NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications and Actions Notices

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APPLICATIONS

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[52 Pa.B. 2975]
[Saturday, May 21, 2022]

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 the Department 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 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, 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 the Department 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 the Department 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
PAD150265	Chapter 102 Individual NPDES Permit	Transfer	Calatlantic Group LLC 2312 N Broad Street Colmar, PA 18915-9725	East Coventry Township Chester County	SERO
PA0204811	Industrial Stormwater Individual NPDES Permit	Transfer	Vision Profile Extrusions USA Ltd 1 Contact Place Delmont, PA 15626-1402	Salem Township Westmoreland County	SWRO
0622803	Joint DEP/PFBC Pesticides Permit	New	Keturakis Paul 1134 Elverson Road Morgantown, PA 19543-9497	Caernarvon Township Berks County	SCRO
1522806	Joint DEP/PFBC Pesticides Permit	New	Rock Hill Farm 2320 S Valley Road Berwyn, PA 19312	Willistown Township Chester County	SERO
3822201	Manure Storage and Wastewater Impoundments Individual WQM Permit	New	Duane Copenhaver 984 Forney Lane Lebanon, PA 17042-4714	South Annville Township Lebanon County	SCRO
PA0001350	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Washington County Land Resources, Inc. 46226 National Road Saint Clairsville, OH 43950-8742	Somerset Township Washington County	SWRO
PA0216160	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Washington County Land Resources, Inc. 46226 National Road Saint Clairsville, OH 43950-8742	South Strabane Township Washington County	SWRO
4189203	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Amendment	Lycoming Engines 652 Oliver Street Williamsport, PA 17701-4410	Williamsport City Lycoming County	NCRO
2110401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Silver Spring Country Estates 9450 SW Gemini Drive # 65221 Beaverton, OR 97008-7105	Silver Spring Township Cumberland County	SCRO
3499401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Twin Borough Sanitary Authority Juniata County P.O. Box 118 17 River Drive Mifflin, PA 17058-0118	Milford Township Juniata County	SCRO
467S050	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Washington County Land Resources, Inc. 46226 National Road Saint Clairsville, OH 43950-8742	Somerset Township Washington County	SWRO
4795401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Great Dane, LLC 222 N La Salle Street Suite 1000 Chicago, IL 60601-1007	Limestone Township Montour County	NCRO
6303403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Washington County Land Resources, Inc. 46226 National Road Saint Clairsville, OH 43950-8742	Amwell Township Washington County	SWRO
6379410	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Washington County Land Resources, Inc. 46226 National Road Saint Clairsville, OH 43950-8742	South Strabane Township Washington County	SWRO
NOEXSC380	No Exposure Certification	New	Graham Packaging Co. 700 Indian Springs Drive Lancaster, PA 17601-7800	Manchester Township York County	SCRO
PAG040064	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Cornes Thomas 208 Neiffer Road Schwenksville, PA 19473-1410	Limerick Township Montgomery County	SERO
PAG049446	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Catherine & Michael Hoopaugh 874 Bartlett Road Harborcreek, PA 16421-1130	Harborcreek Township Erie County	NWRO
PAG109620	PAG-10 NPDES General Permit for Hydrostatic Test Water	Renewal	Transcontinental Gas Pipe Line Co., LLC 2800 Post Oak Boulevard Houston, TX 77056-6100	Statewide	CO
2514404	Sewer Extensions Individual WQM Permit	Amendment	Summit Township Sewer Authority Erie County 68 Port Access Road Erie, PA 16507-2204	Erie City Erie County	NWRO
PA0255718	Single Residence STP Individual NPDES Permit	Transfer	Damron Loretta A 2149 Henry Road Sewickley, PA 15143-9173	Sewickley Hills Borough Allegheny County	SWRO
PA0288748	Single Residence STP Individual NPDES Permit	Transfer	David & Joyce Mahan 1070 Stone Springhouse Road Titusville, PA 16354-7072	Cherrytree Township Venango County	NWRO
0220402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Damron Loretta A 2149 Henry Road Sewickley, PA 15143-9173	Sewickley Hills Borough Allegheny County	SWRO
2522413	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Jacqueline & Ross Fonticella 6501 Franklin Road Fairview, PA 16415-2442	Fairview Township Erie County	NWRO
6120403	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	David & Joyce Mahan 1070 Stone Springhouse Road Titusville, PA 16354-7072	Cherrytree Township Venango County	NWRO
6222405	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Milliron Jacob 68 Apple Tree Lane Coudersport, PA 16915-8477	Limestone Township Warren County	NWRO
6522400	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Poole David W 267 Mendon Road Smithton, PA 15479-8741	South Huntingdon Township Westmoreland County	SWRO
PA0056294	Small Flow Treatment Facility Individual NPDES Permit	Transfer	Shree Hari Golf, LLC 1921 Ludwig Road Gilbertsville, PA 19525-9438	New Hanover Township Montgomery County	SERO
WQG018635	WQG-01 WQM General Permit	Transfer	Catherine & Michael Hoopaugh 874 Bartlett Road Harborcreek, PA 16421-1130	Harborcreek Township Erie County	NWRO
WQG02652201	WQG-02 WQM General Permit	New	Penn Twp Sewer Authority 12441 Route 993 N Huntingdon, PA 15642-4264	N Huntingdon Township Westmoreland County	SWRO

