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PA Bulletin, Doc. No. 25-12

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[55 Pa.B. 46]
[Saturday, January 4, 2025]

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).

I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office
1524820 Joint DEP/PFBC Pesticides Permit New Scheifele Blake
1660 Little Conestoga Road
Glenmoore, PA 19343-1803 		West Nantmeal Township
Chester County 		SERO
1524821 Joint DEP/PFBC Pesticides Permit New Raser Chew Holly
431 Harley Road
Pottstown, PA 19465-8243 		East Coventry Township
Chester County 		SERO
1524822 Joint DEP/PFBC Pesticides Permit New Neiderer Dave
46 Wyndmere Lake Drive
Chester Springs, PA 19425 		West Vincent Township
Chester County 		SERO
2324804 Joint DEP/PFBC Pesticides Permit New Best Western Plus Concordville
P.O. Box 607
Concordville, PA 19331-0607 		Concord Township
Delaware County 		SERO
3824803 Joint DEP/PFBC Pesticides Permit New Camp Kirchenwald
1 Cut Off Road
Lebanon, PA 17042-3846 		South Londonderry Township
Lebanon County 		SCRO
4624813 Joint DEP/PFBC Pesticides Permit New Garden Dr HOA
3196 Buck Road
Bryn Athyn, PA 19009 		Bryn Athyn Borough
Montgomery County 		SERO
6124806 Joint DEP/PFBC Pesticides Permit New Andrew Hostetler
178 Guiasuta Trail
Utica, PA 16362-2102 		Frenchcreek Township
Venango County 		NWRO
0270464 Major Sewage Treatment Facility Individual WQM Permit Amendment Robinson Township Municipal Authority
Allegheny County
4200 Campbells Run Road
Pittsburgh, PA 15205-1306 		Robinson Township
Allegheny County 		SWRO
4905403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436 		Delaware Township
Northumberland County 		NCRO
NOEXSE038 No Exposure Certification Renewal PCI Pharmaceuticals Service
3001 Red Lion Road
Philadelphia, PA 19114-1123 		Philadelphia City
Philadelphia County 		SERO
NOEXSW042 No Exposure Certification Transfer Ernies Waste Oil LLC
155C Swiontek Road
Aliquippa, PA 15001-5844 		Independence Township
Beaver County 		SWRO
PAG030002 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Quarry Cut Inc.
77 Wells Road
Parker Ford, PA 19457 		East Coventry Township
Chester County 		SERO
PAG030164 PAG-03 NPDES General Permit for Industrial Stormwater Amendment Coopers Creek Chemicals Corp
884 River Road
W Conshohocken, PA 19428-2699 		Upper Merion Township
Montgomery County 		SERO
PAG041453 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Reimold Richard
1013 East Lake Road
Transfer, PA 16154 		Delaware Township
Mercer County 		NWRO
PAG046499 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Brackin James
2006 Masonic Drive
Sewickley, PA 15143-2405 		Kilbuck Township
Allegheny County 		SWRO
PAG123646 PAG-12 NPDES General Permit for CAFOs Renewal Joe Jurgielewicz & Son Ltd
189 Cheese Lane
Hamburg, PA 19526-8057 		Bethel Township
Berks County 		SCRO
PAG123794 PAG-12 NPDES General Permit for CAFOs Renewal Joe Jurgielewicz & Son Ltd
189 Cheese Lane
Hamburg, PA 19526-8057 		Centre Township
Berks County 		SCRO
PAG123957 PAG-12 NPDES General Permit for CAFOs New Eleven Oaks Farms LLC
34 N Corporation Street
Newville, PA 17241-1137 		Upper Frankford Township
Cumberland County 		SCRO
PAG136226 PAG-13 NPDES General Permit for MS4s Renewal South Buffalo Township Armstrong County
167 Northpointe Boulevard
Freeport, PA 16229-2605 		South Buffalo Township
Armstrong County 		NWRO
PAG138303 PAG-13 NPDES General Permit for MS4s Renewal West Middlesex Borough
Mercer County
P.O. Box 582
25 North Street
West Middlesex, PA 16159-0582 		West Middlesex Borough
Mercer County 		NWRO
PAG138316 PAG-13 NPDES General Permit for MS4s Renewal Girard Borough
Erie County
34 Main Street W
Girard, PA 16417-1612 		Girard Borough
Erie County 		NWRO
PAG138335 PAG-13 NPDES General Permit for MS4s Renewal Forward Township
Butler County
207 Ash Stop Road
Evans City, PA 16033-7649 		Forward Township
Butler County 		NWRO
PA0284815 Single Residence STP Individual NPDES Permit Transfer Rocha Matthew V
212 Watters Station Road
Evans City, PA 16033-9322 		Franklin Park Borough
Allegheny County 		SWRO
0222400 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Rocha Matthew V
212 Watters Station Road
Evans City, PA 16033-9322 		Franklin Park Borough
Allegheny County 		SWRO
WQG01022404 WQG-01 Single Residence Sewage Treatment Plant WQM General Permit New Brackin James
2006 Masonic Drive
Sewickley, PA 15143-2405 		Kilbuck Township
Allegheny County 		SWRO
WQG01432414 WQG-01 Single Residence Sewage Treatment Plant WQM General Permit New Reimold Richard
1013 East Lake Road
Transfer, PA 16154 		Delaware Township
Mercer County 		NWRO
WQG02092405 WQG-02 Pump Station WQM General Permit New Bucks County Water & Sewer Authority
1275 Almshouse Road
Warrington, PA 18976-1209 		Doylestown Borough
Bucks County 		SERO
WQG02150824 WQG-02 Pump Station WQM General Permit Amendment Spring City Borough
Chester County
6 S Church Street
Spring City, PA 19475-1876 		Spring City Borough
Chester County 		SERO
WQG02382401 WQG-02 Sewer Extension WQM General Permit New South Annville Township Authority
1042 Horseshoe Pike
Lebanon, PA 17042 		South Annville Township
Lebanon County 		SCRO
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.

