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PA Bulletin, Doc. No. 08-2108

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 &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N ?
PA 0042048
(Minor Sewage)
Conyngham Borough Authority
P. O. Box 469
Conyngham, PA 18219-0469
Sugarloaf Township
Luzerne County
Little Nescopeck Creek
05D
Y

   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 0.10.2
Iron, total Monitor and Report
Iron, dissolved Monitor and Report
Lead 0.10.2
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 0.61.2
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
ParametersMonthlyDailyMonthlyDailyMaximum (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:

AverageInstantaneous
Parameter Monthly (mg/l) Maximum (mg/l)
CBOD525 50
Total Suspended Solids30 60
Ammonia (as N)20 40
Total Residual Chlorine0.5 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 OxygenMinimum 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.

AverageAverageInstantaneous
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):

AverageInstantaneous
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
ParametersMonthly (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
AverageAverageAverageAverageInstantaneous
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 &
Address
County Municipality Receiving
Water/Use
PAI01
1508071
Department of Transportation
7000 Geerdes Boulevard
King of Prussia, PA 19406
Chester Charlestown Township Valley Creek
EV
Pickering Creek
HQ-TSF
PAI01
2308010
Anderson and Anderson, LLC
4511 Helton Drive
Florence, AL 35630
Delaware Lower and Upper Chichester Townships Naamans Creek at Marcus Hook Creek
WWF-WWF

   Northeast 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 &
Address
County Municipality Receiving
Water/Use
PAI024808016 Department of General Services
18th and Herr Streets
Harrisburg, PA 17120
Northampton Bushkill Township Bushkill Creek
HQ-CWF

   Southcentral Region:  Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI033608007 Brian M. Landis
364 Fulton View Road
Quarryville, PA 17566
Lancaster Fulton and East Drumore Townships UNT to Conowingo Creek
HQ-CWF

   Northcentral 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 &
Address
County Municipality Receiving
Water/Use
PAI041408013 Thomas F. Songer, II
Torron Group, LP
Zion Manor
2601 Gateway Drive
Suite 175
State College, PA 16801
Centre Walker Township UNT to Little Fishing Creek
HQ-CWF

   Potter County Conservation District:  107 Market Street, Coudersport, PA 16915, (814) 274-8411, Ext. 4.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI045308002 Department of Transportation
1924 Daisy Street Extension
P. O. Box 342
Clearfield, PA 16830-0342
Potter 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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