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PA Bulletin, Doc. No. 22-1572

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[52 Pa.B. 6462]
[Saturday, October 15, 2022]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

 Section II identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of 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 provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.

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

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

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

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

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

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

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

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

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6078. 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
PAD390080 Chapter 102 Individual NPDES Permit Transfer Dr. Horton, Inc.
2060 Detwiler Road
Suite 103
Harleysville, PA 19438-2934 		Upper Macungie Township
Lehigh County 		NERO
1507406 Land Application and Reuse of Sewage Individual WQM Permit Renewal East Brandywine Township Municipal Authority
Chester County
1214 Horseshoe Pike
Downingtown, PA 19335-1132 		East Brandywine Township
Chester County 		SERO
PA0209741 Minor Sewage Facility
< 0.05 MGD
Individual NPDES Permit 		Transfer Carlton Djvnw, LLC
8865 Norwin Avenue
Suite 27
PMB 319
North Huntingdon, PA 15642-2769 		French Creek Township
Mercer County 		NWRO
PA0083194 Minor Sewage Facility
>= 0.05 MGD and
< 1 MGD
Individual NPDES Permit 		Transfer Applegreen PA
Welcome Center, LLC
208 Harristown Road
Glen Rock, NJ 07452-3308 		Hopewell Township
Cumberland County 		SCRO
2193403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Applegreen PA
Welcome Center, LLC
208 Harristown Road
Glen Rock, NJ 07452-3308 		Hopewell Township
Cumberland County 		SCRO
3808403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Applegreen PA
Welcome Center, LLC
208 Harrison Road
Glen Rock, NJ 07452 		South Londonderry Township
Lebanon County 		SCRO
4300414 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer West Middlesex Djvnw, LLC
8865 Norwin Avenue
Suite 27
PMB 319
North Huntingdon, PA 15642-2769 		Shenango Township
Mercer County 		NWRO
4303408 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Carlton Djvnw, LLC
8865 Norwin Avenue
Suite 27
PMB 319

North Huntingdon, PA 15642-2769 		French Creek Township
Mercer County 		NWRO
4305402 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Reorganized Church of
Jesus Christ of Latter Day St
9017 Chillicothe Road
Temple Grove Business Office
Kirtland, OH 44094-9261 		Delaware Township
Mercer County 		NWRO
4371403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer West Middlesex Djvnw, LLC
8865 Norwin Avenue
Suite 27
PMB 319

North Huntingdon, PA 15642-2769 		Shenango Township
Mercer County 		NWRO
4371410 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Carlton Djvnw, LLC
8865 Norwin Avenue
Suite 27
PMB 319

North Huntingdon, PA 15642-2769 		French Creek Township
Mercer County 		NWRO
4396409 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer West Middlesex Djvnw, LLC
8865 Norwin Avenue
Suite 27
PMB 319