 Northeast Regional Office

 PA0060496, Sewage, SIC Code 4941, Aqua Pennsylvania Wastewater, Inc., 762 W. Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Mast Hope Development WWTP. This existing facility is located in Lackawaxen Township, Pike County.

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

 The receiving stream, the Delaware River (WWF, MF), is located in State Water Plan watershed 1-A and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 MGD.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 MGD.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 20.8 XXX XXX 25.0 XXX 50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent 		Report Report XXX Report Report XXX
CBOD5 Minimum % Removal (%) XXX XXX XXX 85.0
Min Mo Avg 		XXX XXX
Total Suspended Solids 25.0 XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N Report XXX XXX Report Report XXX
Total Nitrogen Report XXX XXX Report Report XXX
Ammonia-Nitrogen Report XXX XXX Report Report XXX
Total Kjeldahl Nitrogen Report XXX XXX Report Report XXX
Total Phosphorus Report XXX XXX Report Report XXX
Total Dissolved Solids Report
Avg Qrtly 		XXX XXX 1,000
Avg Qrtly 		Report XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0064297, Sewage, SIC Code 4952, Portland Borough, 206 Division Street, Portland, PA 18351-0476. Facility Name: Portland Borough WWTP. This existing facility is located in Portland Borough, Northampton County.

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

 The receiving stream, the Delaware River (WWF, MF), is located in State Water Plan watershed 1-F and is classified for Warm Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.105 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instant. Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) 8.8 13.1 XXX 10.0 15.0 20.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
CBOD5 Minimum % Removal (%) 85.0
Min Mo Avg 		XXX XXX XXX XXX XXX
Total Suspended Solids 8.8 13.1 XXX 10.0 15.0 20.0
Total Suspended Solids
Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids
 Minimum % Removal (%) 		85.0
Min Mo Avg 		XXX XXX XXX XXX XXX
Total Dissolved Solids XXX XXX XXX Report XXX 1,000
Fecal Coliform (No./100 ml) XXX XXX XXX 50.0
Geo Mean 		XXX 250
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen 8.8 XXX XXX 10.0 XXX 20.0
Ammonia-Nitrogen 1.3 XXX XXX 1.5 XXX 3.0
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus 1.8 XXX XXX 2.0 XXX 4.0
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0041378, Industrial, SIC Code 3316, Prime Metals Acquisitions, LLC, 101 Innovation Drive, Homer City, PA 15748-7433. Facility Name: Prime Metals & Alloys Homer City Plant. This existing facility is located in Center Township, Indiana County.

