based effluent limits below quantitation limits, and non-storm water discharges. Also, to minimize adverse impacts from impingement and entrainment and comply with Best Technology Available (BTA) requirements for cooling water intake structures under Section 316(b) of the Clean Water Act, the permittee shall: 1) operate a closed cycle recirculating system as defined at 40 CFR 125.92(c); and 2) monitor the actual intake flows at a minimum frequency of daily, including measurements of cooling water withdrawals, make-up water and blow down volume or, alternatively, monitor cycles of concentration at a minimum frequency of daily. The permittee shall submit all monitoring data with the next permit renewal application and shall retain data and other records for any information developed pursuant to Section 316(b) of the Clean Water Act for a minimum of ten years.

 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.

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

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Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD150208	New	Amitava Ghosh 505 Bentley Court Exton, PA 19341-2359	Charlestown Township Chester County	SERO
PAD150212	New	Roger McGlockin 2 Meng Road Schwenksville, PA 19473-1729	East Vincent Township Chester County	SERO
PAD400041	New	Bear Creek Foundation, Inc. 30 Charter Way Bear Creek Township, PA 18702	Bear Creek Township Luzerne County	NERO
PAD450014 A-2	Major Amendment	Pocono Mountains Municipal Airport Authority 188 Airport Drive Tobyhanna, PA 18466	Coolbaugh Township Mount Pocono Borough Monroe County	NERO
PAD390203	Renewal	Jason Danweber 3650 Schoeneck Road Macungie, PA 18062	Lower Macungie Township Lehigh County	NERO
PAD640026	New	PPL Electric Utilities Corporation Two North Ninth Street GENN 4 Allentown, PA 18101-1139	Dreher Township Lehigh Township Wayne County	NERO
PAD020040	New	Churchill Creek Development, LLC 5050 West Tilghman Street Suite 435 Allentown, PA 18104-9112	Churchill Borough Allegheny County	Allegheny County Conservation District 33 Terminal Way Suite 325B Pittsburgh, PA 15219 412-291-8010
PAD270001	New	PA DCNR 400 Market Street Harrisburg, PA 17105	Barnett Township Forest County	NWRO

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