NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[53 Pa.B. 5933]
[Saturday, September 23, 2023]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

 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
0923819	Joint DEP/PFBC Pesticides Permit	New	Bucks County Conserv District 1456 Ferry Road Doylestown, PA 18901-2391	Bristol Borough Bucks County	SERO
4318804	Joint DEP/PFBC Pesticides Permit	Renewal	Mercer County 24 Avalon Court Mercer, PA 16137	Fairview Township Mercer County	NWRO
3215200	Major Industrial Waste Treatment Facility Individual WQM Permit	Amendment	Homer City Generation LP 1750 Power Plant Road Homer City, PA 15748	Center Township Indiana County	NWRO
PA0022209	Major Sewage Facility with CSOs Individual NPDES Permit	DEP- Initiated Minor Amendment	Bedford Borough Municipal Authority 244 W Penn Street Bedford, PA 15522-1226	Bedford Borough Bedford County	SCRO
1015403	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Cranberry Township 2525 Rochester Road Cranberry Township, PA 16066-6420	Cranberry Township Butler County	NWRO
PA0035289	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Jones Estates Glen Lake PA LLC 2310 S Miami Boulevard Suite 238 Durham, NC 27703-4900	Pine Township Mercer County	NWRO
0800402	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Troy Borough 49 Elmira Street Troy, PA 16947-1230	Troy Borough Bradford County	NCRO
1793411	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Country Place MHC P.O. Box 275 Lake Hiawatha, NJ 07034-0275	Sandy Township Clearfield County	NCRO
2290401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Dauphin Borough P.O. Box 487 Dauphin, PA 17018-0487	Dauphin Borough Dauphin County	SCRO
4398409	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Jones Estates Glen Lake PA LLC 2310 S Miami Boulevard Suite 238 Durham, NC 27703-4900	Pine Township Mercer County	NWRO
5701401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Davidson Township Municipal Authority 32 Michelle Road Sonestown, PA 17758-5358	Davidson Township Sullivan County	NCRO
NOEXNW107	No Exposure Certification	Renewal	Controlled Molding Inc. 3043 Perry Highway Hadley, PA 16130-1923	Perry Township Mercer County	NWRO
NOEXSE118	No Exposure Certification	Renewal	Draeger Medical System Inc. 3135 Quarry Road Telford, PA 18969-1042	West Rockhill Township Bucks County	SERO
NOEXSW022	No Exposure Certification	Renewal	Philips Respironics 174 Tech Center Drive Mount Pleasant, PA 15666-1076	Mount Pleasant Township Westmoreland County	SWRO
PAG030198	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Glaxosmithkline LLC 1250 S Collegeville Road P.O. Box 5089 Collegeville, PA 19426-2990	Upper Providence Township Montgomery County	SERO
PAG030298	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	XPO Logistics Freight Inc. 2211 Old Earhart Road Suite 100 Ann Arbor, MI 48105-2963	Concord Township Delaware County	SERO
PAG030299	PAG-03 NPDES General Permit for Industrial Stormwater	New	Ward Trucking LLC P.O. Box 1553 Altoona, PA 16603-1553	Bensalem Township Bucks County	SERO
PAG033772	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Mountain Ridge Metals Inc. 1517 Rt 209 Millersburg, PA 17061	Upper Paxton Township Dauphin County	SCRO
PAG034064	PAG-03 NPDES General Permit for Industrial Stormwater	New	Pkg Corp of American 1530 Fruitville Pike Lancaster, PA 17601-4006	Lancaster City Lancaster County	SCRO
PAG034066	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	XPO Logistics Freight Inc. 2211 Old Earhart Road Suite 100 Ann Arbor, MI 48105-2963	Exeter Township Berks County	SCRO
PAG036563	PAG-03 NPDES General Permit for Industrial Stormwater	New	Amazon Com Service LLC P.O. Box 80842 Seattle, WA 98108-0842	New Stanton Borough Westmoreland County	SWRO
PAG038334	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Keenes Scrap Metal LLC P.O. Box 217 Sligo, PA 16255-0217	Toby Township Clarion County	NWRO
PAG038344	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Durham School Service LP 2601 Navistar Drive Lisle, IL 60532-3661	Wattsburg Borough Erie County	NWRO
PAG038357	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	USR Holdings LLC 409 Smalls Ferry Road New Castle, PA 16102-2831	Sharon City Mercer County	NWRO
PAG038367	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Meadville Redi Mix Concrete Inc. P.O. Box 418 19824 Cochranton Road Meadville, PA 16335-0418	West Mead Township Crawford County	NWRO
PAG038583	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Lincoln Recycling Inc. 986 French Street Meadville, PA 16335-3582	Meadville City Crawford County	NWRO
PAG038584	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Lincoln Recycling Inc. 1602 Selinger Avenue Erie, PA 16505-4526	Millcreek Township Erie County	NWRO
PAG038585	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Luxfer Magtech Inc. 955 Saxonburg Boulevard Saxonburg, PA 16056-2317	Clinton Township Butler County	NWRO
PAG038590	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	John A Carter d/b/a Mercer Auto Wreckers 748 Wilson Avenue Mercer, PA 16137-4124	Mercer Borough Mercer County	NWRO
0210402	Pump Stations Individual WQM Permit	Amendment	Aleppo Township 100 North Drive Suite 2 Sewickley, PA 15143-2383	Aleppo Township Allegheny County	SWRO
6123402	Pump Stations Individual WQM Permit	Amendment	Cornplanter Township 21 Seneca Street Oil City, PA 16301-1379	Oil City City Venango County	NWRO
08494-S	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
2023405	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Susan & Tom Brown 19557 Irish Road Edinboro, PA 16412-4847	Cussewago Township Crawford County	NWRO
2523424	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Corey & Katelyn Morris 10520 Greenlee Road Waterford, PA 16441-8732	McKean Township Erie County	NWRO
4323414	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Mueller Gary 395 Vernon Road Greenville, PA 16125-9256	West Salem Township Mercer County	NWRO

