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COMMONWEALTH OF PENNSYLVANIA

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PA Bulletin, Doc. No. 24-1210

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

[54 Pa.B. 5474]
[Saturday, August 31, 2024]


APPLICATIONS

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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


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

Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office
0924809 Joint DEP/PFBC Pesticides Permit New Balitsaris Matthew
P.O. Box 155
Pipersville, PA 18947-0155
Tinicum Township
Bucks County
SERO
1524813 Joint DEP/PFBC Pesticides Permit New Collins Mark
1280 Scott Road
Kennett Square, PA 19348
East Marlborough Township
Chester County
SERO
1913801 Joint DEP/PFBC Pesticides Permit New Murin Francis
45 Willow Lane
Bloomsburg, PA 17815-3374
Scott Township
Columbia County
NCRO
2024803 Joint DEP/PFBC Pesticides Permit New Mark Mehlenbacher
118 Applewood Lane
Slippery Rock, PA 16057-2904
Rome Township
Crawford County
NWRO
2024804 Joint DEP/PFBC Pesticides Permit New Kellis Martz
P.O. Box 55A
Cochranton, PA 16314-1055
Wayne Township
Crawford County
NWRO
4313804 Joint DEP/PFBC Pesticides Permit Renewal Legends at Grove City HOA
200 Commerce Drive
Suite 206
Coraopolis, PA 15108-3189
Liberty Township
Mercer County
NWRO
4324814 Joint DEP/PFBC Pesticides Permit New David Micco
475 Diamond Road
Grove City, PA 16127-4806
Pine Township
Mercer County
NWRO
4613867 Joint DEP/PFBC Pesticides Permit Renewal Kulpsville Bus Campus Condo Association
2131 N Broad Street
Lansdale, PA 19446-1083
Towamencin Township
Montgomery County
SERO
2110201 Manure Storage and Wastewater Impoundments Individual WQM Permit Amendment Mount Rock Dairy LLC
473 Mount Rock Road
Newville, PA 17241-9578
West Pennsboro Township
Cumberland County
SCRO
2024202 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit New Vitro Meadville Flat Glass LLC
5123 Victory Boulevard
Cochranton, PA 16314-3969
Greenwood Township
Crawford County
NWRO
0471422 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Little Creek MHP LLC
100 Swale Brook Lane
Milford, PA 18337-7014
New Sewickley Township
Beaver County
SWRO
NNOEXNC26 No Exposure Certification Renewal IBP Solutions US LLC
980 Point Township Drive
Northumberland, PA 17857-8886
Point Township
Northumberland County
NCRO
NOEXNW241 No Exposure Certification New Silgan Ipec Corp
185 Northgate Circle
New Castle, PA 16105-5537
New Castle City
Lawrence County
NWRO
PAG038613 PAG-03 NPDES General Permit for Industrial Stormwater New D & D Wood Sales Inc.
P.O. Box 100
268 Amadei Road
Nicktown, PA 15762-0100
Pine Township
Indiana County
NWRO
PAG040232 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Burdett Robert
203 Cheyney Drive
West Chester, PA 19382-7134
Westtown Township
Chester County
SERO
PAG041124 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Clinton & Sarah Ewing
630 W 7th Street
Erie, PA 16502-1201
Franklin Township
Erie County
NWRO
PAG041412 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Burch Craig
103 Pike Road
Corry, PA 16407-2343
Columbus Township
Warren County
NWRO
PAG046481 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Augustine Ryan P
4614 Bakerstown Culmerville Road
Gibsonia, PA 15044-7709
West Deer Township
Allegheny County
SWRO
PAG046486 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Glowaski Stanley
1121 Old West Road
Bentleyville, PA 15314-1575
Bentleyville Borough
Washington County
SWRO
PAG136136 PAG-13 NPDES General Permit for MS4s Renewal South Versailles Township Allegheny County
P.O. Box 66
Coulters, PA 15028-0066
South Versailles Township
Allegheny County
SWRO
1088401 Pump Stations Individual WQM Permit Amendment Evans City Water & Sewer Authority
216 Wahl Avenue
Evans City, PA 16033-1053
Evans City Borough
Butler County
NWRO
6722404E Pump Stations Individual WQM Permit Amendment PA American Water Co.
1701 Black Bridge Road
York, PA 17402-1911
York City
York County
SCRO
6524410 Sewer Extensions Individual WQM Permit Transfer Westmoreland County Municipal Authority
P.O. Box 730
Greensburg, PA 15601-0730
South Huntingdon Township
Westmoreland County
SWRO
PA0265772 Single Residence STP Individual NPDES Permit Transfer Alexander Celeski & Brianne Murphy
2805 Summerville Road
Erie, PA 16510-4245
Harborcreek Township
Erie County
NWRO
2424401 Single Residence Sewage Treatment Plant Individual WQM Permit New Andrew L Buehler
P.O. Box 239
Ridgeway, PA 15853
Saint Marys City
Elk County
NWRO
2518404 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Alexander Celeski & Brianne Murphy
2805 Summerville Road
Erie, PA 16510-4245
Harborcreek Township
Erie County
NWRO
2524404 Single Residence Sewage Treatment Plant Individual WQM Permit New Cathy & Daniel Hart
5522 Doris Drive
Girard, PA 16417-8806
Girard Township
Erie County
NWRO
WQG02062401 WQG-02 Sewer Extension WQM General Permit New Leaf Creek HOA, Inc.
3150 Coffeetown Road
Orefield, PA 18069
Amity Township
Berks County
SCRO
WQG02652401 WQG-02 Sewer Extension WQM General Permit New Penn Township Sewage Authority
1032 Nike Site Road
Irwin, PA 15642-4812
Penn Township Westmoreland County SWRO

