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PA Bulletin, Doc. No. 21-1474

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[51 Pa.B. 5697]
[Saturday, September 4, 2021]

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 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 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 issued by DEP relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications, 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 the Department 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 and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. 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 in Sections I & II and to submit comments for those application and NOIs, 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.

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.

DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.

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.

DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.

DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.

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 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 the Department 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.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania Hamilton Relay Service at (800) 654-5984.


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
0621803 Joint DEP/PFBC Pesticides Permit New Hoak Jason
160 S Grims Mill Road
Boyertown, PA 19512-8549
Earl Township
Berks County
SCRO
0915812 Joint DEP/PFBC Pesticides Permit Renewal Toll Robert
2890 N Sugan Road
New Hope, PA 18938-9636
Solebury Township
Bucks County
SERO
1521829 Joint DEP/PFBC Pesticides Permit New Silvester Peter
2230 Creek Road
Glenmoore, PA 19343-1514
Wallace Township
Chester County
SERO
1521830 Joint DEP/PFBC Pesticides Permit New Jan Ferdous
1250 Walnut Street
Honey Brook, PA 19344-1087
Honey Brook Township
Chester County
SERO
2121803 Joint DEP/PFBC Pesticides Permit New MacNamara Paul M
960 Enola Road
Carlisle, PA 17013-8793
North Middleton Township
Cumberland County
SCRO
2213821 Joint DEP/PFBC Pesticides Permit Renewal Harrisburg Country Club
401 Fishing Creek Valley Road
Harrisburg, PA 17112-9222
Middle Paxton Township
Dauphin County
SCRO
PA0206016 Minor Sewage Facility
< 0.05 MGD Individual NPDES Permit
Transfer Lightning Properties LLC
55 Timberline Drive
Washington, PA 15301-8173
South Franklin Township
Washington County
SWRO
NOEXNW047 No Exposure Certification Renewal Corry Forge Co.
40 N First Avenue
Corry, PA 16407
Corry City
Erie County
NWRO
PAR703519 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Altlium Pkg
15 Lightner Road
York, PA 17404-1610
Manchester Township
York County
SCRO
0921403 Sewage Land Application Individual WQM Permit New Solebury School
6832 Phillips Mill Road
New Hope, PA 18938-9682
Solebury Township
Bucks County
SERO
0221402 Sewage Treatment Facilities Individual WQM Permit New L E Development LLC
1 Pink House Lane
Sewickley, PA 15143-9472
Sewickley Heights Borough
Allegheny County
SWRO
1021406 Sewage Treatment Facilities Individual WQM Permit Transfer Dietrich Jacob
205 Saint Joe Road
Butler, PA 16002-0051
Oakland Township
Butler County
NWRO
2521424 Sewage Treatment Facilities Individual WQM Permit New Michael Amie
9458 Fry Road
McKean, PA 16426-1546
McKean Township
Erie County
NWRO
2521425 Sewage Treatment Facilities Individual WQM Permit New Ruggiero Brenda
5420 Frederick Drive
Erie, PA 16510-4806
Harborcreek Township
Erie County
NWRO
3721404 Sewage Treatment Facilities Individual WQM Permit New Castaldi Nicholas
117 James Circle
New Castle, PA 16102-2711
North Beaver Township
Lawrence County
NWRO
4321411 Sewage Treatment Facilities Individual WQM Permit New Juergens William
153 Cowden Road
New Wilmington, PA 16142-1823
Wilmington Township
Mercer County
NWRO
5621404 Sewage Treatment Facilities Individual WQM Permit New Indian Lake Borough
Somerset County
7785 Lincoln Highway
Central City, PA 15926-7500
Indian Lake Borough
Somerset County
SWRO
PA0289191 Single Residence STP Individual NPDES Permit Transfer Dietrich Jacob
205 Saint Joe Road
Butler, PA 16002-0051
Oakland Township
Butler County
NWRO
WQG02542101 WQG-02 WQM General Permit Transfer Rausch Creek Logistics Center Owner LLC
9645 Clayton Road
Suite 200
St Louis, MO 63124
Frailey Township
Schuylkill County
NERO
4021402 Sewer Extensions and Pump Stations Individual WQM Permit New Can Do Inc.
One South Church Street
Hazleton, PA 18201
Hazle Township
Luzerne County
NERO

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.

