NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[38 Pa.B. 6378]
[Saturday, November 22, 2008]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION 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 related to 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 (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
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 a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the 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 an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional 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. Comments 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 a public hearing 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: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA 0042048
(Minor Sewage)Conyngham Borough Authority
P. O. Box 469
Conyngham, PA 18219-0469Sugarloaf Township
Luzerne CountyLittle Nescopeck Creek
05DY Chesapeake Bay nutrient monitoring requirements for Ammonia Nitrogen, Kjeldahl Nitrogen, Nitrite-Nitrate as N, Total Nitrogen and Total Phosphorus are being added to this permit.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
PA0002941-A1, Industrial Waste, SIC 4911, Allegheny Energy Supply Company, LLC, 800 Cabin Hill Drive, Greensburg, PA 15601. This application is for amendment of an NPDES permit to discharge treated process water, stormwater, leachate, untreated cooling water and stormwater from Hatfield's Ferry Power Station in Monongahela Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, of Monongahela River (Outfalls 006, 007, 014, 015, 021 and 022), UNT Little Whiteley Creek (Outfalls 016 and 017), and a UNT Monongahela River (Outfalls 018--020) all classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Carmichael Municipal Water Authority, located in Carmichael, PA, 3.5 miles below the discharge point.
Internal Outfall 206: new discharge, proposed flow of 1.21 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
TSS 30 100 Oil and Grease 15 20 Cadmium Monitor and Report
Mercury Monitor and Report
Selenium Monitor and Report
Thallium Monitor and Report
pH not less than 6.0 nor greater than 9.0 Internal Outfall 306: new discharge, design flow of 0.475 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 100 Oil and Grease 15 20 Aluminum Monitor and Report
Arsenic Monitor and Report Beryllium 0.005 0.01 Boron Monitor and Report
Cadmium Monitor and Report
Chromium III Monitor and Report
Chlorides Monitor and Report
Copper 0.1 0.2 Iron, total Monitor and Report
Iron, dissolved Monitor and Report
Lead 0.1 0.2 Manganese Monitor and Report
Mercury 0.005 0.01 Nickel Monitor and Report
Selenium 2.0 4.0 Silver 0.05 0.1 Thallium Monitor and Report
Zinc Monitor and Report TDS Monitor and Report
Sulfate Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge, interim limits, existing flow of 3.21 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 100 Oil and Grease 15 20 30 Cadmium Monitor and Report
Mercury Monitor and Report
Selenium Monitor and Report
Thallium Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge, final limits, proposed flow 1.68 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 100 Oil and Grease 15 20 30 Cadmium 0.01 0.02 Mercury 0.002 0.004 Selenium 0.2 0.4 Thallium 0.066 0.132 Total Dissolved Solids 500 750 Sulfate 250 pH not less than 6.0 nor greater than 9.0 Outfall 007: existing discharge, interim limits, average flow of 0.1266 mgd and maximum daily flow of 0.576 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 100 Aluminum 0.6 1.2 Iron 1.8 3.6 Thallium 0.0021 0.0042 Manganese 1.2 2.4 pH not less than 6.0 nor greater than 9.0
Outfall 007: existing discharge, final limits, average flow of 0.1266 mgd and maximum daily flow of 0.576 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 100 Aluminum 0.6 1.2 Iron 1.8 3.6 Thallium 0.0021 0.0042 Manganese 1.2 2.4 pH not less than 6.0 nor greater than 9.0 Internal Outfall 114: new discharge, average flow of 0.164 mgd and maximum daily flow of 0.379 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report
Boron Monitor and Report
Selenium Monitor and Report
Thallium Monitor and Report pH not less than 6.0 nor greater than 9.0
Internal Outfall 214: new discharge, flow of 0.001 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS Monitor and Report Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report
Boron Monitor and Report
Selenium Monitor and Report
Thallium Monitor and Report
pH not less than 6.0 nor greater than 9.0 Internal Outfall 314: new discharge, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report
pH not less than 6.0 nor greater than 9.0 Internal Outfall 414: new discharge, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 014: new discharge, average flow of 0.164 mgd and maximum daily flow of 27.82 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 pH not less than 6.0 nor greater than 9.0 Outfall 015: new discharge, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report
Boron Monitor and Report
Selenium Monitor and Report
Thallium Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfalls 016--020: varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges shall consist solely of uncontaminated stormwater runoff.
Outfall 021: new discharge, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report Manganese Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 022: new discharge, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Oil and Grease Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report
Manganese Monitor and Report
pH not less than 6.0 nor greater than 9.0 Internal Outfall 106 has been deleted from the permit.
The EPA waiver is not in effect.