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

Northeast Regional Office

PA0031127, Sewage, SIC Code 4952, Borough of Northampton, 1401 Laubach Avenue, Northampton, PA 18067-0070. Facility Name: Northampton Borough WWTP. This existing facility is located in Northampton Borough, Northampton County.

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

 The receiving stream, Hokendauqua Creek (CWF, MF), is located in State Water Plan watershed 2-C and is classified for Cold Water and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.

 (From Permit Effective Date to 3 Years After Permit Effective Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average
Weekly
Minimum Average
Monthly
Daily
Maximum
IMAX
Ammonia-Nitrogen
 May 1 - Oct 31
182 XXX XXX 14.5 XXX 29.0
Copper, Total Report
Report

Daily Max
XXX Report
Report
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.

 (From 3 Years After Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
IMAX
Ammonia-Nitrogen
 May 1 - Oct 31
152 XXX XXX 12.2 XXX 24.4
Copper, Total 0.46 0.73
Daily Max
XXX 0.037 0.059 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly
Weekly
Average
Minimum Average
Quarterly
Weekly
Average
IMAX
Aluminum, Total Report
XXX XXX Report
XXX XXX
Lead, Total Report
XXX XXX Report
XXX XXX
Nickel, Total Report
XXX XXX Report
XXX XXX
Zinc, Total Report
XXX XXX Report
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Instant. Minimum Average
Monthly
Weekly
Average
IMAX
Flow (MGD) Report
Report

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 1.17
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent
XXX XXX XXX Report
XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 312 500 XXX 25.0 40.0 50.0
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report
Report

Daily Max
XXX Report
XXX XXX
CBOD5 Minimum %
 Removal (%)
XXX XXX XXX Report

Min Mo Avg
XXX XXX
Total Suspended Solids 375 563 XXX 30.0 45.0 60.0
Total Suspended Solids
 Raw Sewage Influent
Report
Report

Daily Max
XXX Report
XXX XXX
Total Dissolved Solids XXX XXX XXX 1,000 XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000

Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200

Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report
XXX XXX
Total Nitrogen XXX XXX XXX Report
XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30
Report
XXX XXX Report
XXX XXX
Total Phosphorus XXX XXX XXX Report
XXX XXX

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

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

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

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

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater Outfalls

 • Requirements for Ammonia-Nitrogen

 • Requirements for Total Copper

 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.

