NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[53 Pa.B. 7376]
[Saturday, December 2, 2023]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
0923827	Joint DEP/PFBC Pesticides Permit	New	Witt Marsha P.O. Box 68 Bedminster, PA 18910-0068	Bedminster Township Bucks County	SERO
0923828	Joint DEP/PFBC Pesticides Permit	New	Wrightstown Township Bucks County 2203 Second Street Pike Wrightstown, PA 18940	Wrightstown Township Bucks County	SERO
15138107	Joint DEP/PFBC Pesticides Permit	Renewal	Hearne Hardwoods 200 Whiteside Drive Oxford, PA 19363-1237	Atglen Borough Chester County	SERO
1513827	Joint DEP/PFBC Pesticides Permit	Renewal	Bernie Schaffer 136 Grubb Road Malvern, PA 19355-3504	Willistown Township Chester County	SERO
1523834	Joint DEP/PFBC Pesticides Permit	New	Kennett Square Golf & CC 100 E Locust Lane Kennett Square, PA 19348-1718	East Marlborough Township Chester County	SERO
2313811	Joint DEP/PFBC Pesticides Permit	Renewal	Brick House Farms HOA 427 Exton Cmns Exton, PA 19341-2451	Edgmont Township Delaware County	SERO
2317801	Joint DEP/PFBC Pesticides Permit	Amendment	Spring Haven Club 600 S Providence Road Wallingford, PA 19086-6605	Nether Providence Township Delaware County	SERO
1407408	Land Application and Reuse of Sewage Individual WQM Permit	Amendment	PA State University 104A Water Reclamation Fac Admin Bldg University Park, PA 16802	State College Borough Centre County	NCRO
NOEXNE055	No Exposure Certification	New	Nike USA Inc. 3633 Commerce Center Boulevard Bethlehem, PA 18015-9501	Bethlehem City Northampton County	NERO
NOEXNE057	No Exposure Certification	New	Pretium Pkg 512 Forest Road Humboldt Industrial Park Hazleton, PA 18202	Hazle Township Luzerne County	NERO
NOEXNW018	No Exposure Certification	Renewal	Barnes Group Inc. d/b/a Assoc Spring 226 S Center Street Corry, PA 16407-1935	Corry City Erie County	NWRO
NOEXSC220	No Exposure Certification	Renewal	US Postal Service 1425 Crooked Hill Road Harrisburg, PA 17106-3300	Susquehanna Township Dauphin County	SCRO
NOEXSC409	No Exposure Certification	New	Sealed Air Corp US 260 N Blettner Avenue Hanover, PA 17331-4501	Conewago Township Adams County	SCRO
NOEXSW123	No Exposure Certification	Renewal	RR Donnelley 218 N Braddock Avenue Pittsburgh, PA 15208-2511	Pittsburgh City Allegheny County	SWRO
PAG033884	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Simsmetal East LLC 300 South Steel Road Morrisville, PA 19067	Windsor Township York County	SCRO
PAG033913	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Simsmetal East LLC 1 Linden Avenue Jersey City, NJ 07305	Lower Windsor Township York County	SCRO
PAG036137	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	The Recycling Center Inc. 5020 Thoms Run Road Oakdale, PA 15071-1702	Collier Township Allegheny County	SWRO
PAG038322	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Lignetics of New England Inc. 1055 Matthews Run Road Youngsville, PA 16371-3127	Brokenstraw Township Warren County	NWRO
PAG049600	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Andrea & Nathaniel Holland 15303 Ridge Road Meadville, PA 16335-7835	Hayfield Township Crawford County	NWRO
PAG056271	PAG-05 NPDES General Permit for Groundwater Cleanup	Renewal	Catanese Bros 6400 Brooktree Court Suite 250 Wexford, PA 15090-9271	West Deer Township Allegheny County	SWRO
PAG123658	PAG-12 NPDES General Permit for CAFOs	Renewal	Bange Harley 15629 Trough Creek Valley Pike Huntingdon, PA 16652-3785	Union Township Huntingdon County	SCRO