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.PA0011631A1, Industrial Waste, SIC 4911, Exelon Generation Company, LLC, 200 Exelon Way, Kennett Square, PA 19348. This proposed facility is located in East Pikeland Township, Chester County.
Description of Proposed Activity: Amendment of an NPDES permit to discharge treated process wastewater and cooling water from Cromby Generating Station.
The receiving streams, the Schuylkill River and Stony Run, are in the State Water Plan Watershed 3D and are classified for WWF, HQ-TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Phoenixville (Intake No. 1) is located on the Schuylkill River and is 0.65 mile below the point of discharge.
The proposed changes to the effluent limits in the existing permit are based on negotiations between the Department of Environmental Protection and the permittee as a result of an appeal filed by the permittee.
(i) The limits for Spectrus CT 1300 at Outfalls 004--006 and 010 are changed from Nondetectable to 0.05 mg/l.
(ii) The limits for Spectrus OX 1200 at Outfall 006 are removed.
The following new special conditions are added to the permit:
1. Capacity Emergency.
2. Contingency Plan for Continuous Monitoring Equipment.
3. Monitoring During Shut Down.
4. Rerouting of Outfalls 004 and 006.
PA0057339, Sewage, Brian and Cheryl Davidson, 209 Poplar Road, Honey Brook, PA 19344. This proposed facility is located in Honey Brook Township, Chester County.
Description of Proposed Activity: This application is for renewal of an NPDES permit for the existing discharge of treated sewage from a single-residence sewage treatment plant.
The receiving stream, a UNT to West Branch Brandywine Creek, is in the State Water Plan Watershed 3H and is classified for: HQ-TSF and MF.
The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 10 20 Ammonia as N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Total Residual Chlorine Monitor and Report
Monitor and
Report
Fecal Coliform 200/100 ml
Geometric Mean
1,000/100 ml
Dissolved Oxygen Minimum of 6.0 mg/l at all times
pH Within limits of 6.0 to 9.0 Standard Units at all times In addition to the effluent limits, the permit contains the following major special conditions:
1. AMR Submittal to the Department of Environmental Protection.
2. Abandon STP when Municipal Sewers Available.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Total Residual Chlorine Requirement.
8. Proper Sludge Disposal.
9. Fecal Coliform I-max Reporting.PA0050750, Sewage, UMH Properties, Inc., 3499 Route 9 North, Suite 3C, Freehold, NJ 07728. This existing facility is located in Penn Township, Chester County.
Description of Proposed Activity: Renewal of the NPDES permit for discharge of treated sewage from the sewage treatment plant serving Oxford Village Mobile Home Park.
The receiving stream, East Branch Big Elk Creek, is in the State Water Plan Watershed 7K, within the Chesapeake Bay Watershed and is classified for: HQ-TSF; MF. This facility is a Phase 5, smaller discharger as described in Pennsylvania's Chesapeake Bay Tributary Strategy.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.047 mgd:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Ammonia (as N) 20 40 Total Residual Chlorine 0.5 1.2 Fecal Coliform (5-1 to 9-30) 200/100 ml Geometric Mean
1,000/100 ml
(10-1 to 4-30) 2,000/100 ml Geometric Mean
Dissolved Oxygen Minimum of 2.0 mg/l at all times
pH Within limits of 6.0 to 9.0 Standard Units at all times As a Phase 5 smaller discharger, the facility is given the option to monitor levels of Total Nitrogen (TN) and Total Phosphorus (TP) for 2 years, as part of this permit renewal or a subsequent renewal, for the purpose of data collection to establish existing performance for TN and TP effluent quality. If the facility chooses to monitor with this renewal, the following monitoring requirements are proposed for Outfall 001:
Mass (lbs) Concentration (mg/l) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia as N Report
Report
Report
Kjeldahl-N Report
Report Nitrate-Nitrite as N Report
Report Total Nitrogen Report
Report
Report
Total Phosphorus Report
Report
Report
In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Operator.
2. Abandon STP When Municipal Sewers Available.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Total Residual Chlorine Requirement.
8. Sludge Disposal Requirement.
9. 2/Month Sampling.
10. Laboratory Certification.
11. Certified Operator.
12. Instantaneous Max Requirements.
13. Fecal Coliform I-max Reporting.
14. Fecal Coliform 10% Rule.PA0039004, Sewage, SIC 4952, Upper Gwynedd-Towamencin Municipal Authority, 225 Kriebel Road, Lansdale, PA 19446. This proposed facility is located in Towamencin Township, Montgomery County.
Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge treated sewage from Upper Gwyneed Towamencin Municipal Authority's sewage treatment plant in Towamencin Township, Montgomery County. This is an existing discharge to Towamencin Creek.