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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

 PA0029831, Sewage, SIC Code 8211, Sullivan County School District, P.O. Box 240, Laporte, PA 18626-0240. Facility Name: Sullivan County School District Treatment Plant. This existing facility is located in Laporte Borough, Sullivan 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 Mill Creek (EV (existing use)), is located in State Water Plan watershed 10-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.05
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	9.5	XXX	19
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0114472, Sewage, SIC Code 4952, Cherry Township Board of Supervisors, 11961 Route 87, Dushore, PA 18614-7440. Facility Name: Cherry Township Wastewater Treatment Plant. This existing facility is located in Cherry Township, Sullivan 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), Birch Creek (EV (existing use)), is located in State Water Plan watershed 10-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07 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	Report	XXX	0.05
Carbonaceous Biochemical Oxygen Demand (CBOD5)	14	23	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	17	26	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	Report	Report	XXX	Report	Report	XXX
May 1 - Oct 31	6.0	9.0	XXX	11.0	16.0	22
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 The EPA Waiver is in effect.

 PA0233188, Sewage, SIC Code 4952, South Centre Township, 6260 4th Street, Bloomsburg, PA 17815-8731. Facility Name: South Centre Township Sewer System. This proposed facility is located in South Centre Township, Columbia County.

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

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 5-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 0.384 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	75	125	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	90	140	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
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	Report	XXX	Report	Report	XXX
May 1 - Oct 31	75	125	XXX	25.0	40.0	50
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	4,361 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	698 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:

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

 • 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.

 PA0233226, Sewage, SIC Code 4952, Frederick R. Cleaver, Jr & Christine R. Cleaver, 2244 Egypt Road, Woodland, PA 16881-8815. Facility Name: Frederick R. Cleaver, Jr & Christine R. Cleaver. This proposed facility is located in Bradford Township, Clearfield County.

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

 The receiving stream(s), Sulphur Run (CWF, MF), is located in State Water Plan watershed 8-C 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 0.0004 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0290491, Sewage, SIC Code 8800, Rod E Wilt, 262 Leech Road, Greenville, PA 16125-9428. Facility Name: Rod Wilt SRSTP. This proposed facility is located in Highland Township, Clarion County.

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

 The receiving stream(s), Clarion River, is located in State Water Plan watershed 17-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 0.0004 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 PA0290629, Sewage, SIC Code 4952, 8800, Sherri Thompson, 10020 Springboro Road, Springboro, PA 16435-2448. Facility Name: Sherri Thompson SRSTP. This proposed facility is located in Spring Township, Crawford County.