PAG123666	PAG-12 NPDES General Permit for CAFOs	Renewal	Brubaker Nicholas 2871 N Colebrook Road Manheim, PA 17545	Rapho Township Lancaster County	SCRO
PAG123689	PAG-12 NPDES General Permit for CAFOs	Renewal	Brubaker Robert L Jr 2871 N Colebrook Road Manheim, PA 17545-8309	Rapho Township Lancaster County	SCRO
PAG123766	PAG-12 NPDES General Permit for CAFOs	Renewal	Scattered Acres Inc. 1750 Van Reed Road Sinking Spring, PA 19608-8801	West Cocalico Township Lancaster County	SCRO
PAG123780	PAG-12 NPDES General Permit for CAFOs	Renewal	Brubaker Robert L Jr 2871 N Colebrook Road Manheim, PA 17545-8309	Mount Joy Township Lancaster County	SCRO
PAG123857	PAG-12 NPDES General Permit for CAFOs	Renewal	Cornelius John 19062 Trough Creek Valley Pike Mapleton Depot, PA 17052-9635	Cass Township Huntingdon County	SCRO
PAG123866	PAG-12 NPDES General Permit for CAFOs	Renewal	Warner Aaron J 18826 New Fording Road Broad Top, PA 16621-8308	Todd Township Huntingdon County	SCRO
PAG123882	PAG-12 NPDES General Permit for CAFOs	Renewal	Rohrer Dairy Farm LLC 124 Charlestown Road Washington Boro, PA 17582-9669	Manor Township Lancaster County	SCRO
PAG124870	PAG-12 NPDES General Permit for CAFOs	Renewal	Rushtown Poultry LLC 90 Court Street Bethel, PA 19507	Rush Township Northumberland County	SCRO
0498401	Pump Stations Individual WQM Permit	Amendment	Big Beaver Borough Beaver County 114 Forest Drive Darlington, PA 16115-3206	Big Beaver Borough Beaver County	SWRO
6597409	Pump Stations Individual WQM Permit	Amendment	Allegheny Township Municipal Authority Armstrong County 136 Community Bldg Road Leechburg, PA 15656-8208	Allegheny Township Westmoreland County	SWRO
0290405	Sewer Extensions Individual WQM Permit	Amendment	Fox Chapel Borough Allegheny County 401 Fox Chapel Road Pittsburgh, PA 15238-2225	Fox Chapel Borough Allegheny County	SWRO
0423403	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Seivers Jeffrey D 246 Blackswoods Road Freedom, PA 15042-9645	New Sewickley Township Beaver County	SWRO
1023418	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Bruno Amy 522 Branchton Road Slippery Rock, PA 16057-3214	Slippery Rock Township Butler County	NWRO
2523430	Single Residence Sewage Treatment Plant Individual WQM Permit	New	David & Jocelyn Steves 16075 Spirit Hill Road Corry, PA 16407-7137	Wayne Township Erie County	NWRO
2523431	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Keller Gerald 8519 Lexington Road Girard, PA 16417-9120	Girard Township Erie County	NWRO
PA0087033	Small Flow Treatment Facility Individual NPDES Permit	Transfer	Stoltzfus Jonathan L & Elizabeth Ruth 6350 McClays Mill Road Newburg, PA 17240	Lurgan Township Franklin County	SCRO
2895405	Small Flow Treatment Facility Individual WQM Permit	Transfer	Stoltzfus Jonathan L & Elizabeth Ruth 6350 McClays Mill Road Newburg, PA 17240	Lurgan Township Franklin County	SCRO
WQG018768	WQG-01 WQM General Permit	Transfer	Andrea & Nathaniel Holland 15303 Ridge Road Meadville, PA 16335-7835	Hayfield Township Crawford County	NWRO
WQG02150621	WQG-02 WQM General Permit	Amendment	Chester County School Authority 455 Boot Road Downingtown, PA 19335-3043	Penn Township Chester County	SERO
WQG02152301	WQG-02 WQM General Permit	New	Chester County School Authority 455 Boot Road Downingtown, PA 19335-3043	Penn Township Chester County	SERO
WQG02402302	WQG-02 WQM General Permit	New	Can Do Inc. One South Church Street 200 Renaissance Center Hazleton, PA 18201	Hazle Township Luzerne County	NERO
WQG02402303	WQG-02 WQM General Permit	New	McCarthy Lambert Kathleen 340 Kidder Street Wilkes-Barre, PA 18702	Jackson Township Luzerne County	NERO