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

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 Northcentral Regional Office

 PA0228524, Sewage, SIC Code 4952, Duncan Township, 42 Duncan Township Road, Wellsboro, PA 16901-8544. Facility Name: Duncan Township WWTF. This existing facility is located in Duncan Township, Tioga County.

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

 The receiving stream(s), Unnamed Tributary of Wilson Creek (CWF), is located in State Water Plan watershed 9-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Dissolved Oxygen INTERIM	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Dissolved Oxygen FINAL	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	6.0	10	XXX	25.0	40.0	50
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
Total Suspended Solids	7.5	11	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX

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

 • Solids Management

 • Compliance Schedule

 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

 PA0233439, Sewage, SIC Code 4952, Kristina R. Kula-Wright, 12866 Wallis Run Road, Trout Run, PA 17771-8523. Facility Name: Kristina R. Kula-Wright SRSTP. This proposed facility is located in Plunketts Creek Township, Lycoming County.

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

 The receiving stream(s), King Run (EV (existing use)), is located in State Water Plan watershed 10-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 0.0005 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
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 Application No. PA0294179, Concentrated Animal Feeding Operation (CAFO), Mark Bender (Mark Bender Farm), 1735 Church Road, Mifflinburg, PA 17844-7737.

 Mark Bender has submitted an application for an Individual NPDES permit for a new CAFO known as Mark Bender Farm, located in West Buffalo Township, Union County.

 The CAFO is situated near Unnamed Tributary to Buffalo Creek (CWF, MF) in Watershed 10-C, which is classified for Cold Water Fishes and Migratory Fishes. The CAFO will be designed to maintain an animal population of approximately 321.13 animal equivalent units (AEUs) consisting of 119,000 Broiler and 3 Beef Finishers. Solid manure will be stored on a solid stacking pad and in an existing roofed solid storage shed. The operation is proposing to construct a roofed dual use solid storage. There is a liquid concrete circular storage located on the operation that is no longer in use. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

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

 Northeast Regional Office

 PA0060411 A-1, Sewage, SIC Code 4952, Aqua Pennsylvania Wastewater, Inc., 1 Aqua Way, White Haven, PA 18661-1115. Facility Name: Thornhurst WWTP. This existing facility is located in Thornhurst Township, Lackawanna County.