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

 The receiving stream is an Unnamed Tributary to Conneaut Creek, located in State Water Plan watershed 15-A and classified for Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	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	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0261769, Industrial, SIC Code 2672,2891, Adhesives Research, Inc., 400 Seaks Run Road, Glen Rock, PA 17327-9500. Facility Name: Adhesives Research Inc. This existing facility is located in Springfield Township, York 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 Seaks Run (HQ-CWF), is located in State Water Plan watershed 7-H 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 .00085 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .00085 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .00085 MGD.—Limits.

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

 The proposed effluent limits for Outfall 101 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
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0

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

 The EPA Waiver is in effect.

 PA0262072, Industrial, SIC Code 2033, Knouse Foods Cooperative, Inc., 53 East Hanover Street, Biglerville, PA 17307. Facility Name: Knouse Foods Peach Glen Fruit Proc Facility. This existing facility is located in Huntington 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 Bermudian Creek (WWF, MF), is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.217 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
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Color (Pt-Co Units)  (Pt-Co Units)	XXX	XXX	XXX	91	182	228
Biochemical Oxygen  Demand (BOD5)	18.1	36.2	XXX	10.0	20.0	25.0
Total Suspended Solids	18.1	36.2	XXX	10.0	20.0	25.0
Osmotic Pressure  (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen
May 1 - Oct 31	3.6	7.2	XXX	2.0	4.0	5.0
Nov 1 - Apr 30	10.9	21.7	XXX	6.0	12.0	15.0
Total Nitrogen	21.7	43.4	XXX	12.0	24.0	30.0
Total Phosphorus	0.9	1.8	XXX	0.5	1.0	1.25
Aluminum, Total	1.053	1.643	XXX	0.582	0.908	1.455
Iron, Dissolved	0.657	1.024	XXX	0.363	0.566	0.908
Zinc, Total	0.166	0.250	XXX	0.092	0.138	0.23
Oil and Grease	XXX	27.1	XXX	XXX	15.0	30.0
Iron, Total	3.285 Avg Qrtly	5.125	XXX	1.815 Avg Qrtly	2.832	4.538
Lead, Total (ug/L)	0.005 Avg Qrtly	0.009	XXX	3.02 Avg Qrtly	4.71	7.54
Manganese, Total (ug/L)	Report Avg Qrtly	Report	XXX	Report Avg Qrtly	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.217 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Temperature (deg F) (°F)  Downstream Monitoring	XXX	XXX	XXX	Report	XXX	XXX
Temperature (deg F) (°F)  Upstream Monitoring	XXX	XXX	XXX	Report	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Selenium, Total (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.217 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Temperature (deg F) (°F)
Jan 1 - 31	XXX	XXX	XXX	42.3	XXX	XXX
Feb 1 - 28	XXX	XXX	XXX	42.5	XXX	XXX
Mar 1 - 31	XXX	XXX	XXX	48.9	XXX	XXX
Apr 1 - 15	XXX	XXX	XXX	53.9	XXX	XXX
Apr 16 - 30	XXX	XXX	XXX	56.9	XXX	XXX
May 1 - 15	XXX	XXX	XXX	58.1	XXX	XXX
May 16 - 31	XXX	XXX	XXX	62.1	XXX	XXX
Jun 1 - 15	XXX	XXX	XXX	65.3	XXX	XXX
Jun 16 - 30	XXX	XXX	XXX	69.3	XXX	XXX
Jul 1 - 31	XXX	XXX	XXX	72.7	XXX	XXX
Aug 1 - 15	XXX	XXX	XXX	72.6	XXX	XXX
Aug 16 - 31	XXX	XXX	XXX	71.6	XXX	XXX
Sep 1 - 15	XXX	XXX	XXX	67.5	XXX	XXX
Sep 16 - 30	XXX	XXX	XXX	64.5	XXX	XXX
Oct 1 - 15	XXX	XXX	XXX	63.5	XXX	XXX
Oct 16 - 31	XXX	XXX	XXX	58.5	XXX	XXX
Nov 1 - 15	XXX	XXX	XXX	50.7	XXX	XXX
Nov 16 - 30	XXX	XXX	XXX	45.7	XXX	XXX
Dec 1 - 31	XXX	XXX	XXX	42.0	XXX	XXX
Temperature (deg F) (°F)  Downstream Monitoring	XXX	XXX	XXX	Report	XXX	XXX
Temperature (deg F) (°F)  Upstream Monitoring	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total (ug/L)	0.018	0.028	XXX	10.1	15.2	25.2
Selenium, Total (ug/L)	0.013	0.02	XXX	7.05	11.0	17.6

