NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[50 Pa.B. 4037]
[Saturday, August 8, 2020]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). 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).
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or Amendment Section III WQM Industrial, Sewage or Animal Waste; Discharge into Groundwater Section IV NPDES MS4 Individual Permit Section V NPDES MS4 Permit Waiver Section VI NPDES Individual Permit Stormwater Construction Section VII NPDES NOI for Coverage under NPDES General Permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30-days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15-days from the date of this public notice. Comments received within the respective comment periods will be 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 the Department of the exact basis of a comment and the relevant facts upon which it is based.
The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. 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. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications.
Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Email: RA-EPNPDES_NERO@pa.gov.
NPDES No.
(Type)Facility Name & Address County &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N?PA0012505
(Industrial)Holcim (US), Inc.
Whitehall Cement Plant
5160 Main Street
Whitehall, PA 18052-1827Lehigh County
Whitehall TownshipLehigh River
(TSF/MF)
(2-C)Y PA0062537
(Sewage)East Union Township
Wastewater Treatment Plant
P.O. Box 245
Sheppton, PA 18248-0245Schuylkill County
East Union TownshipLittle Tomhicken Creek
(CWF, MF)
(5-E)Y PA0065013
(Industrial)Blythe Township Municipal
Authority
Silver Creek WTP
375 Valley Street
Philadelphia, PA 17959-1218Schuylkill County
Blythe TownshipSilver Creek
(CWF, MF)
(3-A)Y PA0275743
(Storm Water)GAF Premium Products
440 Katherine Road
Wind Gap, PA 18091
Northampton County
Wind Gap BoroughUnnamed Tributary to
Little Bushkill Creek
(HQ-CWF, MF)
(1-F)Y
Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, Email: RA-EPNPDES_SCRO@pa.gov.
NPDES No.
(Type)Facility Name & Address County &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N?PA0083526
(IW)Bendix North American
Headquarters
101 Philadelphia Street
Hanover, PA 17331
York County/
Hanover BoroughUNT Oil Creek/7H Y PA0087866
(Industrial - GWCU)Texas Eastern Trans LP
Entriken Compressor Station
5400 Westheimer Court
Houston, TX 77056
Huntingdon County/
Todd TownshipUnnamed Tributary to
Great Trough Creek
(TSF, MF)
(11-D)Y
Northcentral Region: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448, Phone: 570.327.3636.
NPDES No.
(Type)Facility Name & Address County &
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?
PA0113697
(Sewage)Country Manor WWTF
603 E 4th Street
Bloomsburg, PA 17815-2018Columbia County
Mount Pleasant TownshipUnnamed Tributary to
Fishing Creek
(CWF)
(5-C)Y
Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Email: RA-EPNPDES_SWRO@pa.gov.
NPDES No.
(Type)Facility Name & Address County &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N?PA0096172
(Industrial)McKeesport Water System—WTP
P.O. Box 730
Greensburg, PA 15601Allegheny County
McKeesport CityYoughiogheny River
(WWF)
(19-D)Y PA0216445
(Sewage)Paradigm Aviation Inc.
226 Airport Road
Mount Pleasant, PA 15666-4902Fayette County
Bullskin TownshipUnnamed Tributary of
Jacobs Creek
(WWF)
(19-D)Y PA0217832
(Sewage)Perrine Bldg
3676 Logans Ferry Road
Monroeville, PA 15146
Westmoreland County
Washington TownshipUnnamed Tributary of
Thorn Run (Beaver Run watershed HQ-CWF) (18-B)Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.
Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, Email: RA-EPNPDES_SERO@pa.gov.