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

 The receiving streams, an Unnamed Tributary to the Two Lick Creek (CWF) and the Two Lick Creek (TSF), are located in State Water Plan watershed 18-D and are classified for Trout Stocking and Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.—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
Aluminum, Total XXX XXX XXX 0.75
Avg Qrtly 		0.75
Daily Max 		XXX
Iron, Total XXX XXX XXX 1.5
Avg Qrtly 		3.0
Daily Max 		XXX
Manganese, Total XXX XXX XXX 1.0
Avg Qrtly 		2.0
Daily Max 		XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD)
 Internal Monitoring Point 		0.005 Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point 		XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen
 Internal Monitoring Point 		XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC)
 Internal Monitoring Point 		XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Internal Monitoring Point 		XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids
 Internal Monitoring Point 		XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Internal Monitoring Point
 Oct 1 - Apr 30 		XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Total Nitrogen
 Internal Monitoring Point 		XXX XXX XXX XXX XXX Report
Total Phosphorus
 Internal Monitoring Point 		XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.00144 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, 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 0.00144 MGD.—Limits.

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

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.013 MGD.—Limits.

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

 The proposed effluent limits for Outfall 010 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
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, 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 0.0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 012 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
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 402 are based on a design flow of 0.00144 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD)
 Internal Monitoring Point 		Report
Avg Qrtly 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point 		XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Oil and Grease
 Internal Monitoring Point 		XXX XXX XXX 15.0
Avg Qrtly 		XXX 30.0

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

 • Solids Management

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0081264, Sewage, SIC Code 7999, GLP Capital LP, 777 Hollywood Boulevard, Grantville, PA 17028-9237. Facility Name: Penn National Horse Race Track and Hollywood Casino. This existing facility is located in East Hanover Township, Dauphin County.

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

 The receiving stream(s), Unnamed Tributary of Swatara Creek (WWF, MF) and Unnamed Tributary to Raccoon 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 .23 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum 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 0.22 XXX 0.73
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
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 		XXX XXX XXX 5.1 XXX 10.2
 May 1 - Oct 31 XXX XXX XXX 1.7 XXX 3.4
Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX 1.0 XXX 2
Total Phosphorus (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Prior to Reuse 		Report Report
Daily Max 		XXX XXX XXX XXX
Flow (MGD)
 Beneficial Reuse 		Report Report
Daily Max 		XXX XXX XXX XXX
Total Residual Chlorine (TRC) Prior to Reuse XXX XXX Report
Inst Min 		Report Report XXX
Total Residual Chlorine (TRC)
 Beneficial Reuse 		XXX XXX 0.02
Inst Min 		Report Report XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Prior to Reuse 		XXX XXX XXX 10.0 20.0 XXX
Turbidity (NTU)
 Prior to Reuse 		XXX XXX XXX 10 XXX 15
Fecal Coliform (No./100 ml)
 Beneficial Reuse 		XXX XXX XXX 2.2
Geo Mean 		XXX 23

 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 5,601
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 700
Total Annual 		XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total Annual 		XXX XXX XXX XXX

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

 • Requirement for stormwater management

 • Chesapeake Bay requirements

 • Approval contingencies

 • Chlorine minimization

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

 • Conditions to implement Best Management Practices

 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

 PA0246425, Sewage, SIC Code 4952, Dublin Township, Fulton County, 8776 Waterfall Road, Hustontown, PA 17229-9014. Facility Name: Dublin Township Fort Littleton STP. This existing facility is located in Dublin Township, Fulton 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), Little Aughwick Creek (TSF), is located in State Water Plan watershed 12-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .045 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
CBOD5 9.4 15.0 XXX 25.0 40.0 50.0
BOD5
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 11.0 17.0 XXX 30.0 45.0 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 		XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX Report
Total Annual 		XXX Report
Annl Avg 		XXX XXX
Total Phosphorus XXX Report
Total Annual 		XXX Report
Annl Avg 		XXX XXX