North Huntingdon, PA 15642-2769 		Shenango Township
Mercer County 		NWRO
6415401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Newbury, LLC
1340 Founders Lake Drive
Athens, GA 30606-7641 		Preston Township
Wayne County 		NERO
NOEXNW032 No Exposure Certification Renewal Joy Cone Co.
3435 Lamor Road
Hermitage, PA 16148-3050 		Hermitage City
Mercer County 		NWRO
NOEXNW041 No Exposure Certification Renewal Meadville Forging Co. LP
15309 Baldwin Street Ext
Meadville, PA 16335-9401 		Cambridge Springs Borough
Crawford County 		NWRO
NOEXNW110 No Exposure Certification Renewal Craig Newell Welding, Inc.
400 Bolard Avenue
P.O. Box 202
Cambridge Springs, PA 16403-1066 		Cambridge Springs Borough
Crawford County 		NWRO
PAR216175 PAG-03 NPDES General Permit for Industrial Stormwater Transfer McDanel Adv
Ceramic Tech, LLC
160 Federal Street
Flr 23
Boston, MA 02110-1700 		Beaver Falls City
Beaver County 		SWRO
PAG062201 PAG-06 NPDES General Permit for Combined Sewer Systems Renewal Easton City
Northampton County
123 S 3rd Street
Easton, PA 18042-4727 		Easton City
Northampton County 		NERO
PAG123933 PAG-12 NPDES General Permit for CAFOs New Cedar Hill Pork
120 Harbold Altland Road
Wellsville, PA 17365-9535 		Washington Township
York County 		SCRO
PAG133665 PAG-13 NPDES General Permit for MS4s Renewal Goldsboro Borough
York County
P.O. Box 14
Etters, PA 17319-0014 		Goldsboro Borough
York County 		SCRO
PAG133746 PAG-13 NPDES General Permit for MS4s Renewal Millcreek Township
Lebanon County
81 E Alumni Avenue
Newmanstown, PA 17073-9159 		Millcreek Township
Lebanon County 		SCRO
PAG136242 PAG-13 NPDES General Permit for MS4s Renewal Mount Oliver Borough Allegheny County
150 Brownsville Road
Pittsburgh, PA 15210-2165 		Mount Oliver Borough
Allegheny County 		SWRO
PAG136261 PAG-13 NPDES General Permit for MS4s Renewal Ingram Borough
Allegheny County
40 W Prospect Avenue
Pittsburgh, PA 15205-2241 		Ingram Borough
Allegheny County 		SWRO
PAG138340 PAG-13 NPDES General Permit for MS4s Renewal Callery Borough
Butler County
Drawer G
199 Railroad Street
Callery, PA 16024 		Callery Borough
Butler County 		NWRO
0462S29 Sewer Extensions Individual WQM Permit Transfer Allegheny County
Sanitary Authority Alcosan
3300 Preble Avenue
Pittsburgh, PA 15233-1025 		North Versailles Township
Allegheny County 		SWRO
1022416 Single Residence Sewage Treatment Plant
Individual WQM Permit 		New Magee Gerald
111 Nicola Lane
Indiana, PA 15701-2315 		Muddycreek Township
Butler County 		NWRO
1622404 Single Residence Sewage Treatment Plant
Individual WQM Permit 		New Staley Matthew
946 McEwen Road
Sligo, PA 16255-2120 		Monroe Township
Clarion County 		NWRO
4222406 Single Residence Sewage Treatment Plant
Individual WQM Permit 		New Houben Larry
P.O. Box 23
Rixford, PA 16745-0023 		Otto Township
McKean County 		NWRO
6217406 Single Residence Sewage Treatment Plant
Individual WQM Permit 		Transfer Saber Scott
1701 Jackson Avenue
Warren, PA 16365 		Glade Township
Warren County 		NWRO
6222408 Single Residence Sewage Treatment Plant
Individual WQM Permit 		New Bires Urban
201 Easy Street
Russell, PA 16345-4505 		Pine Grove Township
Warren County 		NWRO
WQG02362203 WQG-02 WQM General Permit New Elizabethtown Regional
Sewer Authority
Lancaster County
600 S Hanover Street
Elizabethtown, PA 17022-2522 		Elizabethtown Borough
Lancaster 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.

 Southcentral Regional Office

 PA0261653, Sewage, SIC Code 6514, Jackson Carolyn & Jackson James, 151 Shatto Drive, Carlisle, PA 17013-2120. Facility Name: Jackson Res. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX Report
Avg Mo 		XXX XXX Report

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0266337, Concentrated Animal Feeding Operation (CAFO), Quality Livestock Company, LLC/FarmQuest Properties, LP (Joint Client) (Quality Livestock Swine Farm CAFO), 1250 Lincoln Road, Lititz, PA 17543-7313.

 Quality Livestock Company, LLC and FarmQuest Properties, LP (Joint Client) has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Quality Livestock Swine Farm CAFO, located in West Lampeter Township, Lancaster County.

