NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 1555]
[Saturday, March 23, 2024]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
1522805	Joint DEP/PFBC Pesticides Permit	Amendment	Traditions at Inniscrone 5 Christy Drive Chadds Ford, PA 19317	London Grove Township Chester County	SERO
1524802	Joint DEP/PFBC Pesticides Permit	New	Sugar Knoll HOA c/o CKS Management Inc. 1012 W 9th Avenue King of Prussia, PA 19406-1093	Easttown Township Chester County	SERO
2324802	Joint DEP/PFBC Pesticides Permit	New	Ardrossan Farms Owners Association 807 Newtown Road Villanova, PA 19085-1031	Radnor Township Delaware County	SERO
2913803	Joint DEP/PFBC Pesticides Permit	Transfer	Shenandoah Area Council BSA 107 Youth Development Court Winchester, VA 22602-2430	Dublin Township Fulton County	SCRO
3121801	Joint DEP/PFBC Pesticides Permit	Amendment	US Army Corp Of Engineering 6145 Seven Points Road Hesston, PA 16647-8303	Penn Township Huntingdon County	SCRO
3914802	Joint DEP/PFBC Pesticides Permit	Renewal	Hanover Township 2202 Grove Road Allentown, PA 18109-3039	Hanover Township Lehigh County	NERO
6724801	Joint DEP/PFBC Pesticides Permit	New	Keegan Alicia 12831 Glessick School Road Felton, PA 17322-8271	East Hopewell Township York County	SCRO
1474401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Nittany Grove Condominium Comm Association 204 Timberwood Trail Centre Hall, PA 16828-7817	Harris Township Centre County	NCRO
3113401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Grier Foundation 2522 Grier School Road P.O. Box 308 Tyrone, PA 16686-0308	Warriors Mark Township Huntingdon County	SCRO
5024401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	New	MRPI Amity Hall LLC 509 S Exeter Street Suite 216 Baltimore, MD 21202-4365	Watts Township Perry County	SCRO
NOEXNW236	No Exposure Certification	New	Teledyne Flir Surveillance Inc. 183 Northpointe Boulevard Freeport, PA 16229-2603	South Buffalo Township Armstrong County	NWRO
NOEXSW251	No Exposure Certification	Renewal	Lamagna Food Group LLC N3569 Vanden Bosch Road Kaukauna, WI 54130	Verona Borough Allegheny County	SWRO
PAG030124	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	SIKA MBCC US LLC 6450 Bristol Pike Levittown, PA 19057-4916	Bristol Township Bucks County	SERO
PAG030310	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Congoleum Acquisition LLC 4401 Ridge Road Trainer, PA 19061	Trainer Borough Delaware County	SERO
PAG030312	PAG-03 NPDES General Permit for Industrial Stormwater	New	Fenix Parts Inc. 1245 Sleepy Hollow Road Pennsburg, PA 18073-2405	Milford Township Bucks County	SERO
PAG032331	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	DFA Dairy Brands Fluid LLC 100 Manheim Road Schuylkill Haven, PA 17972	North Manheim Township Schuylkill County	NERO
PAG035045	PAG-03 NPDES General Permit for Industrial Stormwater	New	Vault Pressure Control 229 W Sam Houston Parkway Suite 200 Houston, TX 77043	Muncy Township Lycoming County	NCRO
PAG043984	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Broad Top Township P.O. Box 57 124 Hitchens Road Defiance, PA 16633-0057	Broad Top Township Bedford County	SCRO
PAG045285	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Hammered Dreams LLC 210 Heverly Lane Bellefonte, PA 16823-4163	Boggs Township Clearfield County	NCRO
PAG046478	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Dewar James & Stephanie 7785 Lincoln Highway Central City, PA 15926-7500	Indian Lake Borough Somerset County	SWRO
PAG058350	PAG-05 NPDES General Permit for Groundwater Cleanup	Renewal	United Refinery Co. of PA P.O. Box 780 15 Bradley Street Warren, PA 16365-0780	Pittsfield Township Warren County	NWRO
PAG058397	PAG-05 NPDES General Permit for Groundwater Cleanup	Renewal	United Refinery Co. of PA P.O. Box 688 15 Bradley Street Warren, PA 16365-0688	Ridgway Township Elk County	NWRO
PAG058398	PAG-05 NPDES General Permit for Groundwater Cleanup	Renewal	United Refinery Co. of PA 15 Bradley Street P.O. Box 688 Warren, PA 16365-3224	Kane Borough McKean County	NWRO
PAG123539	PAG-12 NPDES General Permit for CAFOs	Renewal	Martin Eldwin 12950 Forge Road Mercersburg, PA 17236-9415	Warren Township Franklin County	SCRO
PAG124825	PAG-12 NPDES General Permit for CAFOs	Renewal	Pine Hurst Acres 3304 Sunbury Road Danville, PA 17821-9454	Rush Township Northumberland County	SCRO
PAG124832	PAG-12 NPDES General Permit for CAFOs	Renewal	Lapp Emmanuel L 322 Hatchery Road Dalmatia, PA 17017-8210	Lower Mahanoy Township Northumberland County	SCRO
PAG124862	PAG-12 NPDES General Permit for CAFOs	Renewal	Jim & Linda Kucharski 39 Old Mill Road Liberty, PA 16930-9210	Liberty Borough Tioga County	SCRO
PAG124869	PAG-12 NPDES General Permit for CAFOs	Renewal	Oak Spring Farms 272 Middle Road Centre Hall, PA 16828-8105	Harris Township Centre County	SCRO
PAG133751	PAG-13 NPDES General Permit for MS4s	Renewal	McSherrystown Borough 338 Main Street McSherrystown, PA 17344-1708	McSherrystown Borough Adams County	SCRO
PAG136220	PAG-13 NPDES General Permit for MS4s	Renewal	Crafton Borough 100 Stotz Avenue Pittsburgh, PA 15205-2893	Crafton Borough Allegheny County	SWRO
1024405	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Lazar Bruce 131 Miller Road Sarver, PA 16055-8932	Clinton Township Butler County	NWRO
2524401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Kaulbach Melissa 6011 Bridlewood Drive Fairview, PA 16415-2709	Fairview Township Erie County	NWRO
0624203	Small Flow Treatment Facility Individual WQM Permit	New	Stellar Homes LLC P.O. Box 553 Oley, PA 19547-0553	Oley Township Berks County	SCRO
1024404	Small Flow Treatment Facility Individual WQM Permit	New	Mihalek Vincent 114 Turk Road Slippery Rock, PA 16057-5232	Brady Township Butler County	NWRO
1708402	Small Flow Treatment Facility Individual WQM Permit	Transfer	Hammered Dreams LLC 210 Heverly Lane Bellefonte, PA 16823-4163	Boggs Township Clearfield County	NCRO
WQG01562401	WQG-01 WQM General Permit	New	Dewar James & Stephanie 7785 Lincoln Highway Central City, PA 15926-7500	Indian Lake Borough Somerset 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