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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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 Northwest Regional Office

 PA0028274, Sewage, SIC Code 4952, New Wilmington Borough, 134 High Street, New Wilmington, PA 16142-1104. Facility Name: New Wilmington Borough STP. This existing facility is located in New Wilmington Borough, Lawrence County.

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

 The receiving stream, the Little Neshannock Creek (TSF), is located in State Water Plan watershed 20-A 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 0.78 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	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)	162.0	260.0	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	195.0	292.0	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ultraviolet light intensity (µw/cm2)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	68.3	XXX	XXX	10.5	XXX	21
May 1 - Oct 31	22.7	XXX	XXX	3.5	XXX	7
Total Nitrogen	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Zinc, Total	XXX	Report Daily Max	XXX	Report Daily Max	XXX	XXX
Copper, Total	0.155	XXX	XXX	0.023	XXX	0.047

 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

 PA0034061, Sewage, SIC Code 7033, Vacationland Properties Owner LLC, 760 Osterman Drive, Bozeman, MT 59715-7948. Facility Name: Goddard Park Vacationland Campground. This existing facility is located at 867 Georgetown Road, Sandy Lake, PA 16145-2525 located in Deer Creek Township, 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(s), Unnamed Tributary to Schofield 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 .06 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	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.9	XXX	31.8
May 1 - Oct 31	XXX	XXX	XXX	5.3	XXX	10.6
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report Quarterly
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	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

 PA0091201, Sewage, SIC Code 8011, Indiana Medical Condominium Association, 1177 S 6th Street, Indiana, PA 15701-3759. Facility Name: Indiana Medical Condominiums. This existing facility is located in White Township, Indiana 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 Two Lick Creek (CWF), is located in State Water Plan watershed 18-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0036 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	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	13.5	XXX	27.0
May 1 - Oct 31	XXX	XXX	XXX	4.5	XXX	9.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .00126 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0238791, Sewage, SIC Code 4952, 8811, Rae Kent Gardner, 4926 Follett Run Road, Warren, PA 16365-8559. Facility Name: Rae Kent Gardner 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), Morse Run (HQ-CWF), is located in State Water Plan watershed 16-B 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 (MGD)	Report Annl Avg	XXX	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	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

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

 • Monthly monitoring for Total Residual Chlorine (TRC).

 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

 PA0263460, Sewage, SIC Code 4952, Joseph Landis, 414 Freeport Street, Saxonburg, PA 16056-9416. Facility Name: Joseph Landis SRSTP. This existing facility is located in Clinton Township, Butler 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 Sarver Run (HQ-TSF), is located in State Water Plan watershed 18-F 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 .0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295434, Sewage, SIC Code 8800, Thomas Marx, 129 Dutch Road, Harmony, PA 16037-9215. Facility Name: Thomas Marx SRSTP. This proposed facility is located in Jackson 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 of Doe Run (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 .0006 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.

 Southcentral Regional Office

 PA0027197, Sewage, SIC Code 4952, Capital Region Water, 212 Locust Street, Suite 500, Harrisburg, PA 17101-1510. Facility Name: Harrisburg Advanced Wastewater Treatment Facility. This existing facility is located in Harrisburg City, Dauphin County.

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

 The receiving stream(s), Susquehanna River (WWF, MF) is located in State Water Plan watershed 7-C and is classified for Warm Water Fishes, 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 37.7 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	7,860	12,577	XXX	25.0	40.0	50
Total Suspended Solids	9,433	14,149	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	629	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 37.7 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.05	XXX	0.16
Carbonaceous Biochemical Oxygen Demand (CBOD5)	7,860	12,577	XXX	25.0	40.0	50
Total Suspended Solids	9,433	14,149	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	629	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 37.7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	688,575 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	91,810 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.

 This draft permit contains special conditions for Combined Sewer Overflow (CSO) outfalls in Part C.