Northeast Regional Office

PA0063223, Sewage, SIC Code 4952, Vetter Martha J, 207 E Gleneagles Road, Ocala, FL 34472-3369. Facility Name: Martha J Vetter Res. This existing facility is located in Damascus Township, Wayne 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), Delaware River (CWF, MF), is located in State Water Plan watershed 1-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report

Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Inst Min
XXX XXX 9
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

 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 XXX XXX XXX Report

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

 • TRC Limits

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0053261, Industrial, SIC Code 2813, Linde Gas and Equipment Inc., 90 Commerce Way, Stockertown, PA 18083-7050. Facility Name: Linde Inc. This existing facility is located in Stockertown Borough, Northampton 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 Bushkill Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-F and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX
Lead, Total XXX XXX XXX XXX Report
XXX
Zinc, Total XXX XXX XXX XXX Report
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX
Lead, Total XXX XXX XXX XXX Report
XXX
Zinc, Total XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.029 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum IMAX
Flow (MGD) Report
Report

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.50 1.00
Daily Max
1.25
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110
Total Dissolved Solids XXX XXX XXX 1,000.0 2,000.0
Daily Max
2,500

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

 • Chemical Additives

 • Stormwater Requirements

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0062138, Industrial, SIC Code 5169, Airgas Specialty Products, Inc., 2530 Sever Road, Suite 300, Lawrenceville, GA 30043. Facility Name: Airgas Specialty Products. This existing facility is located in Palmerton Borough, Carbon 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, Aquashicola Creek (TSF, MF), is located in State Water Plan watershed 2-B 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 Outfall 001 are based on a design flow of 0.0005 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant. Minimum Average
Monthly
Maximum IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
*pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
*Total Suspended Solids XXX XXX XXX XXX XXX Report
*Ammonia-Nitrogen XXX XXX XXX XXX XXX Report

 * Sampling required when site stormwater is pumped and discharged through this outfall.

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.002 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant. Minimum Average
Monthly
Maximum IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
*pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
*Total Suspended Solids XXX XXX XXX XXX XXX Report
*Ammonia-Nitrogen XXX XXX XXX XXX XXX Report

 * Sampling required when site stormwater is pumped and discharged through this outfall.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.025 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant. Minimum Average
Monthly
Maximum IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
*pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
*Total Suspended Solids XXX XXX XXX XXX XXX Report
*Ammonia-Nitrogen XXX XXX XXX XXX XXX Report

 * Sampling required when site stormwater is pumped and discharged through this outfall.

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

 • Chemical Additives

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0065013 A-1, Industrial, SIC Code 4941, Blythe Township Municipal Authority, 375 Valley Street, New Philadelphia, PA 17959-1218. Facility Name: Blythe Township Municipal Authority Silver Creek WTP. This existing facility is located in Blythe Township, Schuylkill County.

 Description of Existing Activity: The application is for NPDES permit amendment for an existing discharge of treated industrial waste (modifying Final WQBELs effective date).

 The receiving stream(s), Silver Creek (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.050 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
IMAX
Aluminum, Total Report
XXX XXX 4.000 8.000 8.000
Cadmium, Total Report
XXX XXX Report
Report
XXX
Copper, Total Report
XXX XXX Report
Report
XXX
Lead, Total Report
XXX XXX Report
Report
XXX
Zinc, Total Report
XXX XXX Report
Report
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.050 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
IMAX
Aluminum, Total Report XXX XXX Report 0.750 0.750
Cadmium, Total Report XXX XXX Report Report 0.0006
Copper, Total Report XXX XXX 0.005 0.009 0.014
Lead, Total Report XXX XXX Report Report 0.0028
Zinc, Total Report XXX XXX Report 0.059 0.095

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.050 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 5.5
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.50 1.00 1.35
Total Suspended Solids Report
XXX XXX 30.0 60.0 75.0
Iron, Total Report
XXX XXX Report
1.500 1.500
Manganese, Total Report
XXX XXX Report
1.000 1.000

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.050 MGD.—Limits.

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

Annl Avg
XXX XXX Report

Annl Avg
Report
XXX

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

 • Necessary property rights; Residuals management: Relationship to WQM permits; ELG/BAT; Chlorine minimization; Changes in stream/discharge; WQBELs for toxic pollutants; Chemical additives

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

 The EPA Waiver is in effect.

Northeast Regional Office

PAS202209, Storm Water, SIC Code 3471, Apollo Metals, Ltd, 1001 14th Avenue, Bethlehem, PA 18018-2207. Facility Name: Apollo Metals Ltd. This existing facility is located in Bethlehem City, Lehigh County.