 PA0115053, Sewage, SIC Code 4952, Nicholas Wolff Foundation, Inc., P.O. Box 810, Millville, PA 17846-0810. Facility Name: Camp Victory Hospital Campground. This existing facility is located in Greenwood Township, 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), Mud Run (TSF), is located in State Water Plan watershed 5-C 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 0.01 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	Report 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	50.0
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	XXX	XXX	XXX	10.0	XXX	20.0
E. Coli (No./100 ml)	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 570-327-3693.

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0115231, Sewage, SIC Code 4952, Woodland Bigler Area Authority, P.O. Box 27, Woodland, PA 16881-0027. Facility Name: Woodland Bigler Area Authority Wastewater Treatment Facility. This existing facility is located in Bradford Township, Clearfield County.

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

 The receiving stream(s), Roaring Run, 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 0.225 MGD.—Interim 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	0.43	XXX	1.43
Carbonaceous Biochemical Oxygen Demand (CBOD5)	46	75	XXX	25.0	40.0	50
Total Suspended Solids	80	120	XXX	45.0	65.0	90
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Zinc, Total	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.225 MGD.—Final 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	0.43	XXX	1.43
Carbonaceous Biochemical Oxygen Demand (CBOD5)	46	75	XXX	25.0	40.0	50
Total Suspended Solids	80	120	XXX	45.0	65.0	90
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	18.44	27.66	XXX	9.83	14.74	19.66
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Zinc, Total	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX

 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.

 Northeast Regional Office

 PA0061301, Sewage, SIC Code 5812, Inn at Starlight Lake, 289 Starlight Lake Road, Starlight, PA 18461. Facility Name: Inn at Starlight Lake WWTP. This existing facility is located in Buckingham Township, Wayne County.

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

 The receiving stream, an Unnamed Tributary to Shehawken Creek (HQ-CWF), is located in State Water Plan watershed 1-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 0.004 MGD.

 (From Permit Effective Date to 1 Year After Permit Effective Date)

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.

 (From 1 Year After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	16.0	XXX	32.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

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

 • Solids Management

 • TRC and Ammonia-Nitrogen Effluent Limits Compliance Schedule

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0065242, Sewage, SIC Code 4952, Lower Milford Township, 7607 Chestnut Hill Church Road, Coopersburg, PA 18036-3712. Facility Name: Limeport Village WWTF. This existing facility is located in Lower Milford Township, Lehigh 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, Saucon Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High—Quality 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 0.035 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	1,000 Avg Qrtly	XXX	2,000

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.035 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.035 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	Non-Detect
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	5.8	XXX	XXX	20.0	XXX	40.0
May 1 - Oct 31	2.9	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	2.9	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	2.6	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	0.9	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	0.6	XXX	XXX	2.0	XXX	4.0

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

 • Solids Management

 • TRC Effluent Limitation 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.