 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

 PA0087041, Sewage, SIC Code 7033, Sun Communities, Inc., 27777 Franklin Road, Southfield, MI 48034. Facility Name: Lake In Wood RV Resort. This existing facility is located in Brecknock 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, Unnamed Tributary of Black Creek (HQ-WWF), is located in State Water Plan watershed 7-J 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 .015 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

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.32	XXX	1.07
Carbonaceous Biochemical Oxygen Demand (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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9.0
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4.0

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0261939, Sewage, SIC Code 6514, Amy Gerlach, 790 Oliver Street, Newport, PA 17074-8901. Facility Name: Gerlach Res. This existing facility is located in Oliver Township, Perry 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 Juniata River (CWF, MF), is located in State Water Plan watershed 12-B 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	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0266698, Sewage, SIC Code 8811, Danciu Ina, 3501 New Holland Road, Mohnton, PA 19540-8638. Facility Name: Danciu Residence. This existing facility is located in Cumru 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), Angelica 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 0.0004 MGD.—Limits.

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

 • Submittal of Annual Maintenance Reports

 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

 PA0266345, Industrial, SIC Code 2015, Keystone Protein Company, 154 W Main Street, Fredericksburg, PA 17026-9510. Facility Name: Keystone Protein Fredericksburg. 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), Unnamed tributary to Elizabeth Run (WWF, MF), Elizabeth Run (WWF, MF) and Little Swatara Creek (WWF, MF), is located in State Water Plan watershed 7-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3 MGD/1.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	Report	Report	XXX	10.0	20.0	25
Total Suspended Solids	Report	Report	XXX	20.0	40.0	50
Oil and Grease	Report	Report	XXX	8.0	14.0	16
Fecal Coliform (No./100 ml)  Nov 1 - Apr 30	XXX	XXX	XXX	400 Geo Mean	400	XXX
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	400	XXX
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	103.0	147.0	XXX
Total Nitrogen (Total Load, lbs)	Report	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	Report	XXX	4.0	8.0	10
May 1 - Oct 31	26	53	XXX	3.0	6.0	7.5
Ammonia-Nitrogen (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	18	35	XXX	2.0	4.0	5
Total Phosphorus (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Stormwater Outfalls 002, 003, 007 and 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	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
BOD5	XXX	XXX	XXX	XXX	Report	XXX
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	19,786 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) Effluent Net	XXX	380.5 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, 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.

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

 • Chesapeake Bay Nutrient Requirements

 • Approval Contingencies

 • Chlorine Minimization and Limitation Requirement

 • Collected Screenings, Slurries, Sludges, and other Solids Management

 • Conditions to Implement Best Management Practices

 • Chemical Additives Conditions

 • Stormwater 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 not in effect.

 Southcentral Regional Office

 PA0259969, Concentrated Animal Feeding Operation (CAFO), Jonas Sensenig (Silver Crest Acres), 1147 Silver Spring Road, Holtwood, PA 17532-9741.

 Jonas Sensenig has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Silver Crest Acres, located in Drumore Township, Lancaster County.

 The CAFO is situated near Unnamed Tributary to Fishing Creek (HQ-CWF, MF) in Watershed 7-K, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 432.28 animal equivalent units (AEUs) consisting of 3,200 swine wean to finish, 6 beef cow, 6 beef calf, 1 beef bull, and 10 meat goat doe. Liquid swine manure is stored in a concrete underbarn manure storage. 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.

 Southeast Regional Office

 PA0026247, Sewage, SIC Code 4952, Hatfield Township Municipal Authority, 3200 Advance Lane, Colmar, PA 18915-9766. Facility Name: Hatfield Township STP. This existing facility is located in Hatfield Township, Montgomery County.

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

 The receiving stream, West Branch Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.98 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Sulfate, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Chloride	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Bromide	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Toxicity, Chronic - Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic - Pimephales Growth (TUc)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.98 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	1,073	1,609	XXX	18	27 Wkly Avg	36
May 1 - Oct 31	536	804	XXX	9.1	14 Wkly Avg	18
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	1,746	2,620	XXX	30	45 Wkly Avg	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	58,213	XXX	XXX	1,000	XXX	1,500
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000*
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N  Nov 1 - Jun 30	Report	XXX	XXX	Report	XXX	XXX
Jul 1 - Oct 31	483	XXX	XXX	8.2	XXX	16.4
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	322	XXX	XXX	5.5	XXX	11
May 1 - Oct 31	107	XXX	XXX	1.8	XXX	3.6
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus  Nov 1 - Mar 31	58	XXX	XXX	1.0	XXX	2
Apr 1 - Oct 31	43	XXX	XXX	0.74	XXX	1.48
Antimony, Total	XXX	XXX	XXX	Report	XXX	XXX
Cadmium, Total	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	Report	Report Daily Max	XXX	Report	Report	XXX
Cyanide, Free	XXX	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Selenium, Total	XXX	XXX	XXX	Report	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report	XXX	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	XXX	XXX

 *Shall not exceed in more than 10% of samples.