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245739, Sewage, SIC Code, SHS 1 LLC, 383 Schuylkill Road, Phoenixville, PA 19460-1899. Facility Name: 555 Reeds Rd STP. This proposed facility is located in East Brandywine Township, Chester County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (MGD) 0.0004
Annl Avg 		XXX XXX XXX XXX XXX
Dissolved Oxygen XXX XXX 6.0
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX
Total Nitrogen XXX XXX XXX 40.0 XXX XXX
Ammonia-Nitrogen XXX XXX XXX 5.0 XXX 10.0
Total Phosphorus XXX XXX XXX 10.0 XXX XXX

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

 • Measurement of septage and scum depth

 • Septic tank pumping requirement

 • Optimization of chlorine dosage

 • UV contact surface cleaning 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 in effect.

 Southeast Regional Office

 PAI130076, MS4, Langhorne Manor Borough, Bucks County, 618 Hulmeville Avenue, Langhorne, PA 19047-2749.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Langhorne Manor Borough, Bucks County. The receiving stream(s), Unnamed Tributary to Neshaminy Creek (WWF, MF) and Unnamed Tributary to Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F and 2-E and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 • A Total Maximum Daily Load (TMDL) Plan

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

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

 Southeast Regional Office

 PAI130537, MS4, North Coventry Township, Chester County, 845 South Hanover Street, Pottstown, PA 19465.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in North Coventry Township, Chester County. The receiving stream(s), Schuylkill River (WWF, MF), Unnamed Tributary to Schuylkill River (HQ-TSF, MF), Unnamed Tributary of Pigeon Creek (HQ-TSF, MF), Unnamed Tributary to Pigeon Creek (HQ-TSF, MF), and Unnamed Stream, is located in State Water Plan watershed 3-D and is classified for High Quality Waters-Trout Stocking, Warm Water Fishes, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southeast Regional Office

 PA0245623, Storm Water, SIC Code 5012, Copart of Ct Inc., 14185 Dallas Parkway, Dallas, TX 75254-1319. Facility Name: Copart Yd-382. This proposed facility is located in Springfield Township, Bucks 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), Unnamed Tributary to Cooks Creek (EV, MF), is located in State Water Plan watershed 2-D 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 9 XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX 120 XXX
Total Suspended Solids XXX XXX XXX XXX 100 XXX
Oil and Grease XXX XXX XXX XXX 30 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 484-250-5910.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0030406, Sewage, SIC Code 4952, PA Department of Correctional Laurel Highlands State Correctional Institution, 5706 Glades Pike, Somerset, PA 15501-8302. Facility Name: SCI Laurel Highlands STP. This existing facility is located in Somerset Township, Somerset County.

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

 The receiving stream(s), Unnamed Tributary to East Branch Coxes Creek (TSF), is located in State Water Plan watershed 19-F 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 0.5 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Antimony, Total (ug/L) Report XXX XXX Report Report XXX
Arsenic, Total (ug/L) Report XXX XXX Report Report XXX
Boron, Total Report XXX XXX Report Report XXX
Cadmium, Total (ug/L) Report XXX XXX Report Report XXX
Iron, Dissolved (ug/L) Report XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX
Thallium, Total (ug/L) Report XXX XXX 6.0 9.0 15