 Northeast Regional Office

 PA0014681, Industrial, SIC Code 2047, Nestlé Purina PetCare Company, 2050 Pope Road, Allentown, PA 18104-9308. Facility Name: Nestlé Purina PetCare Company. This existing facility is located in South Whitehall Township, Lehigh 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 streams, Jordan Creek (TSF, MF) and an Unnamed Tributary to Jordan Creek (HQ—CWF, MF), are located in State Water Plan watershed 2-C. Jordan Creek is classified for Trout Stocking and Migratory Fish, aquatic life, water supply and recreation. The Unnamed Tributary to Jordan Creek is classified for High Quality-Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.53 MGD.

 (From Permit Effective Date to Completion of WWTP Construction)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.10	XXX	0.24
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	30.0	60.0	75.0
May 1 - Oct 31	XXX	XXX	XXX	20.0	40.0	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Industrial Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	85.0 Min Mo Avg	XXX	XXX
Total Suspended Solids	42.3	Report	XXX	25.0	50.0	62.5
Total Dissolved Solids	XXX	XXX	XXX	1,200	2,400	3,000
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 mL)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen  Oct 1 - Apr 30	242.6	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	80.86	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	18.18	Report	XXX	4.38	8.76	8.76
May 1 - Oct 31	6.06	Report	XXX	1.46	2.92	2.92
Nitrate as N  Oct 1 - Apr 30	202.14	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	67.38	XXX	XXX	Report	XXX	XXX
Total Phosphorus  Oct 1 - Apr 30	43.56	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	21.78	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.53 MGD.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Zinc, Total	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.53 MGD.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Zinc, Total	Report	Report	XXX	0.120	0.125	0.125

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

 (From 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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	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
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

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

 (From 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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	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
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 1.08 MGD.

 (From Completion of WWTP Construction to Increased Flow Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.28	XXX	0.94
Temperature (°F)  Feb 1 - 29	XXX	XXX	XXX	XXX	XXX	108.6
Jun 1 - 30	XXX	XXX	XXX	XXX	XXX	107.3
Jan 1 - 31  Mar 1 - May 31  Aug 1 - Oct 31	XXX	XXX	XXX	XXX	XXX	110.0
Nov 1 - 30	XXX	XXX	XXX	XXX	XXX	106.5
Dec 1 - 31	XXX	XXX	XXX	XXX	XXX	98.5
Temperature Increase (°F)  Jul 1 - 31	XXX	XXX	XXX	XXX	XXX	2.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	50.0	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Industrial Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	85.0 Min Mo Avg	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	60.0
Total Dissolved Solids	XXX	XXX	XXX	1,200	2,400	3,000
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 mL)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen  Oct 1 - Apr 30	242.6	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	80.86	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	18.18	Report Daily Max	XXX	Report	Report	XXX
May 1 - Oct 31	6.06	Report Daily Max	XXX	11.47	22.94	22.94
Nitrate as N  Oct 1 - Apr 30	202.14	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	67.38	XXX	XXX	Report	XXX	XXX
Total Phosphorus  Oct 1 - Apr 30	43.56	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	21.78	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX
Zinc, Total	1.98	3.06	XXX	0.22	0.34	0.55

 The proposed effluent limits for Outfall 005 are based on a design flow of 1.5 MGD.

 (From Increased Flow Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.72
Temperature (°F)  Jan 1 - 31	XXX	XXX	XXX	XXX	XXX	94.2
Feb 1 - 29	XXX	XXX	XXX	XXX	XXX	89.4
Jun 1 - 30	XXX	XXX	XXX	XXX	XXX	97.4
Mar 1 - May 31  Aug 1 - Oct 31	XXX	XXX	XXX	XXX	XXX	110.0
Nov 1 - 30	XXX	XXX	XXX	XXX	XXX	107.7
Dec 1 - 31	XXX	XXX	XXX	XXX	XXX	82.6
Temperature Increase (°F)  Jul 1 - 31	XXX	XXX	XXX	XXX	XXX	2.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	50.0	50.0
Industrial Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	85.0 Min Mo Avg	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	60.0
Total Dissolved Solids	XXX	XXX	XXX	1,200	2,400	3,000
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen  Oct 1 - Apr 30	242.6	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	80.86	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	18.18	Report Daily Max	XXX	Report	Report	XXX
May 1 - Oct 31	6.06	Report Daily Max	XXX	8.62	17.24	17.24
Nitrate as N  Oct 1 - Apr 30	202.14	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	67.38	XXX	XXX	Report	XXX	XXX
Total Phosphorus  Oct 1 - Apr 30	43.56	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	21.78	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX
Zinc, Total	2.25	3.62	XXX	0.18	0.29	0.47

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

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 • Biological Assessments and Temperature Monitoring

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 • WQBELs Below Quantitation Limits

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PAI132277, MS4, Hazleton City, Luzerne County, 40 N Church Street, Hazleton, PA 18201-5862.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Hazleton City, Luzerne County. The receiving streams, Dreck Creek (HQ-CWF, MF) and Hazle Creek (HQ-CWF, MF), are located in State Water Plan watershed 2-B and are classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Northeast Regional Office

 PA0276022, Storm Water, SIC Code 2652, Great Northern Corporation, 395 Strobe Road, Appleton, WI 54915. Facility Name: Great Northern Lamination. This existing facility is located in Upper Macungie Township, Lehigh County.