 The proposed effluent limits for Outfall 002 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 003 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 004 are based on an average stormwater flow—Limits.

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

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Optimization

 E. Small Stream Discharge

 F. Operator Notification

 G. Fecal Coliform Reporting

 H. Pretreatment Program Implementation

 I. Solids Management

 J. Site-Specific Criteria Study

 K. WET Condition

 L. Stormwater Outfalls Requirement

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

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0013463, Industrial, SIC Code 3312, US Steel Corporation, 400 Middle Drive, Fairless Hills, PA 19030. Facility Name: US Steel Fairless Hills Facility. This existing facility is located in Falls 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), Delaware River (WWF, MF) is located in State Water Plan watershed 2-E 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 MP 102 are based on a design flow of 3.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall MP 102 are based on a design flow of 3.2 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
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30

 The proposed effluent limits for Outfall MP 102 are based on a design flow of 3.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Dry Weather Analysis (pg/L)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	Report Daily Max	XXX	XXX

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

 • Chemical Additives Requirement

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • BMPs for Stormwater Discharges

 • Stormwater Monitoring Requirements

 • PPC Plan

 • Cooling Water Intake Structure Requirements

 • Thermal Impact of discharge upon Zone 2 of Delaware River

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

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0245020, Storm Water, SIC Code 2834, 2836, Janssen Biotech Inc., 200 Great Valley Parkway, Malvern, PA 19355-1307. Facility Name: Janssen Biotech Inc. This existing facility is located in East Whiteland Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary to Valley Creek (EV, MF) and Valley Creek (EV, MF), is located in State Water Plan watershed 3-F 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 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
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
Lead, 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 009 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 011 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 013 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 015 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 017 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 018 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 019 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended 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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, 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 484-250-5910.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285200, Sewage, SIC Code, Pittsburgh Oratory, 4450 Bayard Street, Pittsburgh, PA 15213-1506. Facility Name: Pittsburgh Oratory Properties SFTF. This proposed facility is located in Ligonier Township, Westmoreland 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 Mills Run (CWF), is located in State Water Plan watershed 18-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 .002 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

 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

 PA0028126, Industrial, SIC Code 4941, PA American Water Co., 380 Becks Run Road, Pittsburgh, PA 15201. Facility Name: PA American Water—Hays Mine Station. This existing facility is located in Pittsburgh City, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary to Monongahela River (WWF), is located in State Water Plan watershed 19-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 12.168 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.011	0.026	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	10.4	16.2	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285081, Storm Water, SIC Code 5171, E J Bognar Inc., 528 Elmwood Boulevard, New Galilee, PA 16141. Facility Name: New Galilee Plant. This proposed facility is located in Big Beaver Borough, Beaver 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), Jordan Run (HQ-CWF), Clarks Run (HQ-CWF), is located in State Water Plan watershed 20-B 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 0.0 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 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

 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.

---

 Regional Permit Coordination Office

 Applicant: MRPI Amity Hall LLC

 Applicant Address: 509 South Exeter Street, Suite 216, Baltimore, MD 21202

 Application Number: PAD500022

 Application Type: New

 Municipality/County: Watts Township, Perry County

 Project Site Name: Susquehanna Crossings

 Total Earth Disturbance Area (acres): 193.99 acres

 Surface Waters Receiving Stormwater Discharges: Juniata River (WWF, MF) and Susquehanna 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: MRPI Amity Hall LLC is proposing to construct two industrial warehouse/distribution facilities totaling approximately 1.95 million square feet. Construction will also include a private access road, internal roadways, passenger car and trailer parking, wastewater treatment plans, stormwater management facilities, and a well pump house to support the development.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: PD Silk Mill, LP

 Applicant Address: 91 Larry Holmes Drive, Suite 200, Easton, PA 18042-7745

 Application Number: PAD480202

 Application Type: New

 Municipality/County: City of Bethlehem, Northampton County

 Project Site Name: Silk Mill Apartments

 Total Earth Disturbance Area (acres): 3.96 acres

 Surface Waters Receiving Stormwater Discharges: Monocacy 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 5-story/90-unit apartment building, parking areas, curbing, lighting, landscaping and associated stormwater management BMPs.