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

 The receiving stream, Pond Creek (EV, MF), is located in State Water Plan watershed 2-A and is classified for Exceptional Value Waters 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 0.07 MGD.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07 MGD.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	20.0	XXX	40.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	Report Min Mo Avg	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	2.0

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276651, Storm Water, SIC Code 4225, Nestle USA—Breinigsville District Center, 555 Nestle Way, Breinigsville, PA 18031-1518. Facility Name: Nestle USA—Breinigsville District Center. This proposed facility is located in Upper Macungie Township, Lehigh 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), 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 006 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
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
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.

 Northwest Regional Office

 PA0025569, Sewage, SIC Code 4952, Slippery Rock Municipal Authority, P.O. Box 157, Slippery Rock, PA 16057-0157. Facility Name: Slippery Rock STP. This existing facility is located in Slippery Rock Borough, Butler County.

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

 The receiving stream, the Slippery Rock Creek (CWF) and an Unnamed Tributary to the Slippery Rock 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 1.2 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	4.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	250.0	400.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	300.0	450.0	XXX	30.0	45.0 Daily Max	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	250.0	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	94.0	XXX	XXX	9.4	XXX	18.8
Total Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Instantaneous Maximum	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	250.0	500.0	XXX	25.0	XXX	50.0
Total Suspended Solids	300.0	600.0	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	Report	XXX	Report	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	36.0	72.0	XXX	3.6	XXX	7.2
May 1 - Oct 31	12.0	24.0	XXX	1.2	XXX	2.4
Total Phosphorus	Report	Report	XXX	Report	XXX	Report
Barium, Total (ug/L)	Report	Report	XXX	Report	XXX	Report
Zinc, Total (ug/L)	Report	Report	XXX	Report	XXX	Report
Benzene (ug/L)	Report	Report	XXX	Report	XXX	Report
Chlorodibromomethane (ug/L)	0.0099	0.0198	XXX	0.99	XXX	1.98
1,1,2-Trichloroethane (ug/L)	0.0068	0.0136	XXX	0.68	XXX	1.36

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

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater Outfalls

 • Emergency Outfall 002

 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 not in effect.

 Northwest Regional Office

 PA0027367, Sewage, SIC Code 4952, Greenville Borough Sanitary Authority, P.O. Box 604, Greenville, PA 16125-0604. Facility Name: Greenville Sanitary Authority STP. This existing facility is located at 183 Hamburg Road, Greenville, PA 16125 in Greenville Borough, Mercer 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, the Shenango River (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.19	XXX	0.62
Carbonaceous Biochemical Oxygen Demand (CBOD5)	667.0	1,000.0	XXX	20.0	30.0	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	1,000.0	1,500.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	700.0	XXX	XXX	21.0	XXX	42
May 1 - Oct 31	233.0	XXX	XXX	7.0	XXX	14
Total Phosphorus	33.0	XXX	XXX	1.0	XXX	2
Aluminum, Total	36.0	XXX	XXX	1.08	XXX	2.16
Copper, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Cyanide, Free	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Dissolved	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

 • Whole Effluent Toxicity (WET)

 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 not in effect.

 Northwest Regional Office

 PA0034380, Sewage, SIC Code 4952, Quadland Corporation, 7041 Truck World Boulevard, Hubbard, OH 44425-3254. Facility Name: Emlenton Service Plaza. This existing facility is located at Exit 43 on Interstate 80 in Scrubgrass Township, Venango County.

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

 

 The receiving stream, an Unnamed Tributary to the Allegheny River (CWF (existing use)), is located in State Water Plan watershed 16-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 0.02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.09	XXX	0.30
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)  Nov 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Aluminum	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Iron	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Manganese	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
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 0.0 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
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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

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

 • Solids Management

 • Requirements Applicable to Stormwater Outfalls

 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

 PA0093360, Sewage, SIC Code 4952, Lake Arthur Estates, LLC, 2925 New Castle Road, Portersville, PA 16051-1223. Facility Name: Lake Arthur Estates MHP. This existing facility is located in Muddycreek Township, Butler County.