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

 The receiving stream(s), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276791, Storm Water, SIC Code 3281, Stateline Quarry Inc., 1677 Creamery Road, Clifford, PA 18407. Facility Name: Stateline Quarry. This proposed facility is located in Apolacon Township, Susquehanna County.

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

 The receiving stream(s), Cork Hill Creek (HQ-CWF, MF) and Cork Hill Creek, is located in State Water Plan watershed 4-B and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0032603, Sewage, SIC Code 6515, Trillium Tiny Home & RV Community LLC, 1501 E Poland Avenue, Bessemer, PA 16112-9249. Facility Name: Trillium Tiny Home and RV Community MHP. This existing facility is located at 2948 Ben Franklin Highway, Edinburg, PA 16116-4706 in Mahoning Township, Lawrence County.

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

 The receiving stream(s), Unnamed Tributary to Shenango River, is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes (WWF), 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 .0062 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.12	XXX	0.41
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0210285, Sewage, SIC Code 1623, Benjamin Newton, 2415 Jackson Avenue, Warren, PA 16365-4389. Facility Name: Benjamin Newton SRSTP. This existing facility is located in Glade 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), Unnamed Tributary to Glade Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0265144, Sewage, SIC Code 8800, Lifestyle Support Service Inc., 201 W High Street, Suite 1, Ebensburg, PA 15931-1590. Facility Name: Lifestyle Support Service Warren SRSTP. This existing facility is located in Conewango 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), Dougherty Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

 Northwest Regional Office

 PA0272493, Sewage, SIC Code 8800, Randy Corosu, 11516 Five Points Road, Home, PA 15747. Facility Name: Randy Corosu SRSTP. This existing facility is located in Washington Township, Indiana 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 South Branch Plum Creek (HQ-CWF), is located in State Water Plan watershed 17-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 .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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 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
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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295507, Sewage, SIC Code 4952, Renick Bros Construction Co., 434 Grove City Road, Slippery Rock, PA 16057-2524. Facility Name: Renick Bros Mech Construction SFTF. This proposed facility is located in Slippery Rock Township, Butler County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .00155 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
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	XXX

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

 • Part C 150—UV Cleaning

 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

 PA0081191, Sewage, SIC Code 7033, MHC PA Dutch Country LP, 2 N Riverside Plaza, Chicago, IL 60606-2600. Facility Name: PA Dutch Country Golf Course. This existing facility is located in Manheim Borough, 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), Chickies Creek (WWF), is located in State Water Plan watershed 7-G 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
CBOD5	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
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	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Stormwater prohibition, approval contingencies, management of collected screenings, slurries, sludges and other solids, dry stream discharge condition, management of solids and chlorine minimization

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0081949, Sewage, SIC Code 4952, Lancaster Area Sewer Authority, 130 Centerville Road, Lancaster, PA 17603-4007. Facility Name: LASA Brownstown WWTP. This existing facility is located in West Earl 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, Conestoga River (WWF, MF), is located in State Water Plan watershed 7-J 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 .545 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	113	181	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	136	204	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	9.1	XXX	XXX	2.0	XXX	4
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .545 MGD.—Limits.

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

	Effluent Limitations
	Mass Units (lbs/day)(1)		Concentrations (mg/L)
Parameter	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(3)	Report	8,219	XXX	XXX	XXX	XXX
Net Total Phosphorus(3)	Report	1,096	XXX	XXX	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.

 Southcentral Regional Office

 PA0266876, Sewage, SIC Code 8811, Becker, John C, III, 14 Petsch Road, Reading, PA 19606-9300. Facility Name: Becker Residence. This existing facility is located in Alsace Township, Berks 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 Antietam Creek (CWF, MF), is located in State Water Plan watershed 3-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 .0004 MGD.—Limits.

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

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

 • Annual Monitoring Reports must be submitted to the DEP.

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0024228, Industrial, SIC Code 2015, Table Trust Brands LLC, 2609 Route 22, Fredricksburg, PA 17026. Facility Name: Hain Pure Protein Chicken Proc Plant. This existing facility is located in Bethel Township, Lebanon County.