 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	Average Monthly	Annual	Minimum	Average Monthly	Maximum	IMAX
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	0	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	0	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
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	25.0	XXX	50.0
Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Annual	Minimum	Average Monthly	Maximum	IMAX
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	0	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	0	XXX	XXX	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	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Oxygen	XXX	XXX	XXX	XXX	Report	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 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
Dissolved Oxygen	XXX	XXX	XXX	XXX	Report	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

 PA0026051, Sewage, SIC Code 4952, Chambersburg Borough, 100 S 2nd Street, Chambersburg, PA 17201-2515. Facility Name: Chambersburg Borough STP. This existing facility is located in Chambersburg Borough, 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), Conococheague Creek (WWF), is located in State Water Plan watershed 13-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 11.28 MGD.—Interim 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.27	XXX	0.87
Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30	2,351	3,763	XXX	25	40	50
May 1 - Oct 31	1,411	2,257	XXX	15	24	30
Total Suspended Solids	2,822	4,233	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	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	846	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	282	XXX	XXX	3.0	XXX	6
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Copper, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 11.28 MGD.—Final 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.27	XXX	0.87
Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30	2,351	3,763	XXX	25	40	50
May 1 - Oct 31	1,411	2,257	XXX	15	24	30
Total Suspended Solids	2,822	4,233	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity   (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	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	846	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	282	XXX	XXX	3.0	XXX	6
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Copper, Total	1.98	3.09 Daily Max	XXX	0.021	0.033 Daily Max	0.053
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 11.28 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	124,199 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	16,560 Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 PA0026441, Sewage, SIC Code 4952, Lemoyne Borough Municipal Authority, 3 Lowther Street, Lemoyne, PA 17043-2029. Facility Name: Lemoyne STP. This existing facility is located in Lemoyne Borough, 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), Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-C and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .9 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	187	300	XXX	25.0	40.0	50
Total Suspended Solids	225	337	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
Nitrate-Nitrite as N  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	15	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .9 MGD.—Final 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)	187	300	XXX	25.0	40.0	50
Total Suspended Solids	225	337	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
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	15	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
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

 The proposed effluent limits for Outfall 001 are based on a design flow of .9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
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	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	19,433 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	2,429 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 PA0084778, Sewage, SIC Code 4952, Granville Township Municipal Authority, Mifflin County, 100 Helen Street, Lewistown, PA 17044-2437. Facility Name: Granville Township Strodes Mills STP. This existing facility is located in Granville Township, Mifflin 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), Strodes Run (HQ-CWF), is located in State Water Plan watershed 12-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 0.066 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous 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
CBOD5	13.0	22.0 Wkly Avg	XXX	25.0	40.0	50.0
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	16.0	24.0 Wkly Avg	XXX	30.0	45.0	60.0
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 (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen
May 1 - Oct 31	1.5	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	5.0	XXX	XXX	9.0	XXX	18.0

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

	Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	IMAX
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

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

 • Stormwater prohibition

 • Notification of the designation of responsible operator

 • Hauled-in waste restriction

 • Notification for TRC

 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.

