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PA Bulletin, Doc. No. 08-400

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[38 Pa.B. 1174]
[Saturday, March 8, 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 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

   Southcentral Region:  Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N ?
PA0085570
(IW)
Millersburg Area Authority
101 West Street
Millersburg, PA 17061-1321
Dauphin County
Upper Paxton Township
Wiconisco Creek
6C
Y

   Northwest Region:  Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N ?
PA0103519 Whitehall Camp
Western Pennsylvania Church of God
514 Whitehall Road
Emlenton, PA 16373
Richland Township
Venango County
UNT to Richey Run Y
PA0222267 Lovett's Manufactured Home Park
Dennis P. and Laura A. Baker
R. R. 2
Box 141-A
Corry, PA 16407
Washington Township
Erie County
Darrows Creek
16-A
Y

II.  Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications

   Southeast Region:  Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.

   NPDES PA0012777, Industrial Waste, SIC Codes 2891 and 2879, Rohm & Haas Chemicals, LLC, 5000 Richmond Street, Philadelphia, PA 19137. This proposed facility is located in the City of Philadelphia, Philadelphia County.

   Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge noncontact cooling water and stormwater form Rohm & Haas--Philadelphia Plant through three outfalls in Frankford Inlet and Delaware Estuary Zone 3.

   The receiving stream, Delaware River, is in the State Water Plan Watershed 3J and is classified as WWF. There is no downstream public water supply intake in Pennsylvania.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.85 mgd and are as follows:

InstantaneousMonthlyDailyInstantaneous
Parameter Minimum (mg/l) Average (mg/l) Maximum (mg/l) Maximum(2) (mg/l)
Flow (mgd)
Temperature (° F) 98
pH (Standard Units) 6.0 9.0
Total Suspended Solids (NET) 30 60 75
Total Suspended Solids (Influent) Monitor and
Report
Monitor and
Report
Monitor and
Report
Total Suspended Solids (Effluent) Monitor and
Report
Monitor and
Report
Monitor and
Report
PCBs, Total Monitor and
Report
Biological Oxygen Demand* Monitor and
Report
Chemical Oxygen Demand* Monitor and
Report
Total Kjeldahl Nitrogen* Monitor and
Report
Nitrate plus Nitrite as Nitrogen* Monitor and
Report
Total Phosphorus* Monitor and
Report
pH (Standard Units)* Monitor and
Report
Instantaneous Minimum
Monitor and
Report

   * These are stormwater parameters. Sample shall be taken during storm event.

   The proposed effluent limits for Outfall 003 are based on a design flow of 0.12 mgd and are as follows:

InstantaneousMonthlyDailyInstantaneous
Parameter Minimum (mg/l) Average (mg/l) Maximum (mg/l) Maximum(2) (mg/l)
Flow (mgd)
Temperature (° F) 98
pH (Standard Units) 6.0 9.0
Biological Oxygen Demand* Monitor and
Report
Chemical Oxygen Demand* Monitor and
Report
Total Kjeldahl Nitrogen* Monitor and
Report
Nitrate plus Nitrite as Nitrogen* Monitor and
Report
Total Phosphorus* Monitor and
Report
pH (Standard Units)* Monitor and
Report
Instantaneous Minimum
Monitor and
Report

   * These are stormwater parameters. Sample shall be taken during stormwater event.

   The proposed effluent limits for Outfall 007 for stormwater runoff are as follows:

InstantaneousMonthlyDailyInstantaneous
ParameterMinimum (mg/l) Average (mg/l) Maximum (mg/l) Maximum(2) (mg/l)
Biological Oxygen Demand* Monitor and
Report
Chemical Oxygen Demand* Monitor and
Report
Total Kjeldahl Nitrogen* Monitor and
Report
Nitrate plus Nitrite as Nitrogen* Monitor and
Report
Total Phosphorus* Monitor and
Report
pH (Standard Units)* Monitor and
Report
Instantaneous Minimum
Monitor and
Report

   * These are stormwater parameters. Sample shall be taken during storm event.