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

 The receiving stream(s), Elizabeth Run (WWF), Deep Run (WWF), and Beach Run (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 .6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	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 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.019	XXX	0.06
Carbonaceous Biochemical Oxygen Demand (CBOD5)	50	100	XXX	10	20	25
Total Suspended Solids	Report	Report	XXX	10	20	25
Total Suspended Solids (Total Load, lbs) (lbs)	XXX	45,800 Total Annual	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Oil and Grease	Report	Report	XXX	8	14	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	400 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	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	103.0	147.0	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	20	40	XXX	4.0	8.0	10
May 1 - Oct 31	7.5	15	XXX	1.5	3.0	3.75
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	2.5	5.0	XXX	0.5	1.0	1.25
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load, lbs) (lbs	XXX	45,800 Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfalls 002—005 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	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	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
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	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)  Effluent Net	XXX	18,982 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, 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) Effluent Net	XXX	766 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

 • Requirements for stormwater outfalls

 • Chlorine minimization

 • Collected screenings, slurries, sludges, and solids management,

 • Chemical additives

 • Condition for effluent limitations below detection limits

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0247197, Industrial, SIC Code 4952, City of Lancaster, 120 N Duke Street, Lancaster, PA 17608-1599. Facility Name: Conestoga Water Treatment Plant. 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, Conestoga River (WWF), 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 .9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	Report	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	Report	Report	XXX	30	60	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5.0
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PAS223502, Storm Water, SIC Code 2875, Frey Group LLC, 372 Puseyville Road, Quarryville, PA 17566-9501. Facility Name: Frey Group LLC. This existing facility is located in East Drumore Township, Lancaster County.

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

 The receiving stream(s), Unnamed Tributary to West Branch Octoraro Creek (HQ-CWF, MF), is located in State Water Plan watershed 7-K and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001—003:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Oxygen	XXX	XXX	XXX	XXX	Report	XXX
Color (Pt-Co Units)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
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
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, 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), including applicable BMPs from Appendix D and Appendix F from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for pH, COD, TSS, and Nitrate-Nitrite as N)

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0031747, Sewage, SIC Code 8211, Glen Mills Schs, P.O. Box 5001, Concordville, PA 19331-5001. Facility Name: Glen Mills Schs STP. This existing facility is located in Thornbury Township, Delaware County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .15 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	31	XXX	XXX	25	XXX	50
Total Suspended Solids	38	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	25	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	13	XXX	XXX	10.0	XXX	20
Total Phosphorus  Nov 1 - Apr 30	2.5	XXX	XXX	2.0	XXX	4
May 1 - Oct 31	1.3	XXX	XXX	1.0	XXX	2
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • No Stormwater

 • Acquire Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon STP when Municipal Sewers Available

 • Chlorine Optimization

 • Operator Notification

 • Fecal Coliform Reporting

 • Operations and Maintenance Plan

 • Solids Management

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245054, Sewage, SIC Code 4952, Dougherty Shawn Jr, 1507 Charles Road, West Chester, PA 19382. Facility Name: Dougherty Res. This existing facility is located in Westtown Township, Chester County.

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

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

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

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

 • SFTF maintenance including measurement of depth of septage and scum, 3-year septic tank pumping requirement, reporting requirement of a completed AMR form

 • Stormwater prohibition

 • Property rights

 • Proper disposal of solid

 • UV 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.

 Southeast Regional Office

 PA0042617, Industrial, SIC Code 3317, Viant Collegeville LLC, 200 West 7th Avenue, Trappe, PA 19426-0992. Facility Name: Viant Collegeville LLC. This existing facility is located in Trappe Borough, Montgomery 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), Donny Brook (TSF), is located in State Water Plan watershed 3-E 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 002 are based on a design flow of .112 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
1,1,1-Trichloroethane	XXX	XXX	XXX	0.2	0.4	0.5
Trichloroethylene	XXX	XXX	XXX	0.005	0.01	0.013
Chromium, Hexavalent	XXX	XXX	XXX	0.009 Avg Qrtly	0.018	0.023
1,4-Dioxane	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX

 The proposed effluent limits for Outfall 003 is based on a storm event

	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Acquire Necessary Property Rights

 • Proper Sludge Disposal

 • WQM Permits Requirement

 • BAT/ELG Reopener

 • Dry Stream Discharge

 • Aire Stripper Tower Wastewater

 • Groundwater Cleanup Reports

 • Stormwater Requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0244279, Industrial, SIC Code 4941, Telford Borough Authority, 50 Penn Avenue, Telford, PA 18969-1911. Facility Name: Telford Borough Authority Water System Well No 4. This existing facility is located in West Rockhill Township, Bucks 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 of East Branch Perkiomen Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0046 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75

 The proposed effluent limits for Outfall 001 are based on a design flow of .0046 MGD.—Limits.