 PA0085511, Sewage, SIC Code 4952, West Hanover Township Water & Sewer Authority, 7901 Jonestown Road, Harrisburg, PA 17112-9728. Facility Name: West Hanover Township STP. This existing facility is located in West Hanover Township, Dauphin County.

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

 The receiving stream(s), Unnamed Tributary of Manada 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 .78 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
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	XXX	XXX	XXX
CBOD5	162	260 Wkly Avg	XXX	25.0	40.0	50
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	195	292 Wkly Avg	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	29	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	10	XXX	XXX	1.5	XXX	3
Ammonia-Nitrogen  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	13	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	0.065	XXX	XXX	0.010	XXX	0.025
Lead, Total	0.020	XXX	XXX	0.003	XXX	0.008
Zinc, Total	0.78	XXX	XXX	0.12	XXX	0.3
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	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	14,246 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	1,900 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

 • The permittee is authorized to use 2,250 lbs/year as Total Nitrogen (TN) offsets toward compliance with the Annual Net TN mass load limitations (Cap Loads)

 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

 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.

 PA0087955, Sewage, SIC Code 4941, 4952, Cassville Water & Sewer Authority, Huntingdon County, P.O. Box 48, Cassville, PA 16623-0048. Facility Name: Cassville STP. This existing facility is located in Cass Township, Huntingdon 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 Little Trough Creek (TSF), is located in State Water Plan watershed 11-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 0.03 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)	6.3	10.0 Wkly Avg	XXX	25.0	40.0	50.0
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	7.5	11.3 Wkly Avg	XXX	30.0	45.0	60.0
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen
May 1 - Oct 31	1.0	XXX	XXX	4.0	XXX	8.0
Nov 1 - Apr 30	3.0	XXX	XXX	12.0	XXX	24.0

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

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

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

 • Stormwater prohibition

 • Notification of designation of responsible operator

 • Hauled-in waste restriction

 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.

 PA0291587, Sewage, SIC Code 6514, Thomas Lightner, 317 N Mountain Road, Newville, PA 17241-9731. Facility Name: Thomas Lightner Res. This proposed facility is located in Upper Frankford Township, Cumberland County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	5.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0040843, Sewage, SIC Code 7032, Lutheran Camp Association, Inc., P.O. Box 245, Jennerstown, PA 15547-0245. Facility Name: Sequanota Lutheran Conference Center & Camp. This existing facility is located in Jenner Township, Somerset 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 Pickings Run (HQ-CWF), is located in State Water Plan watershed 18-E 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 .015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Avg. Annual	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 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.)
Sep 1 - May 31	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Jun 1 - Aug 31	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Dissolved Oxygen
Sep 1 - May 31	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Jun 1 - Aug 31	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)
Sep 1 - May 31	XXX	XXX	XXX	0.168	XXX	0.548
Jun 1 - Aug 31	XXX	XXX	XXX	0.168	XXX	0.548
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)
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
Nov 1 - Apr 30	XXX	XXX	XXX	13.5	XXX	27.0
May 1 - Oct 31	XXX	XXX	XXX	4.5	XXX	9.0

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

 • Optimization of chlorine dosage

 • Solids management for non-lagoon system

 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.

 PA0252492, Sewage, SIC Code 4952, Shippingport Borough, P.O. Box 76, Shippingport, PA 15077-0076. Facility Name: Shippingport Borough. 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 an existing discharge of treated sewage.

 The receiving stream(s), Ohio River (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 .0985 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0985 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	20.5	32.86	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	24.64	36.98	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Nov 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	400
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0985 MGD.—Limits.

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

 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.

 PA0284777, Sewage, SIC Code 8800, Michael E Hallam, 225 Tate Road, Hookstown, PA 15050-1237. Facility Name: Hallam Property STP. This proposed facility is located in Aliquippa City, Beaver County.