PA0045187, Sewage, SIC Code 6515, Richland Communities, LLC, 232 Yankee Road, Quakertown, PA 18951. Facility Name: Richland Meadows MHP STP. This existing facility is located in Richland Township, Bucks 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), Morgan Creek (TSF, MF), is located in State Water Plan watershed 2-D and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.08 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyMaximum IMAX Flow (GPD) Report XXX XXX 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 0.2 XXX 0.6 Carbonaceous Biochemical
Oxygen Demand (CBOD5)Nov 1 - Apr 30 6.6 XXX XXX 10 XXX 20 May 1 - Oct 31 3.3 XXX XXX 5 XXX 10 Raw Sewage Influent Report XXX XXX Report XXX XXX Total Suspended Solids 20 XXX XXX 30 XXX 60 Raw Sewage Influent Report XXX XXX Report XXX XXX Fecal Coliform (No./100 ml) Oct 1 - Apr 30 XXX XXX XXX 200
Geo MeanXXX 1,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen Nov 1 - Apr 30 2.0 XXX XXX 3.0 XXX 9 May 1 - Oct 31 0.66 XXX XXX 1.0 XXX 3 Total Phosphorus 0.33 XXX XXX 0.5 XXX 1 The proposed effluent limits for Outfall 001 are based on a design flow of 0.08 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyMaximum IMAX Total Dissolved Solids XXX XXX XXX Report
Avg QrtlyXXX XXX Sludge use and disposal description and location(s): Sludge is sent off-site for treatment and disposal.
In addition, the permit contains the following major special conditions:
• Proper sludge disposal
• TRC Minimization
• No stormwater into sewage
• Designation of Responsible operator
• Operation and maintenance plan
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
PA0056081, Sewage, SIC Code 5812, 1073, Mill Creek LLC, P.O. Box 365, Wycombe, PA 18980-0365. Facility Name: Wycombe Public House. This existing facility is located in Wrightstown Township, Bucks 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 Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .002 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 Dissolved Oxygen XXX XXX 3.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2 Carbonaceous Biochemical
Oxygen Demand (CBOD5)Nov 1 - Apr 30 XXX XXX XXX 20 XXX 40 May 1 - Oct 31 XXX XXX XXX 10 XXX 20 Total Suspended Solids XXX XXX XXX 10 XXX 20 Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Ammonia-Nitrogen Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6 Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
A. AMR submission
B. DMR submission
C. Depth of septage and scum
D. Septic tanks pumping schedule
E. TRC optimization
F. No stormwater
G. Property rights
H. Sludge removal
I. Abandon usage
J. DRBC fecal coliform
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.
PA0051926, Industrial, SIC Code 4911, Exelon Generation Co. LLC, 3146 Sanatoga Road, Pottstown, PA 19464-3418. Facility Name: Limerick Generating Station. 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 industrial waste.
The receiving streams, Possum Hollow Run (WWF, MF), Schuylkill River (WWF, MF), Possum Hollow Run (WWF), and Sanatoga Creek (WWF, MF), are located in State Water Plan watershed 3-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 14.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Fecal Coliform (No./100 ml) XXX XXX XXX Report
Avg QrtlyReport XXX Sulfate, Total XXX XXX XXX Report
Avg QrtlyReport XXX Acrylamide XXX XXX XXX Report
Avg QrtlyReport XXX Chloride XXX XXX XXX Report
Avg QrtlyReport XXX Bromide XXX XXX XXX Report
Avg QrtlyReport XXX Toxicity, Chronic -
Ceriodaphnia Survival (TUc)XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Ceriodaphnia Reproduction (TUc)XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Pimephales Survival (TUc)XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Pimephales Growth (TUc)XXX XXX XXX Report
Daily MaxXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 14.2 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 6.0
Inst MinXXX XXX 9.0 Total Residual Oxidants XXX XXX XXX XXX 0.2 0.5 Temperature (°F) XXX XXX Report
Avg MoReport
Daily MaxXXX 110 Total Suspended Solids XXX XXX XXX Report Report XXX Effluent Net XXX XXX XXX 30 60 75 Intake XXX XXX XXX Report Report XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Aluminum, Total XXX XXX XXX 4.97 7.75 12.43 Chromium, Total XXX XXX XXX 0.2 0.2 XXX Copper, Total XXX XXX XXX Report Report XXX Iron, Total XXX XXX XXX Report Report XXX Lead, Total XXX XXX XXX Report Report XXX Zinc, Total XXX XXX XXX 1.0 1.0 XXX The proposed effluent limits for Outfall 001 are based on a design flow of 14.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX PCBs Dry Weather Analysis (ng/L) XXX XXX XXX XXX Report XXX PCBs Wet Weather Analysis (ng/L) XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are based on an average stormwater event.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based on a design flow of 1.1 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 6.0