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

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

 Part C Special Conditions

 • Property Rights

 • Solid Waste Management

 • WQM Permits

 • BAT/BCT

 • Sample when Operational

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PAI130046, MS4, Whitpain Township, Montgomery County, 960 Wentz Road, Blue Bell, PA 19422-1835.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Whitpain Township, Montgomery County. The receiving stream(s), Stony Creek (TSF, MF), Unnamed Tributary to Plymouth Creek (WWF, MF), and Unnamed Tributary to Wissahickon Creek (TSF, MF), is located in State Water Plan watershed 3-F and is classified for Trout Stocking, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southeast Regional Office

 PAI130049, MS4, Upper Gwynedd Township, Montgomery County, One Parkside Place, North Wales, PA 19454.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Upper Gwynedd Township, Montgomery County. The receiving stream(s), Wissahickon Creek (TSF, MF), Towamencin Creek (TSF, MF), Unnamed Tributary to Wissahickon Creek (TSF, MF), and Unnamed Tributary to Zacharias Creek (TSF, MF), is located in State Water Plan watershed 3-F and 3-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 PAI130073, MS4, Skippack Township, Montgomery County, P.O. Box 164, Skippack, PA 19474-0164.

 Southeast Regional Office

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Skippack Township, Montgomery County. The receiving stream(s), Unnamed Tributary to Skippack Creek (TSF, MF) and Unnamed Tributary to Perkiomen Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southeast Regional Office

 PA0058670, Storm Water, SIC Code 3273, Eureka Stone Quarry Inc. dba JDM Materials Co., 851 County Line Road, Huntingdon Valley, PA 19006-1111. Facility Name: JDM Materials Norristown Batch Plant. This existing facility is located in Plymouth Township, Montgomery 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), Schuylkill River (WWF), is located in State Water Plan watershed 3-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 002 are based on a stormwater.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX

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

 I. Stormwater outfalls and authorized non-stormwater discharges

 II. Best management practices (BMPS)

 III. Stormwater monitoring requirements

 IV. Routine inspections

 V. Preparedness, prevention and contingency (PPC) plan

 VI. Other requirements

 A. Property rights

 B. BMPs to control TSS and pH

 C. Public nuisance

 D. Sludge disposal

 E. 10-year, 24-hour rainfall event

 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

 PA0093165, Sewage, SIC Code 4952, PA American Water Co., 800 W Hershey Park Drive, Hershey, PA 17033-2400. Facility Name: PA American Water—Claysville STP. This existing facility is located in Donegal Township, Washington 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), Dutch Fork (HQ-WWF), is located in State Water Plan watershed 20-E and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .16 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Suspended Solids	33.4	50.7	XXX	25.0	38.0	50
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.03	XXX	0.10

 The proposed effluent limits for Outfall 001 are based on a design flow of .16 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Suspended Solids	13	20	XXX	10.0	15.0	20
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.02

 The proposed effluent limits for Outfall 001 are based on a design flow of .16 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	13	20	XXX	10.0	15.0	20
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
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  Nov 1 - Apr 30	5.0	8.0	XXX	4.0	6.0	8
May 1 - Oct 31	2.0	3.0	XXX	1.5	2.0	3
Total Phosphorus	2.5	4.0	XXX	2.0	3.0	4
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX

 The following major condition has been added to the permit:

 • A compliance schedule for Total Residual Chlorine and Total Suspended Solids in Part C.III.

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285056, Industrial, SIC Code 4911, Duquesne Light Co., 2825 New Beaver Avenue, Pittsburgh, PA 15233. Facility Name: Cheswick Generating Station. This proposed facility is located in Springdale Township, Allegheny County.

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

 The receiving stream, Tawney Run (WWF), is located in State Water Plan watershed 18-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 .0288 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0288 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	23.6	36.8	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.43	5.352	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	8.79	13.7	XXX
Manganese, Total	XXX	XXX	XXX	2.287	3.568	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	11.4	17.8	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0288 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

 • Schedule of Compliance

 • Landfill Leachate Discharge

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PAI136127, MS4, Mt. Pleasant Township, P.O. Box 158, Mammoth, PA 15664-0158.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Mount Pleasant Township, Westmoreland County. The receiving streams, Tributary 37964 to Brush Run (CWF), Tributary 37776 to Welty Run (HQ-CWF), Jacobs Creek (WWF), Sewickley Creek (HQ-CWF), Shupe Run (WWF), and Boyer Run (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, Cold Water Fishes, and High Quality Waters— Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

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

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 Southcentral Regional Office

 Applicant: Bedford Area School District

 Applicant Address: 330 East John Street, Bedford, PA 15522

 Application Number: PAD050008 A-1

 Application Type: Major Amendment

 Municipality/County: Bedford Borough, Bedford County

 Project Site Name: Bedford High School Campus and Athletic Facility Improvements

 Total Earth Disturbance Area (acres): 11.53 acres

 Surface Waters Receiving Stormwater Discharges: Shobers Run (HQ—CWF, MF)

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

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

 Project Description: The project involves an addition to the existing High School building, relocation and replacement of the existing athletic stadium with synthetic turf, reconfiguration of the existing high school parking area, installation of synthetic turf in the existing athletic stadium within the existing track, stormwater management facilities, and related site improvements.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Lafayette College

 Applicant Address: 901 Bushkill Drive, Easton, PA 18042-1402

 Application Number: PAD480207

 Application Type: New

 Municipality/County: Forks Township, Northampton County

 Project Site Name: Wallach Sports Performance and Lacrosse Center

 Total Earth Disturbance Area (acres): 6.4 acres

 Surface Waters Receiving Stormwater Discharges: Bushkill Creek (HQ—CWF, MF)

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

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

 Project Description: Property is proposed to be developed with a Lacrosse Field House and Men's/Women's Lacrosse Field. The site will contain related site amenities and improvements inclusive of pedestrian access, landscaping, utilities, and stormwater management facilities.