 The CAFO is situated near Unnamed Tributary to Big Spring Run (WWF, MF) in Watershed 7-J, which is classified for Warm Water Fishes and Migratory Fishes. The CAFO is designed to maintain an animal population of approximately 604.31 animal equivalent units (AEUs) consisting of 4,400 Swine Wean to Finish and 4,400 Nursery Pigs. Liquid Swine manure is stored in two circular manure storages located on site. The farm operates the circular storages in conjunction with an anearobic digestor storage facility. 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.

 Southcentral Regional Office

 PA0291684, Storm Water, SIC Code 4225, Amazon.com Services LLC, P.O. Box 80842, Seattle, WA 98108-0842. Facility Name: Amazon.com Services LLC—MDT4. This proposed facility is located in Jackson Township, York County.

 Description of Proposed Activity: The application is for an NPDES permit for a discharge of stormwater with industrial activity.

 The receiving stream(s), Honey Run (TSF, MF) and Unnamed Tributary to Honey Run (TSF, MF), is located in State Water Plan watershed 7-F and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001—004 and IMP 102:

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), including applicable BMPs from Appendix L from the PAG-03 (effective 9/24/16 and currently administratively extended)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for TSS and Oil and Grease)

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0028193, Sewage, SIC Code 4952, McCandless Township Sanitary Authority, 418 Arcadia Drive, Pittsburgh, PA 15237-5557. Facility Name: Longvue # 2 STP. This existing facility is located in Ross Township, Allegheny 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 Girtys Run (WWF), is located in State Water Plan watershed 18-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 0.1 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total (ug/L) 0.050 0.125
Daily Max 		XXX 60.0 150.0
Daily Max 		XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total (ug/L) 0.008 0.014
Daily Max 		XXX 10.1 17.0
Daily Max 		25.3

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

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

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		8.0 12.0 XXX 10.0 15.0 20
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 20.0 31.0 XXX 25.0 37.5 50
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 2.5 XXX XXX 3.0 XXX 6
 May 1 - Oct 31 1.5 XXX XXX 1.9 XXX 3.9
Zinc, Total (ug/L) Report Report
Daily Max 		XXX Report Report
Daily Max 		XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285005, Sewage, SIC Code 8800, Autumn S Hodapp, 268 Big Knob Road, Rochester, PA 15074-2639. Facility Name: Hodapp Properties SRSTP. This proposed facility is located in New Sewickley Township, Beaver County.

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

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

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

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

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

 • AMR submission

 • Septic tank pumping requirement

 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

 PA0002941, Industrial, SIC Code 4911, Allegheny Energy Supply Company, LLC, Greensburg, PA 15601. Facility Name: Hatfield's Ferry Power Station. This existing facility is located in Monongahela Township, Greene County.

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

 The receiving streams, the Monongahela River (WWF), is located in State Water Plan watershed 19-B and 19-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 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
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
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 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
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
Iron, Total XXX XXX XXX XXX Report XXX

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

 The proposed effluent limits for Outfall 010 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
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
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 013 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
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
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 502 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

 In addition, the permit contains the following major special conditions: requirements for stormwater discharges associated with industrial activities.

 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.

 Southwest Regional Office

 PA0204897, Industrial, SIC Code 4111, Allegheny County Port Authority, Heinz 57 Center, 3rd Floor, Pittsburgh, PA 15222-2527. Facility Name: Collier Garage. This existing facility is located in Collier Township, 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), 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 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 Suspended Solids XXX XXX XXX Report 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) 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

 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.

 Southwest Regional Office

 PA0255840, Industrial, SIC Code 4953, Energy Harbor Generation, LLC, 168 East Market Street, Akron, OH 44308. Facility Name: Hatfield CCB Landfill. This existing facility is located in Monongahela Township, Greene County.

 Description of Proposed Activity: The application is for a new NPDES permit for existing discharges of treated industrial waste, groundwater, and stormwater.