Northcentral Regional Office

PA0233129, Sewage, SIC Code 4952, Dwaine L & Shelby A Wilson, 1566 Smokey Corners Road, Williamsport, PA 17701-9670. Facility Name: Dwaine L & Shelby A Wilson. This proposed facility is located in Hepburn Township, Lycoming County.

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

 The receiving stream(s), Unnamed Tributary to Mill Creek (WWF, MF), is located in State Water Plan watershed 10-A and is classified for Migratory Fishes and 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
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

PA0233153, Sewage, SIC Code 4952, Patricia L & Steven R McLoney, 220 Norwood Drive, Williamsport, PA 17701-9671. Facility Name: Patricia L & Steven R McLoney. This proposed facility is located in Hepburn Township, Lycoming County.

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

 The receiving stream(s), Unnamed Tributary to Mill Creek (WWF, MF), is located in State Water Plan watershed 10-A and is classified for Migratory Fishes and 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
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0061123, Sewage, SIC Code 4952, Moscow Sewer Authority Lackawanna County, P.O. Box 525, Moscow, PA 18444-0525. Facility Name: Moscow Sewer Authority STP. This existing facility is located in Moscow Borough, Lackawanna County.

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

 The receiving stream(s), Roaring Brook (HQ-CWF), is located in State Water Plan watershed 5-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.3 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.4 XXX 1.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
39.0 58.5 XXX 15.6 23.4 31.2
Biochemical Oxygen
 Demand (BOD5)
 Industrial Influent
Report Report XXX Report Report XXX
Total Suspended Solids 43.8 65.8 XXX 17.5 26.3 35
Total Suspended Solids
 Industrial Influent
Report Report XXX Report Report XXX
Fecal Coliform (CFU/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 20.5 XXX XXX 8.2 XXX 16.4
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
 (Total Load, lbs) (lbs)
 Effluent Net
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 11.3 XXX XXX 4.5 XXX 9
 May 1 - Oct 31 3.7 XXX XXX 1.5 XXX 3
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 1.0 XXX XXX 0.4 XXX 0.8
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net
Report
Total Mo
XXX XXX XXX XXX XXX
E. Coli (No./100 ml) XXX XXX XXX Report
Annl Avg
XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 9,740
Total
Annual
XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 1,217
Total
Annual
XXX XXX XXX XXX

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

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0289566, Sewage, SIC Code 8800, John & Patricia Rickert, 2495 Jackson Avenue, Warren, PA 16365-4389. Facility Name: John & Patricia Rickert SRSTP. This proposed facility is located in Glade Township, Warren 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 Glade Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

PA0289574, Sewage, SIC Code 4952, Michaela Harrison, 852B Patterson School Road, Grove City, PA 16127. Facility Name: Michaela Harrison SFTF. This proposed facility is located in Worth Township, Mercer County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

PA0289736, Sewage, SIC Code 4952, 8800, Nicholas Castaldi, 117 James Circle, New Castle, PA 16102-2711. Facility Name: Nicholas Castaldi SRSTP. This proposed facility is located in North Beaver Township, Lawrence County.

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

 The receiving stream is an, unnamed tributary to Mahoning River, located in State Water Plan watershed 20-B and 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.

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

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

 The EPA Waiver is in effect.

PA0289825, Sewage, SIC Code 4952, 8800, Amie Michael, 9458 Fry Road, McKean, PA 16426-1546. Facility Name: Amie Michael SRSTP. This proposed facility is located in McKean Township, Erie County.