Inst MinXXX XXX 9.0 Total Residual Oxidants XXX XXX XXX XXX 0.2 0.5 Temperature (°F) XXX XXX XXX XXX XXX 110 Total Suspended Solids XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 005 are based on a design flow of 1.1 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 6.0
Inst MinXXX XXX 9.0 Total Residual Oxidants XXX XXX XXX XXX 0.2 0.5 Temperature (°F) XXX XXX XXX XXX XXX 110 Total Suspended Solids XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 008 are based on an average stormwater event.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 012 are based on a design flow of .01 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 Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX Report 100.0 XXX Oil and Grease XXX XXX XXX Report Report XXX Iron, Dissolved XXX XXX XXX Report Report XXX Iron, Total XXX XXX XXX Report 7.0 XXX The proposed effluent limits for Outfall 019 are based on an average stormwater event.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 020 are based on a design flow of 1.5 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 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX Report 100 XXX The proposed effluent limits for Outfall 021 are based on an average stormwater event.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX XXX Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Total Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 024 are based on a design flow of 0.1 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 Total Suspended Solids XXX XXX XXX 30.0 100.0 100 Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Copper, Total XXX XXX XXX Report Report XXX Acrylamide XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 030 are based on a design flow of 0.5 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Total Dissolved Solids XXX XXX XXX Report Report XXX Total Phosphorus XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 030 are based on an average stormwater event.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Monitoring Point 201 are based on a design flow of 0.3 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Flow (GPD) Report Report
Daily MaxXXX XXX XXX XXX Total Suspended Solids XXX XXX XXX 30 100 100 Oil and Grease XXX XXX XXX 15 20 30 The proposed effluent limits for Monitoring Point 301 are based on a design flow of 0.001 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyDaily
MaximumIMAX Flow (GPD) Report Report
Daily MaxXXX XXX XXX XXX Total Suspended Solids XXX XXX XXX 30 100 100 Oil and Grease XXX XXX XXX 15 20 30 The proposed effluent limits for Outfall 401 are based on a design flow of 0.1 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyAverage
WeeklyMinimum Average
MonthlyMaximum IMAX Flow (GPD) Report Report
Daily MaxXXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report Report
Daily MaxXXX The following Outfalls 004, 006, 007, 009—011, 013—018 and 022 are not required to be monitored.
In addition, the permit contains the following major special conditions:
A. Acquire Necessary Property Rights
B. Proper Sludge Disposal
C. WQM Permit Requirement
D. Applicable BAT/BCT Standards
E. No more than 2° Change in the Stream Temperature
F. No Net Addition of Pollutants to Non-contact Cooling Water
G. Cooling Tower Blowdown Discharge
H. Watershed TMDL/WLA Analysis
I. Reopener Relative to Thermal Discharge
J. TRO Definition
K. TRO Maximum Daily Concentration
L. TRO Discharge
M. PPC Plan Submission
N. Authorization for Non-Stormwater Discharges
O. Compliance with US NRC and DRBC approval
P. Calendar Week Definition
Q. pH Monitoring Requirements
R. TSS Requirements during Chemical Addition
S. General TSS Requirements
T. WET Testing Requirement
U. Chemical Additives Requirement
V. Requirements for Stormwater Outfalls
W. PCB PMP and Monitoring
X. Cooling Water Intake Structure Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is not in effect.
Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, Email: RA-EPNPDES_SCRO@pa.gov.PA0267112, Storm Water, SIC Code 2869, Bimax Inc., 158 Industrial Road, Glen Rock, PA 17327-8626. Facility Name: Bimax Inc. This proposed facility is located in Springfield Township, York County.
Description of Proposed Activity: The application is for an NPDES permit for a discharge of stormwater associated with industrial activity.
The receiving stream(s), Seaks Run (HQ-CWF, MF), is located in State Water Plan watershed 7-H 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 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 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 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 F from the PAG-03.