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

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

 Northeast Regional Office

 Applicant: Traditions of America, LP—Green Pond

 Applicant Address: 201 King of Prussia Road, Suite 370, Radnor, PA 19087

 Application Number: PAD480063

 Application Type: Renewal

 Municipality/County: Bethlehem Township, Northampton County

 Project Site Name: Traditions of America at Green Pond

 Total Earth Disturbance Area (acres): 106 acres

 Surface Waters Receiving Stormwater Discharges: Nancy Run (CWF, MF); Bushkill Creek (HQ-CWF, MF), Wetlands

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

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

 Project Description: The project consists of the construction of an age-restricted planned residential development with 171 single families and 58 twins with related site improvements.

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

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

 Southcentral Regional Office

 Applicant: 206 Rohrerstown Road

 Applicant Address: 2450 Marietta Avenue, Lancaster, PA 17601

 Application Number: PAD360001

 Application Type: Renewal

 Municipality/County: East Hempfield Township, Lancaster County

 Project Site Name: Lime Spring Square

 Total Earth Disturbance Area (acres): 102 acres

 Surface Waters Receiving Stormwater Discharges: Brubaker Run (WWF, MF)

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

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

 Project Description: Project consists of the construction of multi-use commercial and industrial buildings and associated parking facilities and utilities within the approximately 102-acre site.

 Special Conditions: Flow and Water Quality Monitoring: The permittee shall implement its approved plan for flow and water quality monitoring, titled, ''Brubaker Run Flow and Water Quality Monitoring Plan,'' dated February 28, 2017. Modifications to the plan including changes to monitoring locations, monitoring frequency and temporary cessation of monitoring shall be approved by the Department prior to implementation. Incorporation of Prior Approved Plans: The complete E&S and PCSM Plans approved by the Department under NPDES Permit Nos. PAG02003615074 (issued August 13, 2015), PAG02003615074(1) (issued November 15, 2016), and PAD360001 (issued November 23, 2021) are hereby fully incorporated into this permit. The NPDES Permit authorizations previously identified are hereby revoked and replaced by this individual NPDES permit.

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

 Southcentral Regional Office

 Applicant: Mid-Atlantic Interstate Transmission

 Applicant Address: 2800 Pottsville Pike, P.O. Box 16001, Reading, PA 19612-6001

 Application Number: PAD060093

 Application Type: New

 Municipality/County: Hamburg Borough; Jefferson, Penn, Upper Bern, and Tilden Townships, Berks County

 Project Site Name: 825 Bernville-South Hamburg 69kV Rebuild

 Total Earth Disturbance Area (acres): 89.8 acres

 Surface Waters Receiving Stormwater Discharges: Northkill Creek (CWF, MF), UNT Northkill Creek (CWF, MF), Lesher Run (WWF, MF), UNT Lesher Run (WWF, MF), Mill Creek (TSF, MF), UNT Mill Creek (TSF, MF), Hassler Run (TSF, MF), UNT Hassler Run (TSF, MF), Schuylkill River (WWF, MF), UNT Schuylkill River (WWF, MF)

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

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

 Project Description: Powerline Transmission Rebuild.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: ALDI Inc.

 Applicant Address: 8751 Gas House Pike, Frederick, MD 21701

 Application Number: PAD670104

 Application Type: New

 Municipality/County: Carroll Township, York County

 Project Site Name: Proposed ALDI Food Market

 Total Earth Disturbance Area (acres): 4.70 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Dogwood Run (CWF) via EV Wetlands

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

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

 Project Description: Retail food market with on-site parking areas.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Brandywine Heights Area School District

 Applicant Address: 200 W Weis Street, Topton, PA 19562-1532

 Application Number: PAD060096

 Application Type: New

 Municipality/County: Longswamp Township, Berks County

 Project Site Name: Brandywine Heights Athletic Renovations

 Total Earth Disturbance Area (acres): 9.82 acres

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

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

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

 Project Description: Reconstruction of Track and Athletic Fields.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Amos E. Stoltzfus

 Applicant Address: 562 Hilldale Rd, Holtwood, PA 17532

 Application Number: PAD360109

 Application Type: New

 Municipality/County: Martic Township, Lancaster County

 Project Site Name: Amos E. Stoltzfus

 Total Earth Disturbance Area (acres): 1.59 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Tucquan Creek (HQ-CWF, MF) and an open-water pond

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

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

 Project Description: Construction of a new barn and driveway.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Escambia Properties, LLC

 Applicant Address: 18 Sagecrest Circle, Enola, PA 17025

 Application Number: PAD670084

 Application Type: New

 Municipality/County: Newberry and Fairview Townships, York County

 Project Site Name: Southern Crossings

 Total Earth Disturbance Area (acres): 32.00 acres

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

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

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

 Project Description: Proposed residential development with 198 townhomes, 5 single family detached dwellings and associated roads.