 The receiving streams, Unnamed Tributary to Little Whiteley Creek (WWF), Unnamed Tributary to the Monongahela River (WWF), and the Monongahela River (WWF), are located in State Water Plan watershed 19-B and 19-G and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.124231 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.6 1.2 XXX
Boron, Total XXX XXX XXX Report Report XXX
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Cobalt, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.8 3.6 XXX
Lead, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX 1.2 2.4 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Acrylamide (ug/L) XXX XXX XXX Report Report XXX
1,1,2-Trichloroethane XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.124231 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.6 1.2 XXX
Boron, Total XXX XXX XXX 2.49 3.89 XXX
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Cobalt, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.8 3.6 XXX
Lead, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX 1.2 2.4 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Acrylamide (ug/L) XXX XXX XXX Report Report XXX
1,1,2-Trichloroethane XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 114 are based on a design flow of 0.131474 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD)
 Internal Monitoring Point 		Report Report 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 60.0 XXX
Total Dissolved Solids
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Aluminum, Total
 Internal Monitoring Point 		XXX XXX XXX 0.6 1.2 XXX
Boron, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Iron, Total
 Internal Monitoring Point 		XXX XXX XXX 1.8 3.6 XXX
Manganese, Total
 Internal Monitoring Point 		XXX XXX XXX 1.2 2.4 XXX
Selenium, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Sulfate, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Thallium, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 214 are based on a variable discharge flow.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD)
 Internal Monitoring Point 		Report Report 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 60.0 XXX
Aluminum, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Boron, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Iron, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Manganese, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Selenium, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Thallium, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 314 are based on a design flow of 0.0012 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD)
 Internal Monitoring Point 		Report Report 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 60.0 XXX
Oil and Grease
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Aluminum, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Iron, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Manganese, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 414 are based on a design flow of 0.0574 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD)
 Internal Monitoring Point 		Report Report 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 60.0 XXX
Oil and Grease
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Aluminum, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Iron, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX
Manganese, Total
 Internal Monitoring Point 		XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 014 are based on a design flow of 0.111886 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX

 The proposed effluent limits for Outfall 015 are based on a design flow of 0.111886 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.6 1.2 XXX
Boron, Total XXX XXX XXX Report Report XXX
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Cobalt, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.8 3.6 XXX
Lead, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX 1.2 2.4 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Acrylamide (ug/L) XXX XXX XXX Report Report XXX
1,1,2-Trichloroethane XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 019 are based on a variable discharge flow.—Limits.

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

 The proposed effluent limits for Outfall 021 are based on a variable discharge flow.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Oil and Grease XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 022 are based on a variable discharge flow.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Oil and Grease XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 023 are based on a design flow of 0.019267 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 023 are based on a design flow of 0.019267 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Aluminum, Total XXX XXX XXX 0.750 0.752 0.752
Boron, Total XXX XXX XXX 1.6 2.5 4
Iron, Total XXX XXX XXX 1.5 2.3 3.7
Manganese, Total XXX XXX XXX 1.0 1.5 2.5
Selenium, Total XXX XXX XXX 0.005 0.0078 0.0125

 In addition, the permit contains the following major special conditions: a schedule of compliance for new water quality-based effluent limits at Outfalls 007 and 023; requirements for chemical additives; and requirements for storm water discharges associated with industrial activities.

 The permittee has the option of collecting additional samples of Outfall 007's discharges and analyzing those samples for hexavalent chromium, total cobalt, total lead, and 1,1,2-trichloroethane using analytical methods with reporting limits equivalent to DEP's target quantitation limits. If new sample analyses show that those pollutants are not detectable at the level of DEP's target quantitation limits, then the limits and monitoring requirements for hexavalent chromium, total cobalt, total lead, and 1,1,2-trichloroethane will be removed from Outfall 007 in the final permit.

 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.

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