• Routine Inspections
• Preparedness, Prevention, and Contingency (PPC) Plan
• Stormwater Monitoring Requirements (including Benchmark for COD and TSS)
• Other Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Email: RA-EPNPDES_SWRO@pa.gov.PA0002208, Industrial, SIC Codes 2821 & 2869, Shell Chemicals Appalachia LLC, 300 Frankfort Road, Monaca, PA 15601. Facility Name: Shell Polymers Monaca Site. This existing facility is located in Potter Township, Beaver County.
Description of Existing Activity: The application is for an NPDES permit for existing discharges of groundwater and storm water and new discharges of non-contact cooling water, untreated storm water, and treated industrial waste and storm water.
The receiving streams, the Ohio River (WWF), Rag Run (WWF), Poorhouse Run (WWF), and Raccoon Creek (WWF) are located in State Water Plan watershed 20-G, 20-B, and 20-D and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 3.75 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.25 Temperature (°F) XXX XXX XXX XXX 110 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Aluminum, Total XXX XXX XXX Report Report XXX Chromium, Hexavalent XXX XXX XXX Report Report XXX Copper, Total XXX XXX XXX Report Report XXX Sulfate, Total XXX XXX XXX Report Report XXX Benzene XXX XXX XXX Report Report XXX Chloride XXX XXX XXX Report Report XXX Bromide XXX XXX XXX Report Report XXX Mercury, Total XXX XXX XXX XXX Report XXX Pentachlorobenzene XXX XXX XXX XXX Report XXX Hexachlorobenzene XXX XXX XXX XXX Report XXX Hexachlorobutadiene XXX XXX XXX XXX Report XXX 1,2,4,5-Tetrachlorobenzene XXX XXX XXX XXX Report XXX 1,2,3,4-Tetrachlorobenzene XXX XXX XXX XXX Report XXX The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 1.28 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Biochemical Oxygen
Demand (BOD5)287 766 XXX 27.0 72.0 90 Total Suspended Solids 458 1487 XXX 43.0 139.0 174 Oil and Grease XXX XXX XXX Report Report XXX 2-Chlorophenol 0.331 1.05 XXX 0.031 0.098 0.122 2,4-Dichlorophenol 0.416 1.20 XXX 0.039 0.112 0.14 2,4-Dimethylphenol 0.192 0.384 XXX 0.018 0.036 0.045 Fluorene 0.235 0.630 XXX 0.022 0.059 0.073 2,4-Dinitrophenol 0.758 1.31 XXX 0.071 0.123 0.153 2,4-Dinitrotoluene 1.21 3.04 XXX 0.113 0.285 0.356 2,6-Dinitrotoluene 2.72 6.85 XXX 0.255 0.641 0.801 4,6-dinitro-o-cresol 0.833 2.96 XXX 0.078 0.277 0.346 2-Nitrophenol 0.437 0.737 XXX 0.041 0.069 0.086 4-Nitrophenol 0.769 1.32 XXX 0.072 0.124 0.155 Phenol 0.160 0.277 XXX 0.015 0.026 0.032 Acenaphthene 0.235 0.630 XXX 0.022 0.059 0.073 Acenaphthylene 0.235 0.630 XXX 0.022 0.059 0.073 Acrylonitrile 1.03 2.59 XXX 0.096 0.242 0.302 Anthracene 0.235 0.630 XXX 0.022 0.059 0.073 Chlorobenzene 0.160 0.299 XXX 0.015 0.028 0.035 1,2-Dichlorobenzene 0.822 1.74 XXX 0.077 0.163 0.203 1,3-Dichlorobenzene 0.331 0.470 XXX 0.031 0.044 0.055 1,4-Dichlorobenzene 0.160 0.299 XXX 0.015 0.028 0.035 1,3-Dichloropropylene 0.309 0.470 XXX 0.029 0.044 0.055 1,2,4-Trichlorobenzene 11.9 29.6 XXX 0.068 0.140 0.175 Ethylbenzene 0.341 1.15 XXX 0.032 0.108 0.135 Hexachlorobenzene 0.160 0.299 XXX 0.015 0.028 0.035 Nitrobenzene 0.288 0.726 XXX 0.027 0.068 0.085 Benzene 0.395 1.45 XXX 0.037 0.136 0.17 Benzo(a)Anthracene 0.235 0.630 XXX 0.022 0.059 0.073 Benzo(a)Pyrene 0.245 0.651 XXX 0.023 0.061 0.076 Benzo(k)Fluoranthene 0.235 