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

 The receiving stream(s), Unnamed Tributary to Monocacy Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum IMAX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX XXX Report
Oil and Grease XXX XXX XXX XXX XXX Report
Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report
Aluminum, Total XXX XXX XXX XXX XXX Report
Iron, Total XXX XXX XXX XXX XXX Report
Zinc, Total XXX XXX XXX XXX XXX Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0238759, Sewage, SIC Code 4952, 8811, Joshua Hodgkins, 454 Keck Road, Butler, PA 16002-1098. Facility Name: Joshua Hodgkins SRSTP. This existing facility is located in Summit Township, Butler County.

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

 The receiving stream(s), Unnamed Tributary to Bonnie Brook (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 .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
Total Residual Chlorine (TRC) XXX XXX XXX Report
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 XXX

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0288004, Sewage, SIC Code 8800, David Bonant, 693 Mushrush Road, Butler, PA 16002-0947. Facility Name: David Bonant SRSTP. This existing facility is located in Jefferson Township, Butler County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report

Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200
XXX XXX

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0295922, Sewage, SIC Code 8800, Mary Beth VanFleet, 1101 N Sheridan Avenue, Pittsburgh, PA 15206-1755. Facility Name: Mary Beth VanFleet SRSTP. This proposed facility is located in Washington Township, Butler County.

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

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

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

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0295949, Sewage, SIC Code 8800, Vicki Kunkle, 317 Bicker Road, Cabot, PA 16023-2505. Facility Name: Vicki Kunkle SRSTP. This proposed facility is located in Winfield Township, Butler County.

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

 The receiving stream(s), Unnamed Tributary of Little Buffalo Creek (HQ-TSF), is located in State Water Plan watershed 18-F and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0295973, Sewage, SIC Code 8800, William Doane, 250 Pine Road, Pittsburgh, PA 15237. Facility Name: William Doane SRSTP. This proposed facility is located at 885 Sky Gate Avenue, Tionesta, PA 16353 in Green Township, Forest 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 Furnace Run (HQ-CWF), is located in State Water Plan watershed 16-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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 20.0
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

PA0086487, Storm Water, SIC Code 3211, Vitro Flat Glass LLC, 400 Park Drive, Carlisle, PA 17015-9271. Facility Name: Vitro Flat Glass Manufacturing Plant. This existing facility is located in South Middleton Township, Cumberland County.

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

 The receiving stream(s), Yellow Breeches Creek (HQ-CWF, MF), is located in State Water Plan watershed 7-E 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:

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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

 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 N from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

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

 • 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.

Southcentral Regional Office

PA0247651, Storm Water, SIC Code 4215, United Parcel Service Inc., 1155 Enterprise Road, East Petersburg, PA 17520-1603. Facility Name: United Parcel Service Lewistown. This existing facility is located in Armagh Township, Mifflin County.

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

 The receiving stream(s), Unnamed Tributary of Tea Creek (HQ-CWF, MF), is located in State Water Plan watershed 12-A 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:

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
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), Including Applicable BMPs from Appendix L from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

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

 • 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.

Southeast Regional Office

PA0050075, Sewage, SIC Code 4952, Aqua PA Wastewater Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Willistown Woods STP. This existing facility is located in Willistown Township, Chester County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .175 MGD.—Limits.

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

Daily Max
XXX
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 .175 MGD.—Limits.

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

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.05 XXX 0.12
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30
18 XXX XXX 12 XXX 24
 May 1 - Oct 31 12 XXX XXX 8.5 XXX 17
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent
Report
XXX XXX Report
XXX XXX
Total Suspended Solids
 Raw Sewage Influent
Report
XXX XXX Report
XXX XXX
Total Suspended Solids 25 XXX XXX 17 XXX 34
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 200

Geo Mean
XXX 1,000
 May 1 - Sep 30 XXX XXX XXX 200

Geo Mean
XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX Report
XXX XXX XXX
Total Nitrogen Report
XXX XXX Report
XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30
3.6 XXX XXX 2.5 XXX 5
 May 1 - Oct 31 1.3 XXX XXX 0.9 XXX 1.8
Total Phosphorus 1.5 XXX XXX 1.0 XXX 2

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP when Public Sewer Become Available

 E. Chlorine Optimization

 F. Fecal Coliform Reporting

 G. Operator Notification

 H. TMDL/WLA Analysis

 I. Develop O&M Plan

 J. Solids Management

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

 The EPA Waiver is in effect.