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

 The receiving stream, the Muddy Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.425 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	88.6	XXX	XXX	25.0	XXX	50
Total Suspended Solids	106.0	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity (µw/cm2)	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	37.2	XXX	XXX	10.5	XXX	21
May 1 - Oct 31	12.4	XXX	XXX	3.5	XXX	7
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Copper, Total	120.5	XXX	XXX	0.034	XXX	0.068
Lead, Total	42.5	XXX	XXX	0.012	XXX	0.024

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0103292, Sewage, SIC Code 4952, Hamilton Township, P.O. Box 23, Ludlow, PA 16333. Facility Name: Hamilton Township Ludlow STP. This existing facility is located at 275 State Highway 6, Ludlow, PA 16333 in Hamilton Township, McKean 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, the Twomile Run (HQ-CWF), is located in State Water Plan watershed 16-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Wkly Avg	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	14.5	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	17.5	XXX	XXX	30.0	XXX	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	11.6	XXX	XXX	20.0	XXX	40
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295264, Sewage, SIC Code 8800, Michael Czachowski, 475 Stanford Road, Prospect, PA 16052-2715. Facility Name: Michael Czachowski SRSTP. This proposed facility is located in Muddycreek Township, Butler County.

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

 The receiving stream(s), Unnamed Tributary to Yellow 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 .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

 PA0265110, Industrial, SIC Code 4941, Stoneboro Borough Mercer County, 59 Lake Street, Stoneboro, PA 16153-9807. Facility Name: Stoneboro Borough WTP. This existing facility is located on Steckler Road, Stoneboro, PA 16153.

 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), Sawmill Run (WWF), is located in State Water Plan watershed 16-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 .036 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 Daily Min	XXX	9.0 Daily Max	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6

 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

 PA0292745, Storm Water, SIC Code 4953, Veolia ES Alaron, LLC, 2138 State Route 18, Wampum, PA 16157-2926. Facility Name: Veolia ES Alaron LLC d/b/a Alaron Nuclear Services. This proposed facility is located in New Beaver Borough, Lawrence County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-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
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-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
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-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
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 • Other Requirements

 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

 PA0024902, Sewage, SIC Code 4952, Upper Allen Township, 100 Gettysburg Pike, Mechanicsburg, PA 17055-5604. Facility Name: Upper Allen Township Grantham WWTP. This existing facility is located in Upper Allen Township, Cumberland County.

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

 The receiving stream(s), Yellow Breeches Creek (CWF), is located in State Water Plan watershed 7-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.1 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	229	367	XXX	25.0	40.0	50
May 1 - Oct 31	183	275	XXX	20.0	30.0	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	275	413	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	201	XXX	XXX	22.0	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	18.3	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Bromide	Report	XXX	XXX	Report	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	20,091 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	2,679 Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0080225, Sewage, SIC Code 4952, Washington Township Municipal Authority, 11102 Buchanan Trail East, Waynesboro, PA 17268-9503. Facility Name: Washington Township MA WWTP. This existing facility is located in Washington Township, Franklin County.

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

 The receiving stream(s), East Branch Antietam Creek (CWF, MF), is located in State Water Plan watershed 13-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 1.85 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	385	615 Wkly Avg	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	460	690 Wkly Avg	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	194	XXX	XXX	12.6	XXX	25.2
May 1 - Oct 31	64	XXX	XXX	4.2	XXX	8.4
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Iron, Dissolved	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Chloroform	0.38	0.6	XXX	0.0249	0.0388 Daily Max	0.0622

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	35,433 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	4,724 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0080799, Sewage, SIC Code 4952, Newburg Hopewell Township Authority, P.O. Box 128, Newburg, PA 17240-0128. Facility Name: Newburg Hopewell Township STP. This existing facility is located in Hopewell Township, Cumberland County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	15	24	XXX	25	40	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	18	27	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	10.8	XXX	XXX	18.0	XXX	XXX
May 1 - Oct 31	3.6	XXX	XXX	6.0	XXX	12
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	0.9	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	3,380 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	325 Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0084191, Sewage, SIC Code 4952, Peters Township Municipal Authority, P.O. Box 19, Lemasters, PA 17231-0019. Facility Name: Mercersburg Junction STP. This existing facility is located in Peters Township, Franklin County.