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Antimony, Total (ug/L) 0.024 XXX XXX 5.65 8.81 XXX
Arsenic, Total (ug/L) 0.042 XXX XXX 10.1 15.7 XXX
Boron, Total 6.73 XXX XXX 1.614 2.519 XXX
Cadmium, Total (ug/L) 0.002 XXX XXX 0.52 0.82 XXX
Iron, Dissolved (ug/L) 1.26 XXX XXX 303.0 472.0 XXX
Zinc, Total XXX XXX XXX 0.11 Report 0.20
Thallium, Total (ug/L) 0.001 XXX XXX 0.24 0.38 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Daily
Maximum 		IMAX
Flow (MGD) 0.50 Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Min 		XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 104.2 158.4 XXX 25 38
Wkly Avg 		50
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 125.2 187.8 XXX 30 45
Wkly Avg 		60
Total Suspended Solids
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 		XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 		10.8 16.2 XXX 2.6 3.9
Wkly Avg 		5.2
 May 1 - Oct 31 7.9 12.09 XXX 1.9 2.9
Wkly Avg 		3.8
Aluminum, Total XXX XXX XXX Report Report XXX
Chromium III, Total XXX XXX XXX Report Report XXX
Cobalt, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX 0.04 0.06 0.08
Iron, Total 12.5 XXX XXX 3.0 4.5 6
Manganese, Total 14.6 XXX XXX 3.5 5.2 7
Nickel, Total XXX XXX XXX Report Report XXX
Phenol XXX XXX XXX 0.015 0.026 0.037
a-Terpineol XXX XXX XXX 0.016 0.033 0.04
Benzoic Acid XXX XXX XXX 0.071 0.120 0.15
p-Cresol XXX XXX XXX 0.014 0.025 0.035

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

 • WQBELs Below Quantitation Limits

 The parameter listed below are subject to water quality-based effluent limits (WQBELs) in Part A of this permit that are necessary to comply with state water quality standards but may be less than quantitation limits (QLs), as defined in 25 Pa. Code § 252.1.

Parameter Name DEP Quantitation Limit
Total Thallium 2 ug/L

 • Toxics Reduction Evaluation (TRE)

 The permittee shall conduct a TRE for the newly developed WQBELs in accordance with DEP's Water Quality Toxics Management Strategy, Appendix C, Permittee Guidance for Conducting a Toxics Reduction Evaluation (TRE) (361-0100-003).

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

 The EPA Waiver is not in effect due to discharge to a TMDL stream.

 Southwest Regional Office

 PA0091138, Sewage, SIC Code 6512, Cecil Township Municipal Authority, 375 Southpointe Boulevard, Canonsburg, PA 15317-8587. Facility Name: Teodori STP. This existing facility is located in Cecil Township, Washington County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.149 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.149 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.149 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent 		Report Report XXX Report Report XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 31.0 46.5 XXX 25.0 37.5 50.0
Total Suspended Solids
 Raw Sewage Influent 		Report Report XXX Report Report XXX
Total Suspended Solids 37.0 55.0 XXX 30.0 45.0 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 		XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 May 1 - Oct 31 		28.9 43.3 XXX 23.3 34.9 46.6
 Nov 1 - Apr 30 31.0 46.5 XXX 25.0 37.0 50.0

 In addition, the permit contains the following major special conditions: None.

 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

 PA0205753, Sewage, SIC Code 4952, East Bethlehem Township Municipal Authority, P.O. Box 136, Fredericktown, PA 15333-0136. Facility Name: East Bethlehem Township Municipal Authority WWTP. This existing facility is located in East Bethlehem Township, Washington County.

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

 The receiving stream, Fishpot Run (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.35 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 73.0 109.5 XXX 25.0 37.5 50.0
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report Report XXX
Total Suspended Solids 87.6 131.4 XXX 30.0 45.0 60.0
Total Suspended Solids
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report Report XXX
Fecal Coliform (No./100 ml)
 Nov 1 - Apr 30 		XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Oct 31 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily Max 		XXX
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX Report
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		XXX

 In addition, the permit contains the following major special conditions: requirements for solids management and requirements for hauled-in wastes.

 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

 PA0203963, Storm Water, SIC Code 3087, Washington Penn Plastic Co. Inc., 480 Johnson Road, Washington, PA 15301-8912. Facility Name: Washington Penn Plastics Performance Products Division. This proposed facility is located in South Strabane Township, Washington County.

 Description of Proposed Activity: The application is for existing discharges of industrial stormwater.