The receiving stream, Towamencin Creek, is in the State Water Plan Watershed 3E and is classified for: TSF. The nearest downstream public water supply intake for Aqua Pennsylvania is located near the mouth of the Perkiomen Creek which is more than 10 miles downstream below the point of discharge.
The proposed effluent limits for Outfalls 003 and 001 (only during emergency) are based on a design flow of 6.5.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 0.7 1.4 (11-1 to 4-30) 1.7 3.4 Phosphorus (as P) (11-1 to 4-30) 1.0 2.0 (4-1 to 10-31) 2.0 4.0 Fecal Coliform 200 colonies/100 ml as a Geometric Average Dissolved Oxygen Minimum of 5.0 mg/l at all times pH Within limits of 6.0 to 9.0 Standard Units at all times
Total Residual Chlorine 0.014 0.047 Cyanide, Free 0.0054 0.0084 (maximum daily)
Iron, Total 1.56 Copper, Total Monitor and Report
Cadmium, Total Monitor and Report
Lead, Total Monitor and Report
Mercury, Total Monitor and Report Zinc, Total Monitor and Report
The proposed effluent limits for Outfalls 004--007 which are stormwater outfalls are as follows (monitoring is required once per year at Outfall 005 only):
Average Instantaneous Parameter Annual (mg/l) Maximum (mg/l) CBOD5 Monitor and Report
Monitor and Report
COD Monitor and Report
Monitor and Report Oil and Grease Monitor and Report
Monitor and Report
pH Monitor and Report
Monitor and Report
Total Suspended Solids Monitor and Report
Monitor and Report Total Kjeldahl Nitrogen Monitor and Report
Monitor and Report
Total Phosphorus Monitor and Report
Monitor and Report Iron (Dissolved) Monitor and Report
Monitor and Report Other Conditions:
The EPA waiver is not in effect.
Major Permit Conditions:
Implementation of industrial pretreatment program requirements.
Effective disinfection.
Special Test Methods for certain pollutants.
Whole Effluent Toxicity Test Requirement.
High Flow Maintenance Plan Requirement.
PA0023949, Sewage, SIC 4952, Brookhaven Borough, 2 Cambridge Road, Brookhaven, PA 19015. This proposed facility is located in Brookhaven Borough, Delaware County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated sewage from the Brookhaven Borough STP.
The receiving stream, Chester Creek, is in the State Water Plan Watershed 3G and is classified for: WWF, aquatic life, water supply and recreation. There is no downstream public water supply intake below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.192 mgd:
Average Average Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 TSS 30 45 60 NH3-N (5-1 to 10-31) 5.0 10.0 (11-1 to 4-30) 15.0 30.0 Phosphorus, Total (Years 1--2) Monitor and Report
Monitor and Report
(5-1 to 10-31) (Years 3--5) 1.0 2.0 (11-1 to 4-30) (Years 3--5) 2.0 4.0 Fecal Coliform # 200/100 ml
# 1,000/100 ml
Dissolved Oxygen 3.0 (Instantaneous Minimum)
TRC 0.5 1.0 pH 6.0 to 9.0 Standard Units at all times In addition to the effluent limits, the permit contains the following major special conditions:
1. Operator Notification.
2. Average Weekly Definition.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Chlorine Minimization.
8. Proper Sludge Disposal.
9. TMDL/WLA Analysis.
10. Operator Education.
11. I-max Limits.
12. Laboratory Certification.
13. Fecal Coliform Reporting.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0263435, Sewage, Matric Limited, Inc., 2099 Hill City Road, Seneca, PA 16346-3711. This proposed facility is located in Cranberry Township, Venango County.
Description of Proposed Activity: New NPDES Permit for a new discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Emlenton Water Company located on Allegheny River and is approximately 47.2 miles below point of discharge.
The receiving stream, Slate Run, is in Watershed 16-E and classified for: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0068 mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 10 20 Total Suspended Solids 10 20 Total Nitrogen 5 10 Fecal Coliform (5-1 to 9-30) 200/100 ml as a Geometric Average
(10-1 to 4-30) 2,000/100 ml as a Geometric Average
Total Residual Chlorine 0.5 1.2 Dissolved Oxygen Minimum of 6 mg/l at all times
Phosphorus as ''P'' 0.5 1.0 pH 6.0 to 9.0 Standard Units at all times XX--Monitor and report on monthly DMRs.
The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
WQM Permit No. 0908403, Sewerage, Chalfont-New Britian Township Joint Sewer Authority, 1645 Upper State Road, Doylestown, PA 18901-2666. This proposed facility is located in Chalfont Borough, Bucks County.