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

 The receiving stream is an unnamed tributary of Elk Creek, located in State Water Plan watershed 15-A and classified for Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0010251, Industrial, SIC Code 9199, US Army Carlisle Barracks, United States Army Carlisle Barracks, Carlisle, PA 17013-5020. Facility Name: Carlisle Barracks Headquarters. 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 industrial waste.

 The receiving stream(s), Unnamed Tributary to Letort Spring Run (CWF, MF), is located in State Water Plan watershed 7-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .036 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 Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Total Dissolved Solids
 Intake
XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX 2,000 3,000

 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.

PA0083364, Industrial, SIC Code 4941, Borough of Chambersburg, 100 S 2nd Street, Chambersburg, PA 17201-2515. Facility Name: Chambersburg Borough Water System. This existing facility is located in Greene Township, Franklin 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), Conococheague Creek (CWF), is located in State Water Plan watershed 13-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .171 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 Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Total Suspended Solids XXX XXX XXX 30.0 60.0 75
Aluminum, Total XXX XXX XXX 0.9 1.8 2.25
Iron, Total XXX XXX XXX 2.0 4.0 5
Manganese, Total XXX XXX XXX 1.0 2.0 2.5

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

 The EPA Waiver is in effect.

PA0038415, Sewage, SIC Code 4952, East Pennsboro Township, 98 S Enola Drive, Enola, PA 17025-2704. Facility Name: East Pennsboro Township WWTP. This existing facility is located in East Pennsboro Township, Cumberland County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.4 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
917 1,467 XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 1,100 1,651 XXX 30 45 60
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 770 XXX XXX 21 XXX XXX
 May 1 - Oct 31 293 XXX XXX 8.0 XXX 16
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 61 XXX XXX 2.0 XXX 4
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Aluminum, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Copper, Total 1.48 2.31
Daily Max
XXX 0.04 0.06
Daily Max
0.1
Zinc, Total 12.0 18.6
Daily Max
XXX 0.32 0.50
Daily Max
0.81

 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 72,206
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 9,589
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX

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

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

 The EPA Waiver is not in effect.

PA0267546, Sewage, SIC Code 8800, Bruce & Nancy Werner, 171 Clemson Drive, Carlisle, PA 17013-8891. Facility Name: Werner SRSTP. This proposed facility is located in Middlesex Township, Cumberland 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 Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Migratory Fishes and 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 .0008 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 XXX Report
Avg Mo
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
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 1,000

 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

PA0056944, Storm Water, SIC Code 4613, Sunoco Pipeline LP, 100 Green Street, Marcus Hook, PA 19061. Facility Name: Sunoco Twin Oaks PS. This existing facility is located in Upper Chichester Township, Delaware County.

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

 The receiving stream, Unnamed Tributary to Marcus Hook Creek (WWF), is located in State Water Plan watershed 3-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on an average stormwater flow—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Quarterly Maximum IMAX
Flow (MGD) Report
Avg Qrtly
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report XXX XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Total Recoverable Petroleum
 Hydrocarbons
XXX XXX XXX 15.0 XXX 30.0

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

 A. Stormwater Outfalls

 B. BMPs

 C. Routine Inspections

 D. PPC Plan

 E. Stormwater Monitoring

 F. Other Requirements

 (i) Acquire Necessary Property Rights

 (ii) Proper Sludge Disposal

 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.

PA0026786, Sewage, SIC Code 4952, Pottstown Borough Authority Montgomery County, 100 East High Street, Pottstown, PA 19464. Facility Name: Pottstown Borough Sewer System & STP. This existing facility is located in Pottstown Borough, Montgomery County.