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

 The receiving stream(s), West Branch Conococheague Creek, is located in State Water Plan watershed 13-C and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .25 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	52	83	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	63	94	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	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 in effect.

 Southcentral Regional Office

 Application No. PA0294152, Concentrated Animal Feeding Operation (CAFO), Bleacher Farms LLC (Bleacher Farms LLC), 1206 Breneman Road, Conestoga, PA 17516-9309.

 Bleacher Farms LLC has submitted an application for an Individual NPDES permit for a new CAFO known as Bleacher Farms LLC, located in Manor Township, Lancaster County.

 The CAFO is situated near Indian Run (WWF, MF) in Watershed 7-J, which is classified for Warm Water Fishes and Migratory Fishes. The CAFO will be designed to maintain an animal population of approximately 498.52 animal equivalent units (AEUs) consisting of 158,191 Layers, and 6 Beef Calf. Solid manure will be stored in two roofed manure stack sheds and liquid wash water between flocks will be stored in a circular concrete manure pit. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

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

 Southwest Regional Office

 PA0044431, Sewage, SIC Code 4952, Fairfield Manor Inc., P.O. Box 17039, Pittsburgh, PA 15235-0039. Facility Name: Fairfield Manor MHP STP. This existing facility is located in Fairfield Township, Westmoreland County.

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

 The receiving stream, Unnamed Tributary to Loves Hollow (TSF), is located in State Water Plan watershed 18-D and is classified for Trout Stock Fisheries, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.2	XXX	0.5

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.05	XXX	0.17

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.03	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9.0
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.—Limits.

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

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

 • Requirements for Total Residual Chlorine (TRC)—A schedule for the facility to come into compliance with the final TRC limit of 0.05 mg/L is included with this permit. The facility shall be in compliance with final TRC limits within the first year of the permit duration.

 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

 PA0098477, Sewage, SIC Code 4952, Highland Tank & Manufacturing Co., 1 Highland Road, Stoystown, PA 15563-6456. Facility Name: Highland Tank & Manufacturing Co. This existing facility is located in Quemahoning Township, Somerset County.

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

 The receiving stream(s), Oven Run (CWF), is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0003 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
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	200.0 Geo Mean	XXX	XXX

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

 • Requirements applicable to stormwater outfalls (002-008).

 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
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 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	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Averagec 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
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 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
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 008 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
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, 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 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0219240, Sewage, SIC Code 4952, Fortuna Wayne S, 108 Hamilton Drive, Sewickley, PA 15143-8410. Facility Name: Wayne S Fortuna SRSTP. This existing facility is located in Bell Acres Borough, Allegheny 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 Little Sewickley Creek (HQ-TSF), is located in State Water Plan watershed 20-G and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	Report
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
Ammonia-Nitrogen	XXX	XXX	XXX	3.0	XXX	6.0

 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

 PA0253537, Industrial, SIC Code 0273, Rolling Rock Club, P.O. Box 747, Ligonier, PA 15658-0747. Facility Name: Rolling Rock Club Trout Hatchery. This existing facility is located in Ligonier Township, Westmoreland County.

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

 The receiving stream, Rolling Rock Creek (HQ-CWF), is located in State Water Plan watershed 18-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.216 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	10.0	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	20.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	3.0	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total (µg/L)	XXX	XXX	XXX	0.4	0.62	0.99

 In addition, the permit contains the following major special conditions: requirement to develop and implement a Best Management Practices (BMPs) plan; requirements for solids control, material storage, maintenance, and recordkeeping; and requirements for drug and chemical usage.