Southeast Regional Office

PA0058041, Sewage, SIC Code 4952, Aqua PA Wastewater Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Possum Hollow Sewer System & STP. This existing facility is located in Limerick Township, Montgomery County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.7 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 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.7
Carbonaceous Biochemical Oxygen Demand (CBOD5) 117 175 XXX 20 30 40
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent
Report
XXX XXX Report
XXX XXX
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report
XXX XXX Report
XXX XXX
Total Suspended Solids 175 263 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent
Report
XXX XXX Report
XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX 200

Geo Mean
XXX 1,000
Ultraviolet transmittance (%) XXX XXX Report
XXX XXX XXX
Ammonia-Nitrogen 47 XXX XXX 8.0 XXX 16
Total Phosphorus Report
XXX XXX Report
XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .7 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Daily
Minimum
Average
Monthly
Weekly
Average
IMAX
Total Dissolved Solids XXX XXX XXX 1,000.0
Avg Qrtly
XXX 2,500
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Copper, Total XXX XXX XXX Report
Avg Qrtly
XXX XXX
Zinc, Total XXX XXX XXX Report
Avg Qrtly
XXX XXX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report
Daily Max
XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report
Daily Max
XXX

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

 I. Other Requirements

 A. No Stormwater

 B. Property Rights

 C. Sludges Disposal

 D. Operator Notification

 E. Development of O&M Plan

 F. DRBC Effluent Limits

 G. No Acceptance of the Hauled-In Wastes

 H. Fecal Coliform

 II. Solids Management

 III. PCB 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 in effect.

Southeast Regional Office

PA0244473, Storm Water, SIC Code 3272, Delaware Valley Concrete Co. Inc., 248 E County Line Road, Hatboro, PA 19040-2116. Facility Name: Delaware Valley Concrete Kennett Square Facility. This existing facility is located in Kennett Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary of East Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I 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 Outfall 001 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Semi-Annual
Average
Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
pH (S.U.)
 Downstream Monitoring
XXX XXX Report
Inst Min
XXX XXX Report
pH (S.U.)
 Upstream Monitoring
XXX XXX Report
Inst Min
XXX XXX Report
Total Suspended Solids XXX XXX XXX 50.0 100.0 100
Oil and Grease XXX XXX XXX Report
Report
XXX
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

 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

PA0032212, Sewage, SIC Code 7011, Pamela Nelson, 144 Silver Lake Lane, Fombell, PA 16123-1230. Facility Name: Camp Silver Lake Sewage Treatment Plant. This existing facility is located in Marion Township, Beaver County.

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

 The receiving stream(s), Unnamed Tributary to Connoquenessing Creek, 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 0.0016 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30
XXX XXX XXX 25 XXX 50
 May 1 - Oct 31 XXX XXX XXX 9 XXX 18
Total Nitrogen XXX XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0042561, Sewage, SIC Code 4952, Upper Stonycreek Joint Municipal Authority, P.O. Box 24, Hooversville, PA 15936-0024. Facility Name: Upper Stonycreek System. This existing facility is located in Shade 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), Stonycreek River (TSF), is located in State Water Plan watershed 18-E 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 .656 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .656 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
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 .656 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
IMAX
Flow (MGD) Report
Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.42 XXX 1.37
Carbonaceous Biochemical Oxygen Demand (CBOD5) 136.9 208.0 XXX 25 38 50
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids 164.2 246.3 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
Ammonia-Nitrogen
 Nov 1 - Apr 30
XXX XXX XXX 25.0 XXX 50
 May 1 - Oct 31 XXX XXX XXX 9.45 XXX 18.9

 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

PA0252603, Sewage, SIC Code 4952, Cecil Township Municipal Authority, 375 Southpointe Boulevard, Canonsburg, PA 15317-8587. Facility Name: Millers Run STP. This existing facility is located in Cecil Township, Washington County.