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

 The receiving stream, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
Report XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 2,679 4,287 XXX 25 40 50
 May 1 - Oct 31 2,143 3,215 XXX 20 30 40
Total Suspended Solids 3,215 4,823 XXX 30 45 60
Total Dissolved Solids 200,290 240,000
Daily Max
XXX Report 3,000.0
Daily Max
XXX
Oil and Grease XXX XXX XXX Report XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 1,714 XXX XXX 16.0 XXX 32
 May 1 - Oct 31 857 XXX XXX 8.0 XXX 16
Total Phosphorus Report XXX XXX Report XXX XXX
Copper, Total XXX XXX XXX 0.040 XXX 0.074
Cyanide, Free XXX XXX XXX 0.0249 XXX 0.0389
Selenium, Total XXX XXX XXX 0.0315 XXX 0.049
Sulfate, Total XXX XXX XXX Report
Daily Max
XXX XXX
Zinc, Total XXX XXX XXX 0.325 XXX 0.507
Chloride XXX XXX XXX Report
Daily Max
XXX XXX
Bromide XXX XXX XXX Report
Daily Max
XXX XXX
Chlorodibromomethane XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
Report XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 2,679 4,287 XXX 25 40 50
 May 1 - Oct 31 2,143 3,215 XXX 20 30 40
Total Suspended Solids 3,215 4,823 XXX 30 45 60
Total Dissolved Solids 200,290 240,000
Daily Max
XXX Report 3,000.0
Daily Max
XXX
Oil and Grease XXX XXX XXX Report XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30
1,714 XXX XXX 16.0 XXX 32
 May 1 - Oct 31 857 XXX XXX 8.0 XXX 16
Total Phosphorus Report XXX XXX Report XXX XXX
Copper, Total XXX XXX XXX 0.040 XXX 0.074
Cyanide, Free XXX XXX XXX 0.0249 XXX 0.0389
Selenium, Total XXX XXX XXX 0.0315 XXX 0.049
Sulfate, Total XXX XXX XXX Report
Daily Max
XXX XXX
Zinc, Total XXX XXX XXX 0.325 XXX 0.507
Chloride XXX XXX XXX Report
Daily Max
XXX XXX
Bromide XXX XXX XXX Report
Daily Max
XXX XXX
Chlorodibromomethane XXX XXX XXX 0.0231 XXX 0.036

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Daily
Maximum
Daily
Maximum
IMAX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX Report XXX XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX Report XXX XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc)
XXX XXX XXX Report XXX XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc)
XXX XXX XXX Report XXX XXX
Toxicity, Chronic -
 Pimephales Survival (TUc)
XXX XXX XXX Report XXX XXX
Toxicity, Chronic -
 Pimephales Growth (TUc)
XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Daily
Maximum
Daily
Maximum
IMAX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Raw Sewage Influent
XXX XXX XXX Report
Avg Mo
XXX XXX
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report XXX XXX Report
Avg Mo
XXX XXX
Total Suspended Solids
 Raw Sewage Influent
XXX XXX XXX Report
Avg Mo
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Daily
Maximum
Daily
Maximum
IMAX
Aluminum, Total XXX XXX XXX Report XXX XXX
Arsenic, Total XXX XXX XXX Report
Avg Qrtly
Report XXX
Boron, Total XXX XXX XXX Report
Avg Qrtly
Report XXX
Manganese, Total XXX XXX XXX Report
Avg Qrtly
Report XXX
Tritium, Total (pCi/L) XXX XXX XXX Report XXX XXX
Bromoform XXX XXX XXX Report
Avg Qrtly
XXX Report

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

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

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

 • Chlorine Minimization

 • Responsible Operator

 • O&M Plan

 • Schedule of Compliance

 • Pretreatment Program Implementation

 • Whole Effluent Toxicity

 • Stormwater Requirements

 • PCB PMP and Monitoring

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

 The EPA Waiver is not in effect.