0.630 XXX 0.022 0.059 0.073 3,4-Benzofluoranthene 0.245 0.651 XXX 0.023 0.061 0.076 Carbon Tetrachloride 0.192 0.405 XXX 0.018 0.038 0.047 Chloroethane 1.11 2.86 XXX 0.104 0.268 0.335 1,1,1-Trichloroethane 15.5 36.1 XXX 0.021 0.054 0.067 1,1,2-Trichloroethane 4.49 12.8 XXX 0.021 0.054 0.067 1,1-Dichloroethane 0.235 0.630 XXX 0.022 0.059 0.073 1,2-Dichloroethane 0.726 2.25 XXX 0.068 0.211 0.263 1,2-Dichloropropane 1.63 2.46 XXX 0.153 0.230 0.287 Bis(2-Ethylhexyl) Phthalate 1.10 2.98 XXX 0.103 0.279 0.348 Chloroform 0.224 0.491 XXX 0.021 0.046 0.057 Chrysene 0.235 0.630 XXX 0.022 0.059 0.073 Diethyl Phthalate 0.865 2.17 XXX 0.081 0.203 0.253 Dimethyl Phthalate 0.202 0.502 XXX 0.019 0.047 0.058 Di-n-Butyl Phthalate 0.288 0.608 XXX 0.027 0.057 0.071 Fluoranthene 0.267 0.726 XXX 0.025 0.068 0.085 Hexachlorobutadiene 0.213 0.523 XXX 0.020 0.049 0.061 Hexachloroethane 0.224 0.576 XXX 0.021 0.054 0.067 Methyl Chloride 0.918 2.03 XXX 0.086 0.190 0.237 Methylene Chloride 0.427 0.950 XXX 0.040 0.089 0.111 Naphthalene 0.235 0.630 XXX 0.022 0.059 0.073 Phenanthrene 0.235 0.630 XXX 0.022 0.059 0.073 Pyrene 0.267 0.715 XXX 0.025 0.067 0.083 1,1-Dichloroethylene 0.170 0.267 XXX 0.016 0.025 0.031 trans-1,2-Dichloroethylene 0.224 0.576 XXX 0.021 0.054 0.067 Tetrachloroethylene 0.235 0.598 XXX 0.022 0.056 0.07 Toluene 0.277 0.854 XXX 0.026 0.080 0.1 Trichloroethylene 3.42 7.37 XXX 0.021 0.054 0.067 Vinyl Chloride 18.1 42.5 XXX 0.104 0.268 0.335 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 2.47 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX The proposed effluent limits for Outfalls 002, 003, 006—010, 012—014 and 016—023 are for variable discharges of storm water.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX 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 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 Mercury, Total XXX XXX XXX XXX Report XXX Selenium, Total XXX XXX XXX XXX Report XXX Thallium, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 are for variable discharges of untreated storm water.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Biochemical Oxygen
Demand (BOD5)287 766 XXX 27.0 72.0 90 Total Suspended Solids 458 1,487 XXX 43.0 139.0 174 Oil and Grease XXX XXX XXX 15.0 XXX 30.0 2-Chlorophenol 0.331 1.05 XXX 0.031 0.098 0.122 2,4-Dichlorophenol 0.416 1.20 XXX 0.039 0.112 0.14 2,4-Dimethylphenol 0.192 0.384 XXX 0.018 0.036 0.045 Fluorene 0.235 0.630 XXX 0.022 0.059 0.073 2,4-Dinitrophenol 0.758 1.31 XXX 0.071 0.123 0.153 2,4-Dinitrotoluene 1.21 3.04 XXX 0.113 0.285 0.356 2,6-Dinitrotoluene 2.72 6.85 XXX 0.255 0.641 0.801 4,6-dinitro-o-cresol 0.833 2.96 XXX 0.078 0.277 0.346 2-Nitrophenol 0.437 0.737 XXX 0.041 0.069 0.086 4-Nitrophenol 0.769 1.32 XXX 0.072 0.124 0.155 Phenol 0.16 0.28 XXX 0.015 0.026 0.032 Acenaphthene 0.235 0.630 XXX 0.022 0.059 0.073 Acenaphthylene 0.235 0.630 XXX 0.022 0.059 0.073 Acrylonitrile 1.03 2.59 XXX 0.096 0.242 0.302 Anthracene 0.235 0.630 XXX 0.022 0.059 0.073 Chlorobenzene 0.160 0.299 XXX 0.015 0.028 0.035 1,2-Dichlorobenzene 0.822 1.74 XXX 0.077 0.163 0.203 1,3-Dichlorobenzene 0.331 0.470 XXX 0.031 0.044 0.055 1,4-Dichlorobenzene 0.160 0.299 XXX 0.015 0.028 0.035 1,3-Dichloropropylene 0.309 0.470 XXX 0.029 0.044 0.055 1,2,4-Trichlorobenzene 11.9 29.6 XXX 0.068 0.140 0.175 