Description of Action/Activity: Replacement of approximately 7,320 linear feet of interceptor pipe and 29 manholes.
WQM Permit No. 1508414, Sewerage, Oxford Area Sewer Authority, 401 East Market Street, P. O. Box 380, Oxford, PA 19363. This proposed facility is located in Lower Oxford Township, Chester County.
Description of Action/Activity: Construction and operation of a wastewater pump station for Oxford Commons commercial development.
WQM Permit No. 4693430, Sewerage, Amendment, Bucks County Water and Sewer Authority, 1272 Almshouse Road, Warrington, PA 18976-1413. This proposed facility is located in Upper Dublin Township, Bucks County.
Description of Action/Activity: Addition proposed chemical feed system.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 0307202-A2, Industrial Waste, Reliant Energy NE Mgmt. Co., 121 Champion Way, Suite 200, Canonsburg, PA 15317. This existing facility is located in Plumcreek, Burrell, Kittanning, Manor and Bethel Townships, Armstrong County.
Description of Proposed Action/Activity: Permit amendment application for the Keystone Generating Station Pipeline.
WQM Permit No. 467S021-A4, Sewerage, Masontown Borough, 2 Court Avenue, Masontown, PA 15461-1841. This existing facility is located in Masontown Borough, Fayette County.
Description of Proposed Action/Activity: Permit amendment application for the Big Run Sewage Treatment Plant.
WQM Permit No. 467S035-A3, Sewerage, Masontown Borough, 2 Court Avenue, Masontown, PA 15461-1841. This existing facility is located in Masontown Borough, Fayette County.
Description of Proposed Action/Activity: Permit amendment application for the Cats Run Sewage Treatment Plant.
WQM Permit No. 468S079-A4, Sewerage, Municipality of Penn Hills, 12245 Frankstown Road, Pittsburgh, PA 15235. This existing facility is located in Penn Hills Township, Allegheny County.
Description of Proposed Action/Activity: Permit amendment application for the Long Run equalization facility and pump station.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 1608402, Sewerage, Foxburg Area Water and Sewer Authority and the Borough of Foxburg, P. O. Box 327, Foxburg, PA 16036. This proposed facility is located in Foxburg Borough, Clarion County.
Description of Proposed Action/Activity: This project will consist of an expansion from the current sewage treatment plant permitted capacity of 85,000 gpd to 160,000 gpd.
WQM Permit No. 6188404, Sewerage, Amendment No. 1, Borough of Pleasantville, P. O. Box 150, 114 West State Street, Pleasantville, PA 16341. This proposed facility is located in Pleasantville Borough, Venango County.
Description of Proposed Action/Activity: This is an amendment of a permit which requires new construction. The major components of this project would involve the replacement of the barscreen with a fine screen, replacement/upgrading of Sequencing Batch Reactor and digester components, replacement of chlorination disinfection with Ultra Violet disinfection and upgrades to the existing Sludge Drying Beds.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. Applications for NPDES Wavier Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI01
1508071Department of Transportation
7000 Geerdes Boulevard
King of Prussia, PA 19406Chester Charlestown Township Valley Creek
EV
Pickering Creek
HQ-TSFPAI01
2308010Anderson and Anderson, LLC
4511 Helton Drive
Florence, AL 35630Delaware Lower and Upper Chichester Townships Naamans Creek at Marcus Hook Creek
WWF-WWFNortheast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Northampton County Conservation District: Greystone Building, Gracedale Complex, Nazareth, PA 18064-9211, (610) 746-1971.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI024808016 Department of General Services
18th and Herr Streets
Harrisburg, PA 17120Northampton Bushkill Township Bushkill Creek
HQ-CWFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI033608007 Brian M. Landis
364 Fulton View Road
Quarryville, PA 17566Lancaster Fulton and East Drumore Townships UNT to Conowingo Creek
HQ-CWFNorthcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
Centre County Conservation District: 414 Holmes Avenue, Suite 4, Bellefonte, PA 16823, (814) 355-6817.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI041408013 Thomas F. Songer, II
Torron Group, LP
Zion Manor
2601 Gateway Drive
Suite 175
State College, PA 16801Centre Walker Township UNT to Little Fishing Creek
HQ-CWFPotter County Conservation District: 107 Market Street, Coudersport, PA 16915, (814) 274-8411, Ext. 4.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI045308002 Department of Transportation
1924 Daisy Street Extension
P. O. Box 342
Clearfield, PA 16830-0342Potter Portage and Sylvania Townships First Fork of the Sinnemahoning
HQ-CWF
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 Concentrated Animal Feeding Operations (CAFOs) PAG-13 Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
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