PA0058785, Sewage, SIC Code 6514, Gregory A & Marian B Gans, 196 Springton Road, Glenmoore, PA 19343-1162. Facility Name: Gans SRSTP. This existing facility is located in West Brandywine Township, Chester County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average
Weekly
Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 3.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40.0
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18.0
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0

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

 A. AMR Submission

 B. DMR Submission

 C. Septage and Scum Measurement

 D. Septic Tank Pumping

 E. No Stormwater Condition

 F. Acquire Necessary Property Rights

 G. Small Stream Discharge

 H. Proper Sludge Disposal

 I. Phase Out When Municipal Sewers Available

 J. Chlorine Disinfection as Backup

 K. UV Cleaning

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

 The EPA Waiver is in effect.

PA0244180, Sewage, SIC Code 4952, Jennifer & Dirk Quan Holden, 2559 Wayland Road, Berwyn, PA 19312-2146. Facility Name: Holden SRSTP. This existing facility is located in Easttown Township, Chester County.

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

 The receiving stream, Unnamed Tributary to Crum Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-G and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX
Ammonia-Nitrogen XXX XXX XXX 3.0 XXX 6

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

 L. AMR Submission

 M. DMR Submission

 N. Septage and Scum Measurement

 O. Septic Tank Pumping

 P. Chlorine Disinfection as Backup

 Q. No Stormwater Condition

 R. Acquire Necessary Property Rights

 S. Small Stream Discharge

 T. Proper Sludge Disposal

 U. Phase Out When Municipal Sewers Available

 V. UV Cleaning

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

 The EPA Waiver is in effect.

PA0245305, Sewage, SIC Code 4952, Stephen J Eldgredge & Melissa Novak Eldgredge, 2261 S Valley Road, Berwyn, PA 19312. Facility Name: 2261 S Valley Rd Repair STP. This proposed facility is located in Easttown 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 Crum Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-G and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
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
Ultraviolet light intensity
 (mW/cm2)
XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX 5.0 XXX 10

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

 • Sludge use and disposal description and location(s): Septic tanks cleaned out by pump and hauler.

 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

PA0005037, Industrial, SIC Code 4911, NRG Homer City Services LLC, 1750 Power Plant Road, Homer City, PA 15748. Facility Name: Homer City Generating Station. This existing facility is located in Center Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial waste and storm water. This is a revision to draft limits published on January 30, 2021.

