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 ACTThis 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 18947-0155Tinicum Township
Bucks CountySERO 1524813 Joint DEP/PFBC Pesticides Permit New Collins Mark
1280 Scott Road
Kennett Square, PA 19348East Marlborough Township
Chester CountySERO 1913801 Joint DEP/PFBC Pesticides Permit New Murin Francis
45 Willow Lane
Bloomsburg, PA 17815-3374Scott Township
Columbia CountyNCRO 2024803 Joint DEP/PFBC Pesticides Permit New Mark Mehlenbacher
118 Applewood Lane
Slippery Rock, PA 16057-2904Rome Township
Crawford CountyNWRO 2024804 Joint DEP/PFBC Pesticides Permit New Kellis Martz
P.O. Box 55A
Cochranton, PA 16314-1055Wayne Township
Crawford CountyNWRO 4313804 Joint DEP/PFBC Pesticides Permit Renewal Legends at Grove City HOA
200 Commerce Drive
Suite 206
Coraopolis, PA 15108-3189Liberty Township
Mercer CountyNWRO 4324814 Joint DEP/PFBC Pesticides Permit New David Micco
475 Diamond Road
Grove City, PA 16127-4806Pine Township
Mercer CountyNWRO 4613867 Joint DEP/PFBC Pesticides Permit Renewal Kulpsville Bus Campus Condo Association
2131 N Broad Street
Lansdale, PA 19446-1083Towamencin Township
Montgomery CountySERO 2110201 Manure Storage and Wastewater Impoundments Individual WQM Permit Amendment Mount Rock Dairy LLC
473 Mount Rock Road
Newville, PA 17241-9578West Pennsboro Township
Cumberland CountySCRO 2024202 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit New Vitro Meadville Flat Glass LLC
5123 Victory Boulevard
Cochranton, PA 16314-3969Greenwood Township
Crawford CountyNWRO 0471422 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Little Creek MHP LLC
100 Swale Brook Lane
Milford, PA 18337-7014New Sewickley Township
Beaver CountySWRO NNOEXNC26 No Exposure Certification Renewal IBP Solutions US LLC
980 Point Township Drive
Northumberland, PA 17857-8886Point Township
Northumberland CountyNCRO NOEXNW241 No Exposure Certification New Silgan Ipec Corp
185 Northgate Circle
New Castle, PA 16105-5537New Castle City
Lawrence CountyNWRO PAG038613 PAG-03 NPDES General Permit for Industrial Stormwater New D & D Wood Sales Inc.
P.O. Box 100
268 Amadei Road
Nicktown, PA 15762-0100Pine Township
Indiana CountyNWRO PAG040232 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Burdett Robert
203 Cheyney Drive
West Chester, PA 19382-7134Westtown Township
Chester CountySERO PAG041124 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Clinton & Sarah Ewing
630 W 7th Street
Erie, PA 16502-1201Franklin Township
Erie CountyNWRO PAG041412 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Burch Craig
103 Pike Road
Corry, PA 16407-2343Columbus Township
Warren CountyNWRO PAG046481 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Augustine Ryan P
4614 Bakerstown Culmerville Road
Gibsonia, PA 15044-7709West Deer Township
Allegheny CountySWRO PAG046486 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Glowaski Stanley
1121 Old West Road
Bentleyville, PA 15314-1575Bentleyville Borough
Washington CountySWRO PAG136136 PAG-13 NPDES General Permit for MS4s Renewal South Versailles Township Allegheny County
P.O. Box 66
Coulters, PA 15028-0066South Versailles Township
Allegheny CountySWRO 1088401 Pump Stations Individual WQM Permit Amendment Evans City Water & Sewer Authority
216 Wahl Avenue
Evans City, PA 16033-1053Evans City Borough
Butler CountyNWRO 6722404E Pump Stations Individual WQM Permit Amendment PA American Water Co.
1701 Black Bridge Road
York, PA 17402-1911York City
York CountySCRO 6524410 Sewer Extensions Individual WQM Permit Transfer Westmoreland County Municipal Authority
P.O. Box 730
Greensburg, PA 15601-0730South Huntingdon Township
Westmoreland CountySWRO PA0265772 Single Residence STP Individual NPDES Permit Transfer Alexander Celeski & Brianne Murphy
2805 Summerville Road
Erie, PA 16510-4245Harborcreek Township
Erie CountyNWRO 2424401 Single Residence Sewage Treatment Plant Individual WQM Permit New Andrew L Buehler
P.O. Box 239
Ridgeway, PA 15853Saint Marys City
Elk CountyNWRO 2518404 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Alexander Celeski & Brianne Murphy
2805 Summerville Road
Erie, PA 16510-4245Harborcreek Township
Erie CountyNWRO 2524404 Single Residence Sewage Treatment Plant Individual WQM Permit New Cathy & Daniel Hart
5522 Doris Drive
Girard, PA 16417-8806Girard Township
Erie CountyNWRO WQG02062401 WQG-02 Sewer Extension WQM General Permit New Leaf Creek HOA, Inc.