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

 The receiving stream(s), Tributary 36836 to Millers Run (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 .52 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Average
Monthly
Weekly
Average
Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30
105 160 25.0 37.5 XXX 50
 May 1 - Oct 31 85 130 20.0 30.0 XXX 40
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
Report XXX XXX XXX
Total Suspended Solids 130 195 30.0 45.0 XXX 60
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
Report XXX XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report
Inst Min
Report
Avg Mo
XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30
13.75 XXX 3.17 XXX XXX 6.34
 May 1 - Oct 31 8.54 XXX 1.97 XXX XXX 3.96
E. Coli (No./100 ml) XXX XXX XXX Report

Daily Max
XXX XXX
Aluminum, Total XXX XXX XXX Report
Daily Max
XXX XXX
Iron, Total XXX XXX XXX Report
Daily Max
XXX XXX
Manganese, Total XXX XXX XXX Report
Daily Max
XXX XXX
Total Nitrogen XXX XXX XXX Report
Daily Max
XXX XXX
Total Phosphorus XXX XXX XXX Report
Daily Max
XXX XXX

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

 The EPA Waiver is in effect.


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

Southcentral Regional Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 1639 Church Road, Allentown, PA 18104

 Application Number: PAD210088 A-1

 Application Type: Major Amendment

 Municipality/County: Hampden, Lower Allen and Upper Allen Townships, Cumberland County

 Project Site Name: S 29 Hampden Tap 69V Wood Pole Replacement Project (CUMB-WSHO)

 Total Earth Disturbance Area (acres): 136.5 acres

 Surface Waters Receiving Stormwater Discharges: Conodoguinet Creek (WWF, MF), Cedar Run (CWF, MF), Cedar Run (CWF, MF) via EV Wetlands, UNT Trindle Spring Run (HQ-CWF, MF), UNT Cedar Run (CWF, MF)

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

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

 Project Description: Replace existing wood poles and overhead electric transmission lines for approximately 9.9 miles.

 Special Conditions: N/A

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

Cambria District Office

 Applicant: PA DEP Bureau of Abandoned Mine Reclamation

 Applicant Address: 286 Industrial Park Road, Ebensburg, PA 15931

 Application Number: PAD680019

 Application Type: New

 Municipality/County: Fallowfield Township, Twilight Borough, Washington County

 Project Site Name: OSM 63(4744)101.1 Speers West

 Total Earth Disturbance Area (acres): 24 acres

 Surface Waters Receiving Stormwater Discharges: UNT to South Branch Maple Creek (WWF)

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

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

 Project Description: The project will backfill approximately 2,700 lineal feet of dangerous highwall with approximately 24 acres of spoil area.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-472-1800.

Northeast Regional Office

 Applicant: JLM Real Estate Investments, LLC

 Applicant Address: P.O. Box 472, 950 E. Main Street, Schuylkill Haven, PA 17972-0472

 Application Number: PAD640053

 Application Type: New

 Municipality/County: Lehigh Township, Wayne County

 Project Site Name: Gouldsboro Dollar General

 Total Earth Disturbance Area (acres): 1.90 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Lehigh River (EV, MF)

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

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

 Project Description: The project involves the construction of a new commercial business, associated parking areas, construction of an on-lot sewage treatment facility, new well and stormwater management BMPs.

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

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

Northeast Regional Office

 Applicant: The Yasin Khan 2021 Family Trust, c/o Yasin Khan

 Applicant Address: 1146 South Cedar Crest Boulevard, Allentown, PA 18103-7938

 Application Number: PAD390273 A-1

 Application Type: Major Amendment

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: Cumberland Apartment Complex

 Total Earth Disturbance Area (acres): 5.88 acres

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

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

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

 Project Description: The proposal includes the construction of four apartment structures, sidewalks and grass areas, internal driveways, parking facilities, security fencing, stormwater management facilities, paving, and landscaping. Major Amendment consist of additional drainage area tributary to Basin 1 and expansion in the size of Basin 1.

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

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

Southeast Regional Office

 Applicant: Dept. of the Navy, Public Works Department Pennsylvania

 Applicant Address: 4921 South Broad Street, Philadelphia, PA 19112

 Application Number: PAD510241 A-1

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Building 77/87 Complex—Philadelphia Navy Yard

 Total Earth Disturbance Area (acres): 0.18 acre

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

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

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

 Project Description: The Phase 2 project involves construction of a steel platform above an existing building and associated site improvements.