 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

 PA0217425, Storm Water, SIC Code 5541 & 5812, Pilot Travel Centers LLC, P.O. Box 10146, Knoxville, TN 37939-0146. Facility Name: Pilot Travel Center # 348. This existing facility is located in Bentleyville Borough, Washington 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, Pigeon Creek (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	XXX	Report	XXX	XXX	XXX	XXX
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
BTEX, Total	XXX	XXX	XXX	XXX	Report	XXX
MBAS	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (GPM)	Report	Report	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
BTEX, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	XXX	Report	XXX	XXX	XXX	XXX
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
BTEX, Total	XXX	XXX	XXX	XXX	Report	XXX
MBAS	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	XXX	Report	XXX	XXX	XXX	XXX
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

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

 The EPA Waiver is in effect.

---

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

---

 Northeast Regional Office

 Applicant: Larken Associates

 Applicant Address: 1250 Route 28, Suite 101, Branchburg, NJ 08876-3389

 Application Number: PAD480190

 Application Type: New

 Municipality/County: Forks Township, Northampton County

 Project Site Name: Legacy at Sullivan Trail

 Total Earth Disturbance Area (acres): 34.07 acres

 Surface Waters Receiving Stormwater Discharges: Bushkill Creek (HQ-CWF, MF) & UNT to 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: The project involves construction of a residential development consisting of 19 apartments consisting of 420 apartment units, 2 mixed use buildings, a recreation center/clubhouse, walking trails, playground, dog park and associated 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.

 Southeast Regional Office

 Applicant: RB Dwellings, LLC

 Applicant Address: 1011 Ridge Road, Pottstown, PA 19465

 Application Number: PAD090090

 Application Type: New

 Municipality/County: Springfield Township, Bucks County

 Project Site Name: Cooks Creek

 Total Earth Disturbance Area (acres): 15.32 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Cooks Creek (EV)

 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: 11 Lot Subdivision on existing vacant 17.19 Ac lot.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Honeywell International Inc.

 Applicant Address: 6100 Philadelphia Pike, Claymont, DE 19703

 Application Number: PAD230072

 Application Type: New

 Municipality/County: Marcus Hook Borough, Delaware County

 Project Site Name: Honeywell Delaware Works

 Total Earth Disturbance Area (acres): 2 acres

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

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

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

 Project Description: The proposed work includes the removal and offsite disposal of onsite concrete, asphalt, dirt, dirt-stone, wood debris piles, and soil sampling. Additional excavation/post excavation sampling (as necessary) will be completed, and excavation area will be backfilled with certified clean fill and compacted. All disturbed areas will be restored with topsoil, seeding and stabilized.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Blue Heron Woods Property Owners Association

 Applicant Address: P.O. Box 606, Hawley, PA 18428

 Application Number: PAD520017

 Application Type: Renewal

 Municipality/County: Lackawaxen Township, Blooming Grove Township, Palmyra Township, Pike County

 Project Site Name: Blue Heron Woods

 Total Earth Disturbance Area (acres): 25.00 acres

 Surface Waters Receiving Stormwater Discharges: Decker Creek (HQ-CWF, MF), Blooming Grove 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: 149-Lot Subdivision in Lackawaxen, Blooming Grove, and Palmyra Townships in Pike County, PA.

 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.

 Northwest Regional Office

 Applicant: PA DCNR Bureau of State Parks

 Applicant Address: 400 Market Street, P.O. Box 8551, Harrisburg, PA 17105

 Application Number: PAD620005

 Application Type: New

 Municipality/County: Pleasant Township, Warren County

 Project Site Name: Chapman Dam Campsites

 Total Earth Disturbance Area (acres): 3.87 acres

 Surface Waters Receiving Stormwater Discharges: West Branch Tionesta Creek 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: Construction of improvements to existing camp sites within Chapman State Park, including extending the length of camp sites and providing electric, sewer, and water service.

 Special Conditions: No site-specific special conditions.

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

 Northwest Regional Office

 Applicant: Bridging Pennsylvania Developer I LLC

 Applicant Address: 2601 Market Place, Unit 100, Harrisburg, PA 17110

 Application Number: PAD160003

 Application Type: Major Amendment

 Municipality/County: Beaver Township, Clarion County

 Project Site Name: I-80 Canoe Creek Bridges

 Total Earth Disturbance Area (acres): 130 acres

 Surface Waters Receiving Stormwater Discharges: Canoe Creek and UNT's Canoe Creek 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 project proposes the replacement of two bridge structures and the required roadway realignments necessary to align with the existing roadway. The two structures to be replaced carry both eastbound and westbound lanes of I-80 over Tippecanoe Rd. and Canoe Creek, with the 2-mi project resulting in a total of 130-ac of earth disturbance.