 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: GM 001 LLC, c/o Mariano DiFiore

 Applicant Address: 1047 Cetronia Road, Unit 1, Breinigsville, PA 18031

 Application Number: PAD390274

 Application Type: New

 Municipality/County: Lower Macungie Township, Lehigh County

 Project Site Name: Spring Creek Estates 2022

 Total Earth Disturbance Area (acres): 3.82 acres

 Surface Waters Receiving Stormwater Discharges: 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: Construction of four (4) four-unit residential attached single-family dwellings (Townhouses) with associated parking 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: Lehigh County Authority, c/o Amy Kunkel

 Applicant Address: 1053 Spruce Road, P.O. Box 3348, Allentown, PA 18106-0348

 Application Number: PAD390277

 Application Type: New

 Municipality/County: Upper Macungie Township, Lehigh County

 Project Site Name: Upper Western Lehigh Pump Station and Force Main Improvements Project

 Total Earth Disturbance Area (acres): 7.47 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Lehigh Creek (HQ-CWF, MF), Little Lehigh Creek (HQ-CWF, MF) and Other Wetlands (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 the construction of a sanitary sewer pump station at 7686 Industrial Boulevard (southeast of SR 0100 and Industrial Boulevard) and the installation of approximately 7,300 linear feet of 18" sanitary sewer force main from the proposed station to an existing manhole near Lenape Trail within Grange Park.

 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: JJLH Associates, LTD

 Applicant Address: 4437 Street Road, Trevose, PA 19053

 Application Number: PAD480020 A-1

 Application Type: Major Amendment

 Municipality/County: Lower Nazareth Township, Northampton County

 Project Site Name: Faulkner Subaru Dealership

 Total Earth Disturbance Area (acres): 10.54 acres

 Surface Waters Receiving Stormwater Discharges: 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 construction of a commercial car dealership

 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: Newman Paper Company

 Applicant Address: 6101 Tacony Street, Philadelphia, PA 19135

 Application Number: PAD510236

 Application Type: New

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Newman Paper Company

 Total Earth Disturbance Area (acres): 3.89 acres

 Surface Waters Receiving Stormwater Discharges: 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: Installation of 3 subsurface basins and associated pipes and structures to treat and control the release of stormwater runoff. Basin 3 will be able to pump water into the paper recycling plant when necessary for capture and reuse of a portion of the stormwater runoff.

 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: JVI, LLC

 Applicant Address: 1265 Miller Road, Wind Gap, PA 18091

 Application Number: PAD540033

 Application Type: New

 Municipality/County: Rush Township, Schuylkill County

 Project Site Name: 92 Progressive Avenue Storage Expansion

 Total Earth Disturbance Area (acres): 11.37 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Nesquehoning 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 expansion of an existing building, additional paved storage area, and associated stormwater facilities at 92 Progressive Ave.

 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: Woodloch Pines, Inc.

 Applicant Address: 731 Welcome Lake Road, Hawley, PA 18428

 Application Number: PAD520050

 Application Type: New

 Municipality/County: Lackawaxen Township, Pike County

 Project Site Name: Fern Glen Major Subdivision

 Total Earth Disturbance Area (acres): 10.53 acres

 Surface Waters Receiving Stormwater Discharges: Teedyuskung Creek, High Quality—Cold Water Fish, Migratory Fish (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 Applicant proposes the construction of 9 single family homes with on-lot septic and wells.

 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: One More Mountain Holdings, LLC

 Applicant Address: 4511 Falmer Drive, Bethlehem, PA 18020

 Application Number: PAD400074

 Application Type: New

 Municipality/County: Wright Township, Luzerne County

 Project Site Name: The Grove at Mountain Top

 Total Earth Disturbance Area (acres): 21.06 acres

 Surface Waters Receiving Stormwater Discharges: 1. Mud Pond Run (CWF, MF); 2. 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: A multi-family residential development of 248 units and an office/clubhouse. The development will access State Route 309 and N. Sunset Drive. Public water and sewer will service the development. Private improvements will consist of 11 multi-family buildings, parking lots, and two (2) entrance drives adjoining SR 309.