Ethylbenzene 0.341 1.15 XXX 0.032 0.108 0.135 Hexachlorobenzene 0.160 0.299 XXX 0.015 0.028 0.035 Nitrobenzene 0.288 0.726 XXX 0.027 0.068 0.085 Benzene 0.395 1.45 XXX 0.037 0.136 0.17 Benzo(a)Anthracene 0.235 0.630 XXX 0.022 0.059 0.073 Benzo(a)Pyrene 0.245 0.651 XXX 0.023 0.061 0.076 Benzo(k)Fluoranthene 0.235 0.630 XXX 0.022 0.059 0.073 3,4-Benzofluoranthene 0.245 0.651 XXX 0.023 0.061 0.076 Carbon Tetrachloride 0.192 0.405 XXX 0.018 0.038 0.047 Chloroethane 1.11 2.86 XXX 0.104 0.268 0.335 1,1,1-Trichloroethane 15.5 36.1 XXX 0.021 0.054 0.067 1,1,2-Trichloroethane 4.49 12.8 XXX 0.021 0.054 0.067 1,1-Dichloroethane 0.235 0.630 XXX 0.022 0.059 0.073 1,2-Dichloroethane 0.726 2.25 XXX 0.068 0.211 0.263 1,2-Dichloropropane 1.63 2.46 XXX 0.153 0.230 0.287 Bis(2-Ethylhexyl) Phthalate 1.10 2.98 XXX 0.103 0.279 0.348 Chloroform 0.224 0.491 XXX 0.021 0.046 0.057 Chrysene 0.235 0.630 XXX 0.022 0.059 0.073 Diethyl Phthalate 0.865 2.17 XXX 0.081 0.203 0.253 Dimethyl Phthalate 0.202 0.502 XXX 0.019 0.047 0.058 Di-n-Butyl Phthalate 0.288 0.608 XXX 0.027 0.057 0.071 Fluoranthene 0.267 0.726 XXX 0.025 0.068 0.085 Hexachlorobutadiene 0.213 0.523 XXX 0.020 0.049 0.061 Hexachloroethane 0.224 0.576 XXX 0.021 0.054 0.067 Methyl Chloride 0.918 2.03 XXX 0.086 0.190 0.237 Methylene Chloride 0.427 0.950 XXX 0.040 0.089 0.111 Naphthalene 0.235 0.630 XXX 0.022 0.059 0.073 Phenanthrene 0.235 0.630 XXX 0.022 0.059 0.073 Pyrene 0.267 0.715 XXX 0.025 0.067 0.083 1,1-Dichloroethylene 0.170 0.267 XXX 0.016 0.025 0.031 trans-1,2-Dichloroethylene 0.224 0.576 XXX 0.021 0.054 0.067 Tetrachloroethylene 0.235 0.598 XXX 0.022 0.056 0.07 Toluene 0.277 0.854 XXX 0.026 0.080 0.1 Trichloroethylene 3.42 7.37 XXX 0.021 0.054 0.067 Vinyl Chloride 18.1 42.5 XXX 0.104 0.268 0.335 The proposed effluent limits for Outfall 005 are based on a design flow of 0.0428 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
QuarterlyDaily
MaximumDaily
MinimumAverage
QuarterlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX Nitrate-Nitrite as N XXX XXX XXX Report Report XXX Arsenic, Total XXX XXX XXX Report Report XXX Cadmium, Total XXX XXX XXX 0.2 0.5 XXX Chromium, Hexavalent XXX XXX XXX 0.2 0.5 XXX Lead, Total XXX XXX XXX 0.2 0.5 XXX Mercury, Total XXX XXX XXX Report Report XXX Selenium, Total XXX XXX XXX 0.2 0.5 XXX The proposed effluent limits for Internal Monitoring Point 108 are for variable discharges of hydrostatic test water.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 0.05 Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0 Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 Benzene XXX XXX XXX XXX XXX 0.0025 BTEX, Total XXX XXX XXX XXX XXX 0.25 The proposed effluent limits for Outfall 011 are based on a design flow of 0.69 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
MonthlyDaily
MaximumDaily
MinimumAverage
MonthlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX The proposed effluent limits for Outfall 015 are for variable discharges of groundwater.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average
QuarterlyDaily
MaximumDaily
MinimumAverage