3150 Coffeetown Road
Orefield, PA 18069Amity Township
Berks CountySCRO WQG02652401 WQG-02 Sewer Extension WQM General Permit New Penn Township Sewage Authority
1032 Nike Site Road
Irwin, PA 15642-4812Penn 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
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Ammonia-Nitrogen
May 1 - Oct 31182 XXX XXX 14.5 XXX 29.0 Copper, Total Report
Report
Daily MaxXXX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Ammonia-Nitrogen
May 1 - Oct 31152 XXX XXX 12.2 XXX 24.4 Copper, Total 0.46 0.73
Daily MaxXXX 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
QuarterlyWeekly
AverageMinimum Average
QuarterlyWeekly
AverageIMAX 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
MonthlyWeekly
AverageInstant. Minimum Average
MonthlyWeekly
AverageIMAX Flow (MGD) Report
Report
Daily MaxXXX 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 InfluentXXX 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 InfluentReport
Report
Daily MaxXXX Report
XXX XXX CBOD5 Minimum %
Removal (%)XXX XXX XXX Report
Min Mo AvgXXX XXX Total Suspended Solids 375 563 XXX 30.0 45.0 60.0 Total Suspended Solids
Raw Sewage InfluentReport
Report
Daily MaxXXX Report
XXX XXX Total Dissolved Solids XXX XXX XXX 1,000 XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 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 30Report
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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyMaximum IMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.50 1.00
Daily Max1.25 Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110 Total Dissolved Solids XXX XXX XXX 1,000.0 2,000.0
Daily Max2,500 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
MonthlyDaily
MaximumInstant. Minimum Average
MonthlyMaximum 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
MonthlyDaily
MaximumInstant. Minimum Average
MonthlyMaximum 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
MonthlyDaily
MaximumInstant. Minimum Average
MonthlyMaximum 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 5.5
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Total Suspended Solids Report
Annl AvgXXX XXX Report
Annl AvgReport
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
MonthlyAverage
WeeklyMinimum Average
MonthlyMaximum 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX 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
MonthlyAverage
WeeklyDaily
MinimumAverage
MonthlyMaximum IMAX Total Dissolved Solids XXX XXX XXX XXX Report
Daily MaxXXX 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
MonthlyAverage
WeeklyDaily
MinimumAverage
MonthlyMaximum IMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.05 XXX 0.12 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 3018 XXX XXX 12 XXX 24 May 1 - Oct 31 12 XXX XXX 8.5 XXX 17 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX Total Suspended Solids
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX Total Suspended Solids 25 XXX XXX 17 XXX 34 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 200
Geo MeanXXX 1,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 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 303.6 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
MonthlyWeekly
AverageDaily
MinimumAverage
MonthlyWeekly
AverageIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX 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 InfluentReport
XXX XXX Report
XXX XXX Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX Total Suspended Solids 175 263 XXX 30 45 60 Total Suspended Solids
Raw Sewage InfluentReport
XXX XXX Report
XXX XXX Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 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
MonthlyWeekly
AverageDaily
MinimumAverage
MonthlyWeekly
AverageIMAX Total Dissolved Solids XXX XXX XXX 1,000.0
Avg QrtlyXXX 2,500 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Copper, Total XXX XXX XXX Report
Avg QrtlyXXX XXX Zinc, Total XXX XXX XXX Report
Avg QrtlyXXX XXX PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report
Daily MaxXXX PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report
Daily MaxXXX 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
MonthlyAverage
WeeklyMinimum Semi-Annual
AverageDaily
MaximumIMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 pH (S.U.)
Downstream MonitoringXXX XXX Report
Inst MinXXX XXX Report
pH (S.U.)
Upstream MonitoringXXX XXX Report
Inst MinXXX 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
MonthlyAverage
WeeklyMinimum Average
MonthlyMaximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 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 MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30XXX 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
MonthlyWeekly
AverageMinimum Average
MonthlyWeekly
AverageIMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Aluminum, Total XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX Report
Daily MaxXXX Manganese, Total XXX XXX XXX XXX Report
Daily MaxXXX 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
MonthlyWeekly
AverageMinimum Average
MonthlyWeekly
AverageIMAX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX 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
MonthlyWeekly
AverageMinimum Average
MonthlyWeekly
AverageIMAX Flow (MGD) Report
Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0
Inst MinXXX 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 InfluentReport Report XXX Report Report XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids 164.2 246.3 XXX 30 45 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30XXX 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
MonthlyWeekly
AverageAverage
MonthlyWeekly
AverageMaximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30105 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 InfluentReport Report
Daily MaxReport XXX XXX XXX Total Suspended Solids 130 195 30.0 45.0 XXX 60 Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxReport XXX XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light intensity
(mW/cm2)XXX XXX Report
Inst MinReport
Avg MoXXX XXX Ammonia-Nitrogen
Nov 1 - Apr 3013.75 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 MaxXXX XXX Aluminum, Total XXX XXX XXX Report
Daily MaxXXX XXX Iron, Total XXX XXX XXX Report
Daily MaxXXX XXX Manganese, Total XXX XXX XXX Report
Daily MaxXXX XXX Total Nitrogen XXX XXX XXX Report
Daily MaxXXX XXX Total Phosphorus XXX XXX XXX Report
Daily MaxXXX 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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