 Special Conditions: • Pollution of any waterway with harmful chemicals, fuels, oils, greases, bituminous material, acid, or other harmful or polluting materials, is prohibited. • The permittee shall follow the measures specified in the APR Handling Work Plan during construction. The permittee shall maintain a copy of the Plan on-site at all times during construction, train staff to use and implement this plan, and have this plan available to provide at the request of any Department inspector.

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

 Southeast Regional Office

 Applicant: City of Philadelphia Dept. of Aviation

 Applicant Address: 8500 Essington Ave, Philadelphia, PA 19153

 Application Number: PAD230012 A-20

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: East Campus Stockpile Relocation

 Total Earth Disturbance Area (acres): 17.63 acres

 Surface Waters Receiving Stormwater Discharges: Lower Schuylkill via storm sewer (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: Relocation approx. 100,000 CY of stockpiled material from one DOA-owned parcel to another.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: D&J Pallet Services, Inc.

 Applicant Address: P.O. Box 212, Shermans Dale, PA 17090

 Application Number: PAD500020

 Application Type: New

 Municipality/County: Centre Township, Perry County

 Project Site Name: D&J Pallet Services

 Total Earth Disturbance Area (acres): 3.1 acres

 Surface Waters Receiving Stormwater Discharges: Little Juniata Creek (CWF, MF)

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

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

 Project Description: Construction of 17,000 square feet of manufacturing and storage buildings with associated parking and truck staging facilities. The stormwater will be handled by a single, large, shallow infiltration basin.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

 Regional Permit Coordination Office

 Applicant: Brandon Frankhouser

 Applicant Address: 12878 Weilder Rd, Petersburg, PA 16669

 Application Number: PAD310014

 Application Type: New

 Municipality/County: Jackson Township, Huntingdon County

 Project Site Name: Brandon Frankhouser Ag Operation

 Total Earth Disturbance Area (acres): 10.63 acres

 Surface Waters Receiving Stormwater Discharges: Standing Stone Creek (HQ-CWF-MF)

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

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

 Project Description: Construction of a new poultry operation inclusive of two breeder barns, egg room, compost building gravel driveway, and gravel pads. The stormwater management includes vegetative swales and a large infiltration basin.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

 Northcentral Regional Office

 Applicant: Brian Wynn—Wynn Tec Inc.

 Applicant Address: 70 EJ Commerce Drive, Loganton, PA 17747

 Application Number: PAD180029 A-1

 Application Type: Major Amendment

 Municipality/County: Green Township, Clinton County

 Project Site Name: Wynn Development

 Total Earth Disturbance Area (acres): 13.6 acres

 Surface Waters Receiving Stormwater Discharges: Mill Creek 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: A 6,400 sf commercial garage and a 15,000 sf commercial garage with parking, utilities, and stormwater managements.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: CRG Services Management, LLC, c/o Fred Ferraro

 Applicant Address: 300 Barr Harbor Drive, Suite 720, Conshohocken, PA 19428

 Application Number: PAD390265

 Application Type: New

 Municipality/County: Lowhill Township, Lehigh County

 Project Site Name: 2951 Betz Court Site

 Total Earth Disturbance Area (acres): 28.0 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Jordan Creek (HQ-CWF, MF) & EV Wetlands

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

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

 Project Description: Construction of one new warehouse/distribution center totaling approximately 299,880 square feet of gross floor area. Development of the site will also include construction of two access driveways, truck courts, employee parking areas, site utilities, landscaping amenities, a stormwater collection and conveyance system and other related site improvements. Access to the site will be provided through two proposed driveway connections to Betz Court.

 Special Conditions: See Draft Permit for additional detail related to Riparian Buffer Implementation Requirements, Sinkholes & Potential Impacts to EV Wetlands.

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

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