 Special Conditions: N/A

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

Southeast Regional Office

 Applicant: Dept. of the Navy, Public Works Department Pennsylvania

 Applicant Address: 4921 South Broad Street, Philadelphia, PA 19112

 Application Number: PAD510241 A-2

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Building 77/87 Complex—Philadelphia Navy Yard

 Total Earth Disturbance Area (acres): 0.59 acre

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

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

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

 Project Description: The Phase 3 project involves construction of interior and exterior repairs to Building 77 and associated utility improvements.

 Special Conditions: N/A

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

Northeast Regional Office

 Applicant: Muhlenberg College, c/o Richard Waligora

 Applicant Address: 2400 Chew Street, Allentown, PA 18104-5586

 Application Number: PAD390325

 Application Type: New

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: Muhlenberg College Baseball Field

 Total Earth Disturbance Area (acres): 4.10 acres

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

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

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

 Project Description: The site is an existing baseball stadium with on-site parking. The proposed project will involve the rehabilitation and reconstruction for continued use as a baseball stadium for collegiate and community use.

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

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

Southcentral Regional Office

 Applicant: DCNR—Bureau of Public Works

 Applicant Address: P.O. Box 8551, Harrisburg, PA 17105-8551

 Application Number: PAD060108

 Application Type: New

 Municipality/County: Union Township, Berks County

 Project Site Name: Big Woods Trail—French Creek State Park

 Total Earth Disturbance Area (acres): 4.69 acres

 Surface Waters Receiving Stormwater Discharges: UNT to French Creek (EV, MF)

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

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

 Project Description: Repaving of existing foot trail and the extension of the trail to provide safe access from the Park Office to other areas of the park. Project will also include upgrades to stormwater culverts and the addition of stormwater management facilities

 Special Conditions: N/A

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

Southcentral Regional Office

 Applicant: Kurtz School, LLC

 Applicant Address: 5511 Norrisville Road, White Hall, MD 21161

 Application Number: PAD670030

 Application Type: Renewal

 Municipality/County: Hopewell Township, York County

 Project Site Name: Kurtz School Villas

 Total Earth Disturbance Area (acres): 7.93 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Leibs Creek (HQ-CWF) and UNT to Leibs Creek (HQ-CWF) via EV Wetlands

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

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

 Project Description: Residential subdivision with 24 single family semi-detached dwellings, 4 single family detached dwellings and associated street.

 Special Conditions: Riparian forest buffer

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

Southwest Regional Office

 Applicant: Kishmo Inc.

 Applicant Address: 166 Shelby Lane, Apollo, PA 15613

 Application Number: PAD650044

 Application Type: New

 Municipality/County: Washington Township, Westmoreland County

 Project Site Name: Kishmo Storage Center

 Total Earth Disturbance Area (acres): 4.83 acres

 Surface Waters Receiving Stormwater Discharges: Poke Run (HQ-CWF) and Tributary 42967 to Poke Run (HQ-CWF)

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

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

 Project Description: Construction of storage buildings and two gravel parking lots.

 Special Conditions: N/A

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

Northeast Regional Office

 Applicant: 1015 Partners, LLC, c/o Dominic Villani

 Applicant Address: 555 Ashwood Road, Nazareth, PA 18064-0054

 Application Number: PAD390307

 Application Type: New

 Municipality/County: City of Bethlehem, Lehigh County

 Project Site Name: 1411 Greenview Drive

 Total Earth Disturbance Area (acres): 2.20 acres

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

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

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

 Project Description: The scope of this project consists of razing an existing church and re-developing the parcel into twenty-four (24) townhomes that will be served by public water and sewer. Stormwater conveyance and PCSM BMPs are also proposed.