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

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.62 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Semi-Annual
Average
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 30.0
Avg Mo
100.0 XXX
Oil and Grease XXX XXX XXX 15.0
Avg Mo
20.0 XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX 2.0
Avg Mo
4.0 XXX
Manganese, Total XXX XXX XXX 2.0
Avg Mo
4.0 XXX
Mercury, Total (mg/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.32 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD)
 Aug 1 - Jun 30 Report 4.32
Daily Max
XXX XXX XXX XXX
 Jul 1 - 31 Report 2.736
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Aug 1 - Jun 30 XXX XXX XXX XXX 110 XXX
 Jul 1 - 31 XXX XXX XXX XXX 85.9 XXX
Total Suspended Solids XXX XXX XXX 15.0 50.0 XXX
Oil and Grease XXX XXX XXX 7.5 10.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
Thallium, Total XXX XXX XXX Report Report XXX
Free Available Chlorine XXX XXX XXX 0.2
Annl Avg
0.5 XXX
Total Aluminum
 (Total Load, lbs)
XXX 9,869
Total
Annual
XXX XXX XXX XXX
Chromium, Total XXX XXX XXX 0.2
Annl Avg
0.2 XXX
Total Iron
 (Total Load, lbs)
XXX 19,739
Total
Annual
XXX XXX XXX XXX
Total Manganese
 (Total Load, lbs)
XXX 13,159
Total
Annual
XXX XXX XXX XXX
Zinc, Total XXX XXX XXX 1.0
Annl Avg
1.0 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.32 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD)
 Aug 1 - Jun 30 Report 4.32
Daily Max
XXX XXX XXX XXX
 Jul 1 - 31 Report 2.736
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Aug 1 - Jun 30 XXX XXX XXX XXX 110 XXX
 Jul 1 - 31 XXX XXX XXX XXX 85.9 XXX
Total Suspended Solids XXX XXX XXX 15.0 50.0 XXX
Oil and Grease XXX XXX XXX 7.5 10.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
Thallium, Total XXX XXX XXX 0.0021 0.0033 0.0053
Free Available Chlorine XXX XXX XXX 0.2
Annl Avg
0.5 XXX
Total Aluminum
 (Total Load, lbs)
XXX 9,869
Total
Annual
XXX XXX XXX XXX
Chromium, Total XXX XXX XXX 0.2
Annl Avg
0.2 XXX
Total Iron
 (Total Load, lbs)
XXX 19,739
Total
Annual
XXX XXX XXX XXX
Total Manganese
 (Total Load, lbs)
XXX 13,159
Total
Annual
XXX XXX XXX XXX
Zinc, Total XXX XXX XXX 1.0
Annl Avg
1.0 XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 50.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
 (Total Load, lbs) XXX Report
Total
Annual
XXX XXX XXX XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Beryllium, Total XXX XXX XXX 0.8 1.6 XXX
Boron, Total XXX XXX XXX Report Report XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
 (Total Load, lbs) XXX Report
Total
Annual
XXX XXX XXX XXX
Lead, Total XXX XXX XXX 0.1 0.2 XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
 (Total Load, lbs) XXX Report
Total
Annual
XXX XXX XXX XXX
Mercury, Total (mg/L) XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX 0.8 1.6 XXX
Bromide XXX XXX XXX Report Report XXX
MBAS XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 50.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX 149.0 306.0 XXX
Osmotic Pressure
 (mOs/kg)
XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30
Nitrate-Nitrite as N XXX XXX XXX 1.2 2.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
 (Total Load, lbs) XXX 4,045
Total
Annual
XXX XXX XXX XXX
Arsenic, Total XXX XXX XXX Report 0.005 XXX
Beryllium, Total XXX XXX XXX 0.8 1.6 XXX
Boron, Total XXX XXX XXX 217.0 339.0 542.5
Cyanide, Free XXX XXX XXX 0.59 0.92 1.48
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
 (Total Load, lbs) XXX 8,091
Total
Annual
XXX XXX XXX XXX
Lead, Total XXX XXX XXX 0.1 0.2 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese
 (Total Load, lbs)
XXX Report XXX XXX XXX XXX
 (Total Load, lbs) XXX 5,395
Total
Annual
XXX XXX XXX XXX
Mercury, Total (mg/L) XXX XXX XXX 10.0 23.0 XXX
Selenium, Total XXX XXX XXX Report 0.010 XXX
Bromide XXX XXX XXX Report 0.2 XXX
MBAS XXX XXX XXX Report Report XXX

 Outfall 029 is eliminated following the re-routing of its discharges to Outfall 013. The effluent limits and monitoring requirements for Internal Monitoring Points 201, 106, 406, 213, 613, and 813 and Outfalls 002, 006, 013, 017—019, 021—023, 025, 030, and 032 remain the same as those in the January 30, 2021 notice.

 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.

PA0023434 A-1, Sewage, SIC Code 2211, PA American Water Co., 425 Waterworks Road, Clarion, PA 16214-2343. Facility Name: Koppel Borough. This existing facility is located in Koppel Borough, Beaver County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.24 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Daily
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 0.24 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
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)
50.1 75.1 XXX 25 37.5 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent
XXX XXX XXX Report XXX XXX
Total Suspended Solids 60.1 90.1 XXX 30 45 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
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX

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

 • Restriction in accepting wastewater from oil and gas extraction

 • Optimization of chlorine dosages

 • Compliance with Ch. 94 requirements

 • UV reporting requirements

 • Solids management for non-lagoon system.

 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.

PA0031291, Sewage, SIC Code 7032, YMCA of Greater Pittsburgh, 254 Deer Valley Drive, Fort Hill, PA 15540-2131. Facility Name: Deer Valley YMCA Camp. This existing facility is located in Elk Lick 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), Cove Run (CWF), is located in State Water Plan watershed 19-F and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) 0.015 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
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)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 15.0 XXX 30.0
 May 1 - Oct 31 XXX XXX XXX 5.5 XXX 11.0
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX 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.