QuarterlyDaily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX Oil and Grease XXX XXX XXX 15.0 20.0 XXX Antimony, Total XXX XXX XXX XXX Report XXX Arsenic, Total XXX XXX XXX XXX Report XXX Boron, Total XXX XXX XXX XXX Report XXX Cadmium, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Manganese, Total XXX XXX XXX XXX Report XXX Mercury, Total XXX XXX XXX XXX Report XXX Nickel, Total XXX XXX XXX XXX Report XXX Selenium, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions: requirements applicable to storm water outfalls associated with industrial activities and construction activities, post-construction storm water management, chemical additives, and post-startup effluent analyses. Also, to minimize adverse impacts from impingement and entrainment and comply with Best Technology Available (BTA) requirements for cooling water intake structures under Section 316(b) of the Clean Water Act, the permittee shall: 1) operate a closed cycle recirculating system as defined at 40 CFR 125.92(c); and 2) monitor the actual intake flows at a minimum frequency of daily, including measurements of cooling water withdrawals, make-up water and blow down volume or, alternatively, monitor cycles of concentration at a minimum frequency of daily. The permittee shall submit all monitoring data with the next permit renewal application and shall retain data and other records for any information developed pursuant to Section 316(b) of the Clean Water Act for a minimum of ten years.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is not in effect.
Central Office, Bureau of Clean Water: Environmental Program Manager, P.O. Box 8774, Harrisburg, PA 17105, Phone: 717.787.5017.NPDES Permit No. PA0207849, Industrial, SIC Code 4619, Williams Gas Pipeline Transco, 2800 Oak Post Boulevard Level 11, Houston, TX 77056.
This proposed facility is located in multiple municipalities in Clinton, Columbia, Luzerne, Lycoming and Schuylkill Counties.
Description of Proposed Action/Activity: Issuance of an NPDES Permit for a new discharge of hydrostatic test water.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P.S. §§ 691.1—691.1001).
Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.
WQM Permit No. 4598410 A-3, Sewage, Comm Utilities of Pennsylvania, 570 Hallet Road, East Stroudsburg, PA 18301.
This existing facility is located in Stroud Township, Monroe County.
Description of Proposed Action/Activity: A WQM Permit Amendment to improve performance of an existing STP by the addition of a new clarifier distribution box, new polymer feed system and improvements to the other existing chemical feed systems at the Penn Estates discharging thru their existing NPDES Permit No. PA0060283.
Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
WQM Permit No. 3120401, Sewerage, Carey L. Lightner, 7072 Diamond Valley Road, Alexandria, PA 16611.
This proposed facility is located in Logan Township, Huntingdon County.
Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of a single residence sewage treatment plant to serve their residence at 6018 Diehl Road.
WQM Permit No. 3120402, Sewerage, Christine Corl, 8466 Standing Stone Road, Huntingdon, PA 16652.
This proposed facility is located in Oneida Township, Huntingdon County.
Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of a single residence sewage treatment plant to serve their residence.
Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 0320403, Sewage, Manor Township Joint Municipal Authority, 160 Schley Street, Ford Cliff, PA 16228.