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

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

Southwest Regional Office

 Applicant: Greenspace Realty, LLC

 Applicant Address: 130 Blue Grass Circle, Monroeville, PA 15146

 Application Number: PAD650048

 Application Type: New

 Municipality/County: Murrysville Borough, Wayne County

 Project Site Name: Whispering Woods

 Total Earth Disturbance Area (acres): 3.16 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Haymakers Run (HQ-CWF) and Haymakers Run (HQ-CWF)

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

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

 Project Description: Construction of an access road, utilities, and five detached single-family dwellings. Stormwater controls include two subsurface detention facilities, water quality filters, protection of existing tree canopy, amended soils and riparian buffer seed plantings.

 Special Conditions: 1. Construction shall adhere to the assumed impervious acreage per lot and per the overall site within the approved PCSM plan set. Deviation in increased total impervious acreage for the lots and/or overall site may warrant an amendment to the approved permit. The Department's Waterways & Wetlands Section should be contacted prior to construction if impervious acreage increases are proposed at 412-442-4000. 2. Earth disturbance may not commence until all authorizations necessary to complete construction have been obtained including, but not limited to Act 537 Sanitary Planning approval. 3. This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance. 4. The permittee shall provide evidence of escrow to the Department for the replacement of any protected trees used for stormwater credit on the project site, seen within the approved PCSM plan set. 5. During installation of the two underground MRC systems, any groundwater encountered which necessitate underdrains surrounding the MRC system(s) shall be overseen by the on-site professional engineer or geotechnical engineer. The systems employed shall not be built in a way which will cause accelerated erosion. An amendment must be submitted showing these systems as necessary. As-built drawings shall be provided to the Department.

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

Southwest Regional Office

 Applicant: Fox Chapel Estates, LP

 Applicant Address: 375 Golfside Drive, Wexford, PA 15090

 Application Number: PAD020008A-1

 Application Type: Major Amendment

 Municipality/County: Indiana Township, Allegheny County

 Project Site Name: Indiana Trails

 Total Earth Disturbance Area (acres): 22.48 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Pine Creek (TSF), Sycamore Run (HQ-WWF)

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

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

 Project Description: The construction for the major amendment will consist of a new revised residential development that includes 70 townhouses and 30 apartments in a 3-story apartment building. The project will also include mass grading, roadways, stormwater management facilities, utilities and all other appurtenances necessary.

 Special Conditions: 1. Earth disturbance may not commence until all authorizations necessary to complete construction have been obtained including, but not limited to Act 537 Sanitary Planning approval. 2. Infiltration testing shall be performed after construction of PCSM BMPs to verify the accuracy of the assumed infiltration rates used in the design of PCSM BMPs. Any deviation from the designed rates used in the calculations included with the approved permit application must be presented to the Department and demonstrated to not negatively impact the basins functions prior to submission of the Notice of Termination (NOT) for the permit. If a deviation from the design rates occurs which will cause Volume and Water Quality provided by the BMPs to no longer meet the regulations and/or guidance (SWM Manual or other DEP guidance) or otherwise negatively impact the function of these BMPs, a plan amendment must be submitted with calculations demonstrating regulatory compliance prior to submission of the Notice of Termination (NOT) for the permit.

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

Northeast Regional Office

 Applicant: Richard Getz, Jr.

 Applicant Address: 830 Snyders Road, Palmerton, PA 18071

 Application Number: PAD130046

 Application Type: New

 Municipality/County: Penn Forest Township, Carbon County

 Project Site Name: Getz Self-Storage Facility, State Route 903

 Total Earth Disturbance Area (acres): 3.75 acres

 Surface Waters Receiving Stormwater Discharges: 1. Stony Creek Run (EV, MF)

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

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

 Project Description: A Self-Storage Facility with on-lot well, septic, stormwater management, and access road adjoining SR 903.

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

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

Southcentral Regional Office

 Applicant: Provco Pinegood Shippensburg, LLC

 Applicant Address: 795 East Lancaster Avenue, Villanova, PA 19085

 Application Number: PAD210114

 Application Type: New

 Municipality/County: Shippensburg Borough, Cumberland County

 Project Site Name: Wawa Shippensburg

 Total Earth Disturbance Area (acres): 2.94 acres

 Surface Waters Receiving Stormwater Discharges: UNT Burd Run (CWF, MF), UNT Burd Run (CWF, MF) via EV wetlands

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

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

 Project Description: Remove existing structure and construct a new Wawa convenience store.

 Special Conditions: Wetland Monitoring

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

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