 The receiving streams, Unnamed Tributary of Chartiers Creek (HQ-WWF) and Unnamed Tributary to Chartiers Creek (HQ-WWF), are located in State Water Plan watershed 20-F and are classified for High Quality Waters-Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 002 and 003 are for variable storm water discharges.—Limits.

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

 In addition, the permit contains the following major special conditions: requirements to implement best management practices for storm water including pollution prevention and exposure minimization, good housekeeping, erosion and sediment controls, spill prevention and response; and routine inspections; and a requirement to implement a Pollution Prevention Contingency Plan.

 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.

 Southeast Regional Office

 Applicant: Summit/ELU Church Road LLC

 Applicant Address: 201 S. Maple Avenue, Ambler, PA 19002-5536

 Application Number: PAD460096

 Application Type: New

 Municipality/County: Upper Gwynedd Township, Montgomery County

 Project Site Name: 203 Church Road Redevelopment

 Total Earth Disturbance Area (acres): 13.23 acres

 Surface Waters Receiving Stormwater Discharges: Wissahickon Creek (TSF, MF)

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

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

 Project Description: Redevelopment of an existing Industrial facility with two (2) industrial buildings with a total gross floor area of 166,625 SF.

 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: AutoZone Development, LLC

 Applicant Address: 123 S. Front Street, Memphis, TN 38103

 Application Number: PAD450212

 Application Type: New

 Municipality/County: Stroud Township, Monroe County

 Project Site Name: AutoZone-Stroud Twp

 Total Earth Disturbance Area (acres): 1.21 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Pocono Creek (HQ-CWF-MF)

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

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

 Project Description: Construction of a 7,382 SF building, parking lot with ADA accessible spaces, associated utilities including stormwater management, and landscaping improvements.

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

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

 Northeast Regional Office

 Applicant: Old Dominion Freight Lines, Inc.

 Applicant Address: 500 Old Dominion Way, Thomasville, NC 27360

 Application Number: PAD450200

 Application Type: New

 Municipality/County: Pocono Township, Monroe County

 Project Site Name: Old Dominion Freight Line—Tannersville Corrective Action Plan

 Total Earth Disturbance Area (acres): 11.65 acres

 Surface Waters Receiving Stormwater Discharges: Reeders Run, Pocono 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: Corrective Action Plan to address PCSM and E&S on a re-development site.

 Special Conditions: Antidegradation Requirements. The permittee shall implement a non-discharge alternative and/or the ABACT E&S BMPs and PCSM SCMs identified in Antidegradation Analysis Module 3 (3800-PM-BCW0406c) and the approved E&S and PCSM Plans to satisfy antidegradation implementation requirements of 25 Pa. Code §§ 93.4c, 102.4(b)(6) and 102.8(h). Riparian Buffer Implementation Requirements. 1. The permittee shall maintain an existing riparian buffer or riparian forest buffer, convert a riparian buffer to a riparian forest buffer or establish a new riparian buffer or riparian forest buffer (either on the project site or at a separate off-site location within the same drainage list as the project site) in accordance with Riparian Buffer Module 4 (3800-PM-BCW0406d) and the approved PCSM Plan to satisfy riparian buffer requirements of 25 Pa. Code § 102.14 or § 402(c) of Pennsylvania's Clean Streams Law. 2. An existing, converted or newly established riparian forest buffer must meet the requirements set forth in 25 Pa. Code § 102.14(b). 3. The permittee shall comply with the mandatory requirements for all riparian buffers at 25 Pa. Code § 102.14(c). 4. The permittee shall provide for permanent protection of riparian buffers in accordance with 25 Pa. Code § 102.14(g). 5. The permittee shall submit the Chapter 102 Riparian Buffer Tracking Form, or equivalent, to DEP/CCD within one year of establishment or protection of the riparian buffer.