 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: Township of Tobyhanna

 Applicant Address: 105 Government Center Way, Pocono Pines, PA 18350

 Application Number: PAD450133 A-2

 Application Type: Major Amendment

 Municipality/County: Tobyhanna Township, Monroe County

 Project Site Name: I-380 SB Ramp Relocation

 Total Earth Disturbance Area (acres): 12.69 acres

 Surface Waters Receiving Stormwater Discharges: EV Wetlands to Upper Tunkhannock Creek (EV/HQ-CWF, MF), Swiftwater 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: Major Amendment for realignment of I-380 Southbound Exit Ramp to align with Long Pond Road and widening, reconstruction of Route 940.

 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.

 Southwest Regional Office

 Applicant: Almono, LP

 Applicant Address: 225 Fifth Avenue, Pittsburgh, PA 15213

 Application Number: PAD020005A-2

 Application Type: Major Amendment

 Municipality/County: City of Pittsburgh, Allegheny County.

 Project Site Name: Hazelwood Green Development—Lot 18

 Total Earth Disturbance Area (acres): 5.29 acres

 Surface Waters Receiving Stormwater Discharges: Monongahela 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: Development of Lot # 18 for the University of Pittsburgh Gene and Cell Therapy Building.

 Special Conditions: 1. If any of the required Solid Waste Management Act procedures require modifications or delays in the implementation of the Erosion and Sedimentation Control Plan (ESC Plan), the authorized County Conservation District should be contacted immediately. 2. This permit is not to be considered an approval of the structural or geotechnical analysis/design, the construction specifications, or the construction means and methods utilized during construction. 3. If the BMPs do not control volume of stormwater as designed or if excessive erosion or other indications of inadequate stormwater controls are observed, a permit amendment request shall be submitted to the Department for approval of modifications to stormwater controls to meet the stormwater requirements and the approved modifications shall be implemented. 4. An infiltration design rate of 1.0 inch per hour was utilized for PCSM BMP SSCG-BC-4 within this approval. Provide to the Department (Waterways & Wetlands Section), post construction infiltration testing (minimum of two tests) to confirm adequate infiltration rates are occurring within the PCSM BMP. 5. An evaluation of the potential post construction stormwater impacts was provided based on the site configurations expected at the time of the design. Should conditions or the design change or be modified thereby increasing potential for runoff (i.e. from additional impervious surfaces) a reevaluation must be conducted by the permittee(s). Any increase in stormwater rate or volume must be managed by site BMPs and the Department must be notified of the change. A permit amendment may be required. 6. Any work which is not shown on the application site plans is not authorized by this permit. An amendment to the permit must be submitted by the permittee(s) and approved by the Department before any future work different from the submitted application information begins on the site. 7. PCSM BMPs should be implemented as detailed in the approved PSCM plan. Any changes or modifications to the PCSM plan, the introduction of alternate post-construction stormwater BMPs or the elimination of any approved post construction stormwater BMPs, must be approved by the DEP prior to any application of these changes on the permitted site. 8. Earth disturbance activities shall be conducted in accordance with the approved Soil Management Plan. 9. Coordination with Pennsylvania Historical and Museum Commission (PHMC) for archaeological clearance shall take place prior to any earth disturbance proposed below the soil cap implemented under the Department's Act 2 Program. The Department shall be notified of all coordination with PHMC. 10. Prior to the beginning of work, all public water supplies or other water-related activities located downstream that may be affected by turbidity increases or other water quality changes caused by said work shall be sufficiently notified in advance to allow for preparation of any water quality changes. These include, at a minimum, PA-American Water Co—Pittsburgh (Ron Bargiel) 412-884-5112.