This proposed facility is located in Manor Township, Armstrong County.
Description of Proposed Action/Activity: Replacement of existing Manorville Sewage Pump Station with new pump station with larger wet well capacity.
WQM Permit No. 2020402, Sewage, Ida Mae Acker Estate, 703 Dahlia Drive, Monroeville, PA 15146-1217.
This proposed facility is located in Woodcock Township, Crawford County.
Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.
WQM Permit No. 1020412, Sewage, Tammy King, 120 McGrady Hollow Road, Butler, PA 16002-1056.
This proposed facility is located in Summit Township, Butler County.
Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.
WQM Permit No. 1020411, Sewage, Michael Kraynik, 205 Blossom Drive, Butler, PA 16001-8809.
This proposed facility is located in Butler Township, Butler County.
Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.
WQM Permit No. 2077403 A-3, Sewage, Saegertown Borough Area Sewer Authority, P.O. Box 334, Saegertown, PA 16433-0334.
This existing facility is located in Saegertown Borough, Crawford County.
Description of Proposed Action/Activity: Addition of sodium bisulfite to effluent stream for dechlorination.
WQM Permit No. WQG02252001, Sewage, Washington Township Sewer Authority, 11800 Edinboro Road, Edinboro, PA 16412.
This proposed facility is located in Edinboro Borough, Erie County.
Description of Proposed Action/Activity: Sewage extension for Hornblower Renown Hills Subdivision No. 2.
WQM Permit No. 4369409 A-1, Sewage, MGC Holiday LLC, 1337 Butler Pike, Mercer, PA 16137-6211.
This existing facility is located in Findley Township, Mercer County.
Description of Proposed Action/Activity: Upgrade the Mercer Grove City KOA Campground wastewater treatment plant.
WQM Permit No. 2020403, Sewage, Mary DeKruif, 8734 Franklin Pike, Meadville, PA 16335-5106.
This proposed facility is located in West Mead Township, Crawford County.
Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities.
Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.
Contact: Gillian Ostrum, Clerk Typist 2, 570-830-3077.
Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401, 610-391-9583.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving
Water/UsePAD390157 Allentown Economic
Development Corporation
905 Harrison St.
Allentown, PA 18103Lehigh City of Allentown Little Lehigh Creek
(HQ-CWF, MF)PAD390166 PPL Electric Utilities
Corporation
2 North Ninth St.
GENN 4
Allentown, PA 18101Lehigh Lower Milford Township Hosensack Creek—
(HQ-CWF, MF)Monroe County Conservation District, 8050 Running Valley Road, Stroudsburg, PA 18347, 570-629-3060.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving
Water/UsePAD450115 Castle Rock Realty Company
P.O. Box 190,
Mount Pocono, PA 18344Monroe Coolbaugh and
Tobyhanna TownshipsIndian Run (EV) PAD450112 Nish Nick, Inc.
30 Jade Lane
Phillipsburg, NJ 08865Monroe Tobyhanna Township Goose Run
(HQ-CWF, MF)Northampton County Conservation District, 14 Gracedale Ave, Greystone Building, Nazareth, PA 18064-9211, 610-829-6276.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving
Water/UsePAD480131 Lehigh Valley Academy
Regional Charter School
1560 Valley Center Parkway
Suite 180
Bethlehem, PA 18017Northampton Bethlehem Township Monocacy Creek
(HQ-CWF, MF)Southcentral Region: Waterways & Wetlands Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving
Water/UsePAD280008 Jaindl Land Company
3150 Coffeetown Road
Orefield, PA 18069
Franklin Greene Township UNT Conococheague Creek
(CWF, MF)
Rowe Run
(CWF, MF)PAC060242 RAR2 Bethel Industrial, LLC
171 State Route 173
Asbury, NJ 08802
Berks Bethel Township UNT Little
Swatara Creek
(CWF, MF)
UNT Mill Creek
(CWF, MF)Lancaster County Conservation District: 1383 Arcadia Road, Room 200, Lancaster, PA 17601-3149.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving
Water/UsePAD360061 M5v2, LLC
187 Merts Drive
Elizabethtown, PA 17022Lancaster Rapho Township UNT to Chiques Creek/WWF
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