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

 The receiving stream(s), Tributary 33531 of Wolf 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 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Annual Average	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 Inst Max
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 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 412-442-4000.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PAS222201, Storm Water, SIC Code 2491, UFP Stockertown, LLC, 2801 East Beltline Avenue NE, Grand Rapids, MI 49525-9680. Facility Name: UFP Stockertown, LLC. This existing facility is located in Stockertown Borough, Northampton County.

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

 The receiving stream(s), Unnamed Tributary to Bushkill Creek (HQ-CWF), is located in State Water Plan watershed 1-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 0 MGD (stormwater).

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

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

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (stormwater).

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

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD (stormwater).

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

 The proposed effluent limits for Outfall 005 are based on a design flow 0 MGD (stormwater).

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

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD (stormwater).

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

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD (stormwater).

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

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD (stormwater).

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

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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
PAD150251	New	Carolyn Garson 980 Hershey Mill Road Malvern, PA 19355	East Goshen Township Chester County	SERO
PAD150254	New	Deckman Motor and Pump, Inc. Thomas Cosgrove 49 West Front Street Bridgeport, PA 19405-1022	Schuylkill Township Chester County	SERO
PAD150251	Amend	NP Whitaker Ave Industrial, LLC 4825 NW 41st Street Suite 500 Riverside, MO 64150	City of Philadelphia Philadelphia County	SERO
PAD510211 A-1	Amend	NP Whitaker Ave Industrial, LLC 4825 NW 41st Street Suite 500 Riverside, MO 64150	City of Philadelphia Philadelphia County	SERO
PAC7000010	PAG-02-New	PA DEP Bureau of Abandoned Mine Reclamation 2 Public Square Fifth Floor Wilkes-Barre, PA 18701-0790	Kline Township Schuylkill County Hazle Township Luzerne County	PA DEP Bureau of Abandoned Mine Reclamation 2 Public Square Fifth Floor Wilkes-Barre, PA 18701-0790 570-826-2371
PAD480171	New	Collaboration 3A, LLC One E. Broad Street Suite 310 Bethlehem, PA 18018	Bethlehem Township Northampton County	NERO
PAD480016 A-2	Renewal	Lafayette College Facilities Planning & Construction 901 Bushkill Drive Easton, PA 18042	City of Easton Northampton County	NERO
PAD450019A-1	Renewal	Snydersville Development Group, LLC P.O. Box K Stroudsburg, PA 18360	Hamilton Township Monroe County	NERO
PAD480166	New	Farmstead Realty Holdings, LLC c/o Adam Flatt 530 East 3rd Street Bethlehem, PA 18015	Plainfield Township Northampton County	NERO
PAD480167	New	GIC Lehigh Vally, LLC c/o Brian Kobularcik 18201 Von Karman Avenue Suite 1170 Irvine, CA 92612	Forks Township Northampton County	NERO
PAD480169	New	Posh Properties No. 46 Hanson, LLC c/o Joe Posh 2216 Willow Park Road Bethlehem, PA 18020	Forks Township Northampton County	NERO
PAD480172	New	RDD Apartments, LLC 308 E. Lancaster Avenue Suite 235 Wynnewood, PA 19096	City of Bethlehem Northampton County	NERO
PAD360020	Renewal	Solanco School District 121 South Hess Street Quarryville, PA 17566	Fulton Township Lancaster County	SCRO
PAD360064	New	Brendan and Celine Field 836 Memorial Highway Oley, PA 19547-9202	Oley Township Berks County	SCRO
PAD060061	New	Ammon Zimmerman 201 Kohler Road Kutztown, PA 19530	Longswamp Township Berks County	SCRO
PAD650036	Renewal	Export Fuel 231 York Lane Export, PA 15632	Salem Township Westmoreland County	SWRO
PAD370009	New	New Castle Area Transit Authority 311 Mahoning Avenue New Castle, PA 16102	New Castle City Lawrence County	NWRO

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