 Special Conditions: Wetland monitoring.

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

 Southcentral Regional Office

 Applicant: Charter Homes Development Company

 Applicant Address: 322 North Arch Street, Lancaster, PA 17603-2991

 Application Number: PAD210106

 Application Type: New

 Municipality/County: Middlesex Township, Cumberland County

 Project Site Name: Grange

 Total Earth Disturbance Area (acres): 79.73 acres

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

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

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

 Project Description: Construction of 665 residential homes and 12,000 sq ft of commercial space.

 Special Conditions: N/A

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

 Northwest Regional Office

 Applicant: National Fuel Gas Distribution Corporation

 Applicant Address: 1100 State Street, Erie, PA 16501

 Application Number: PAD200012

 Application Type: New

 Municipality/County: Conneaut Lake Borough and Sadsbury Township, Crawford County

 Project Site Name: Meadville Loop Phase 2 Pipeline

 Total Earth Disturbance Area (acres): 20.5 acres

 Surface Waters Receiving Stormwater Discharges: UNT Conneaut Outlet HQ WWF, Conneaut Lake (HQ-WWF)

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

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

 Project Description: Installation of 12,300 feet of 8-inch diameter steel gas pipeline via open cut and boring methods and construction of two geocell main line valve pads.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.

 Northwest Regional Office

 Applicant: Sheetz Inc.

 Applicant Address: 351 Sheetz Way, Claysburg, PA 16625

 Application Number: PAD610007

 Application Type: New

 Municipality/County: Barkeyville Borough, Venango County

 Project Site Name: Sheetz Store—Gibb Road

 Total Earth Disturbance Area (acres): 7.1 acres

 Surface Waters Receiving Stormwater Discharges: East Branch Wolf Creek (CWF)

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

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

 Project Description: Demolition of existing buildings and construction of a Sheetz convenience store and fuel station.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.

 Northcentral Regional Office

 Applicant: Centre Hills Country Club

 Applicant Address: 153 Country Club Road, State College, PA 16801

 Application Number: PAD140108

 Application Type: New

 Municipality/County: State College Borough, Centre County

 Project Site Name: Centre Hills Country Club Aquatics and Racquets Complex

 Total Earth Disturbance Area (acres): 6.5 acres

 Surface Waters Receiving Stormwater Discharges: Trib 23040 to Slab Cabin Run (HQ-CWF)

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

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

 Project Description: The construction of a pool house, pool, tennis courts, and associated stormwater facilities.

 Special Conditions: ABACT

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

 Southeast Regional Office

 Applicant: Free Range Associates, LP

 Applicant Address: 120 Pennsylvania Avenue, Malvern, PA 19355

 Application Number: PAD150329

 Application Type: New

 Municipality/County: West Chester Borough, Chester County

 Project Site Name: 322-342 W. Market Street Redevelopment

 Total Earth Disturbance Area (acres): 1.98 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Taylor Run (TSF, MF)

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

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

 Project Description: Free Range Associates, LP is proposing to construct a residential apartment building consisting of 181 living units on a 1.74-acre parcel located at 330 West Market Street in West Chester Borough, Chester County, PA.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

 Southwest Regional Office

 Applicant: Albion Lawrenceville, LLC

 Applicant Address: 1211 W 22nd Street, Suite 408, Oak Brook, IL 60523

 Application Number: PAD020086

 Application Type: New

 Municipality/County: City of Pittsburgh, Allegheny County

 Project Site Name: Albion Residential—Butler Street

 Total Earth Disturbance Area (acres): 2.91 acres

 Surface Waters Receiving Stormwater Discharges: Allegheny River (WWF)

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

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

 Project Description: Albion Lawrenceville, LLC is proposing to construct a multi-story building with retail and residential components. The lot exists as a gravel/grassed parking area, as well as a paved access easement and paved asphalt parking lot areas. The existing building at 5255 Butler Street will be incorporated into the proposed building. The proposed building will utilize a green roof to manage stormwater runoff from the site.

 Special Conditions: Earth disturbance may not commence until all Act 537 authorizations have been obtained. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 remediation plan or site characterization provided with this application are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified and measures implemented to contain potential pollution sources immediately upon discovery. Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance.

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

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