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

 Southeast Regional Office

 Applicant: Upper Uwchlan Township

 Applicant Address: 140 Pottstown Pike, Chester Springs, PA 19425-9516

 Application Number: PAD150354

 Application Type: New

 Municipality/County: Upper Uwchlan Township, Chester County

 Project Site Name: Hickory Park Improvement Project

 Total Earth Disturbance Area (acres): 9.56 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Marsh Creek (HQ-TSF, MF)

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

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

 Project Description: Park improvements at Hickory Park in Upper Uwchlan Township. Improvements include: athletic fields and courts, walking paths/trails, additional parking areas, park amenities, vehicular circulation, and stormwater management facilities.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Reuben Esh

 Applicant Address: 138 Colonial Rd, Gordonville, PA 17529-9754

 Application Number: PAD360123

 Application Type: New

 Municipality/County: Leacock Township, Lancaster County

 Project Site Name: Reuben B. & Mary S. Esh

 Total Earth Disturbance Area (acres): 1.85 acres

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

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

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

 Project Description: Construction of a new barn with an underground manure storage system

 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: Wilson School District

 Applicant Address: 2601 Grandview Boulevard, Reading, PA 19609-1324

 Application Number: PAD060111

 Application Type: New

 Municipality/County: Spring Township, Berks County

 Project Site Name: New Lincoln Park Elementary School

 Total Earth Disturbance Area (acres): 8.03 acres

 Surface Waters Receiving Stormwater Discharges: Wyomissing 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: Construct a new elementary school and associated support facilities.

 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: Dovewood Solar, LLC

 Applicant Address: 23 Snyder Hill Road, Lititz, PA 17543

 Application Number: PAD500025

 Application Type: New

 Municipality/County: Southwest Madison Township, Perry County

 Project Site Name: Dovewood Solar

 Total Earth Disturbance Area (acres): 7.22 acres

 Surface Waters Receiving Stormwater Discharges: Shermans Creek (EV, 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 solar array farm and associated soil amendments

 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: Triple Net Investments CI, LLC, c/o Joe Petrucci

 Applicant Address: 171 Route 173, Suite 201, Asbury, NJ 08802

 Application Number: PAD390301

 Application Type: New

 Municipality/County: South Whitehall Township, Lehigh County

 Project Site Name: 1429 Eck Road Outdoor Storage

 Total Earth Disturbance Area (acres): 4.99 acres

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

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

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

 Project Description: Construct an approximately 113,000 sq. ft. outdoor storage parking lot. Site improvements include internal driveways, parking areas, guard shack, utilities including public water & sanitary sewer, stormwater conveyance & management BMPs, and widening of Eck Road.

 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: 611 E. Nield Street, LLC

 Applicant Address: 120 Pennsylvania Avenue, Malvern, PA 19355

 Application Number: PAD150229 A-1

 Application Type: Major Amendment

 Municipality/County: West Chester Borough, Chester County

 Project Site Name: East Nields Industrial Center

 Total Earth Disturbance Area (acres): 27.93 acres

 Surface Waters Receiving Stormwater Discharges: Chester Creek (TSF-MF)

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

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

 Project Description: The project proposes two new warehouse buildings with associated private driveways and parking areas. Stormwater management is handled with a series of rain gardens and underground bed/constructed filter MRC system.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Reistville Builders, LLC

 Applicant Address: 700 Ramona Road, Myerstown, PA 17067

 Application Number: PAD670115

 Application Type: New

 Municipality/County: Windsor Township, York County

 Project Site Name: Shawnee Manor

 Total Earth Disturbance Area (acres): 1.62 acres

 Surface Waters Receiving Stormwater Discharges: Kreutz Creek (WWF, MF) and Kreutz Creek (WWF, MF) via EV Wetlands

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

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

 Project Description: Residential subdivision for single family houses.

 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: Susquehanna Regional Transportation Authority

 Applicant Address: 901 N. Cameron Street, Harrisburg, PA 17101

 Application Number: PAD220019

 Application Type: New

 Municipality/County: City of Harrisburg, Dauphin County

 Project Site Name: Rabbit Transit Operations and Maintenance Facility

 Total Earth Disturbance Area (acres): 7.27 acres

 Surface Waters Receiving Stormwater Discharges: Paxton Creek (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: To construct the Rabbit Transit Operations and Maintenance Facility.

 Special Conditions: N/A

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

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