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

 Southcentral Regional Office

 Applicant: KV Land, LLC

 Applicant Address: 50 South Wisner Street, P.O. Box 180, Frederick, PA 21705

 Application Number: PAD670091

 Application Type: New

 Municipality/County: Shrewsbury Township and Springfield Township, York County

 Project Site Name: Theatre Road Property

 Total Earth Disturbance Area (acres): 8.00 acres

 Surface Waters Receiving Stormwater Discharges: Seaks Run (HQ-CWF) and Seaks Run (HQ-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: Manufacturing facility with associated parking area

 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: Alan L. Meyers & Mrs. Kendra S. Meyers

 Applicant Address: 148 Meyers Road, Greencastle, PA 17225

 Application Number: PAD280021

 Application Type: New

 Municipality/County: Antrim Township, Franklin County

 Project Site Name: Red Oak Estates, Lots 9-28 and 63-79

 Total Earth Disturbance Area (acres): 21.5 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Muddy Run (HQ-CWF) and UNT to Muddy 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: Construction of 37 single family homes with supporting utilities, road network, and associated PCSM BMPs.

 Special Conditions: Riparian Buffer Establishment

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

 Southcentral Regional Office

 Applicant: Springwood LLC

 Applicant Address: 221 Granite Run Drive, Lancaster, PA 17601

 Application Number: PAD670037

 Application Type: Major Amendment

 Municipality/County: York Township, York County

 Project Site Name: Bridgewater Major Amendment & Renewal

 Total Earth Disturbance Area (acres): 161.28 acres

 Surface Waters Receiving Stormwater Discharges: two (2) UNTs to Mill Creek (CWF, MF), three (3) open-water ponds, and sixteen (16) 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: 135-unit single family condominium development with associated roadways

 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: Sunnyburn Produce Auction, LLC

 Applicant Address: 101 Atkins Road, Airville, PA 17302

 Application Number: PAD670095

 Application Type: New

 Municipality/County: Lower Chanceford Township, York County

 Project Site Name: Sunnyburn Produce Auction Expansion

 Total Earth Disturbance Area (acres): 2.01 acres

 Surface Waters Receiving Stormwater Discharges: Orson 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: Commercial produce auction facility with associated parking area

 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: Bethlehem Township Municipal Authority

 Applicant Address: 3535 Orth Street, Bethlehem, PA 18020

 Application Number: PAD480200

 Application Type: New

 Municipality/County: City of Bethlehem, Bethlehem Township, Northampton County

 Project Site Name: BTMA Easton Avenue Phase I Flood Mitigation

 Total Earth Disturbance Area (acres): 10.28 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Nancy 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: Bethlehem Township Municipal Authority will be retrofitting four (4) dry detention basins to extended detention basins for MS4 compliance and flood mitigation along East Blvd and Santee Rd.

 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: Township of Spring

 Applicant Address: 2850 Windmill Road, Sinking Spring, PA 19610

 Application Number: PAD060081A-1

 Application Type: Major Amendment

 Municipality/County: Wyomissing Borough, Berks County

 Project Site Name: Wyomissing Interceptor Upgrade Project

 Total Earth Disturbance Area (acres): 5.87 acres

 Surface Waters Receiving Stormwater Discharges: Wyomissing 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: Upgrade of approximately 5,790 feet of existing 18" interceptor line with 30" diameter gravity sewers and associated manholes. The major amendment is to increase the LOD to 5.87 acres from the previously approved 4.63 acres due to landowner approvals.

 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: Joel Raber

 Applicant Address: P.O. Box 110, Hopeland, PA 17533

 Application Number: PAD380030

 Application Type: New

 Municipality/County: Heidelberg Township, Lebanon County

 Project Site Name: Family Treasures Wholesale

 Total Earth Disturbance Area (acres): 6.10 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Hammer 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: Proposed to remove an existing dwelling and construct a building for Family Treasures Wholesale.

 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: Red Hubs RE, LLC

 Applicant Address: 1 Commercial Drive, Area E, Florida, NY 10921.

 Application Number: PAD440025

 Application Type: New

 Municipality/County: Granville Township, Mifflin County

 Project Site Name: Wendy's Restaurant

 Total Earth Disturbance Area (acres): 1.97 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Juniata River (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: Redeveloping site into a Wendy's restaurant with associated PCSM BMPs, including roadway work

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: PBF Logistics Products Terminal, LLC

 Applicant Address: 1 Sylvan Way, Second Floor, Parsippany, NJ 07054

 Application Number: PAD510235

 Application Type: New

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: PBF Butane Blending Facility

 Total Earth Disturbance Area (acres): 3.31 acres

 Surface Waters Receiving Stormwater Discharges: 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: Construction of an asphalt roadway through the facility as well as a butane blending tank and berm modification.

 Special Conditions: N/A

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

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