Northeast Regional Office

PA0009911, Industrial, SIC Code 2015, Papettis Hygrade Egg Products Inc., 68 Spain Road, Klingerstown, PA 17941-9656. Facility Name: Michael Foods Egg Products. This existing facility is located in Upper Mahantango Township, Schuylkill 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), Mahantango Creek (WWF) and Pine Creek (CWF, MF), is located in State Water Plan watershed 6-C and is classified for Cold Water Fishes, Migratory Fishes, and 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 .295 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Max
Instant.
Max
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 1.0 XXX 2.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
Report Report XXX 25.0 50.0 62
Total Suspended Solids Report Report XXX 30.0 60.0 75
E. Coli (No./100 ml) XXX XXX XXX Report XXX XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
 (Total Load, lbs) (lbs)
 Effluent Net
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Oct 1 - Apr 30 Report XXX XXX Report XXX XXX
 May 1 - Sep 30 37 74 XXX 15.0 30.0 XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
 (Total Load, lbs) (lbs)
 Effluent Net
Report
Total Mo
XXX XXX XXX XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Max
Instant.
Max
pH (S.U.) XXX XXX XXX XXX Report XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Max
Instant.
Max
pH (S.U.) XXX XXX XXX XXX Report XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Max
Instant.
Max
pH (S.U.) XXX XXX XXX XXX Report XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX

 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
Daily
Max
Instant.
Max
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 8,104
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 532
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX

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

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

 • Chemical Additives

 • Stormwater BMPs

 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 not in effect.


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

Application Number Application Type Applicant Name & Address Municipality, County Office
PAD150223 New Beyond Meat, Inc.
Eric Strunk
312 Devault Lane
Devault, PA 19432
Charlestown Township
Chester County
SERO
PAD150224 New Pleasant View Industries, LLC
102 Reservoir Road
Honey Brook, PA 19344
Honey Brook Township
Chester County
SERO
PAD460067 A-1 Amendment Corson Street Acquisition, LP
3843 West Chester Pike
Newtown Square, PA 19073-2304
Conshohocken Borough
Plymouth Township
Montgomery County
SERO
PAD150232 New Gary Fraze
818 N. Country Club Drive
Newark, DE 19711
Franklin Township
New London Township
Chester County
SERO
PAD230057 New Delaware County Regional Water Quality Control Authority (DELCORA)
100 East Fifth Street
P.O. Box 999
Chester, PA 19016-0999
City of Chester
Delaware County
SERO
PAD390207 New KVH, LLC
985 N. 38th St.
Allentown, PA 18104
City of Bethlehem
Lehigh County
NERO
PAD480161 New HH Bath View Commercial
Robert J. Huratiak
416 O.W. Road
Bangor, PA 18013-9380
Bath Borough
Northampton County
NERO
PAD480158 Renewal Graham & Shelby Simmons
4563 Oakwood Lane
Nazareth, PA 18064
Plainfield Township
Northampton County
NERO
PAD540025 New Donald Smith
Brewster Land Company
70 Eighteenth Drive
Franklin, MA 02038
Kline Township
Schuylkill County
NERO
PAD130034 New Richard Henry & Sons LLC
120 Upper View Terrace
Anderson, SC 29625
Kidder Township
Carbon County
NERO
PAD020036-01 Major Amendment PA Turnpike Commission
700 S Eisenhower Blvd
Middletown, PA 17057
Jefferson Hills Borough
West Mifflin Borough
City of Clairton
Allegheny County
Regional Permit
Coordination Office (RPCO)
Rachel Carson State Office Building
400 Market Street
Harrisburg, PA 17101
Email: RA-EPREGIONAL
PERMIT@pa.gov

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