   In addition to the effluent limits, the permit contains the following major special conditions:

   1. Stormwater Monitoring Requirements.

   2. PCBs Monitoring Requirements.

   EPA waiver is not in effect.

   PA0035769 Amendment No. 2, Sewage Waste, SIC 2011, 2048, 2077 and 2875; Smithfield Beef Group--Souderton, Inc. (formerly Moyer Packing Company), 2580 University Avenue, Green Bay, WI 54311. Facility is located at 741 Souder Road, Elroy, PA 18964.

   Description of Proposed Activity: Discharge of treated wastewater from a facility serving beef and rendering operations in Franconia Township, Montgomery County.

   The receiving stream Skippack Creek is in the State Water Plan Watershed 3E and is classified for: TSF.

   The proposed effluent limits for Outfall 001, based on an average flow of 0.75 mgd, are as follows:

AverageMaximumInstantaneous
Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l)
CBOD5
   (5-1 to 10-31) 10 20 25
   (11-1 to 4-10) 20 40 50
Total Suspended Solids 30 60 75
Oil and Grease 15 25 30
Fecal Coliform
   col./100 ml 200 1,000
pH Within limits of 6.0 to 9.0 Standard Units at all times
Phosphorus as P
   (4-1 to 10-31) 0.80 1.60 2.00
   (11-1 to 3-31) 1.60 3.2 4.00
Ammonia as N
   (5-1 to 10-31) 1.2 2.4 3.0
   (11-1 to 4-30) 3.6 7.2 9.0
Dissolved Oxygen Minimum of 5.0 mg/l at all times
Total Residual Chlorine 0.024 0.094
Osmotic Pressure 95 Milliosmoles/Kg as Maximum Daily
Total Dissolved Solids 3,100 6,200 7,750
Total Nitrogen Monitor
Monitor

   The proposed effluent limits for stormwater Outfalls MP 101, 002--004 are as follows:

AverageMaximumInstantaneous
Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l)
CBOD5 Monitor and Report
COD Monitor and Report
Oil and Grease Monitor and Report
pH Monitor and Report
Suspended Solids Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Total Phosphorus Monitor and Report
Iron (Dissolved) Monitor and Report

   The EPA waiver is not in effect. In addition to the effluent limits, the permit contains the following major special conditions:

   1. Remedial Measures.

   2. BAT/ELG Reopener.

   3. TMDL/WLA Analysis.

   4. Requirements for Stormwater Outfalls.

   5. Laboratory Certification.

   6. Certified Operator.

   7. Inspection of Stream at Outfall 001.

   8. Develop a PPC Plan.

   9. Inspection of the Outfall and Stream Conditions.

   10. Develop a Sampling Plan.

   11. Develop an Operations and Maintenance Plan.


   Southcentral Region:  Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

   Application No. PA0085111, Industrial Waste, SIC Code 4941, Altoona City Authority (Tipton Plant), 20 Greenwood Road, Altoona, PA 16602-7114. This facility is located in Antis Township, Blair County.

   Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated industrial waste.

   The receiving stream, Tipton Run, is in Watershed 11-A and classified for HQ-CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Newport Borough Water Authority located on the Juniata River, approximately 116 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.8 mgd are:

Concentration (mg/l)
AverageMaximumInstantaneous
Parameter Monthly Daily Maximum
pH From 6.0 to 9.0 inclusive
Total Aluminum 0.260.52 0.65

   Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.

   The EPA waiver is in effect.


   Southwest Regional Office:  Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.

   PA0000647, Industrial Waste, SIC 8731, Crucible Research, Division of Crucible Materials Corporation, 6003 Campbells Run Road, Pittsburgh, PA 15205-1022. This application is for renewal of an NPDES permit to discharge treated process water, stormwater and untreated cooling water from the Crucible Research facility in Robinson Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, Campbells Run, 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 West View Municipal Authority, located on the Ohio River over 15 miles below the discharge point.

   Outfall 001:  existing discharge, design flow of 0.0096 mgd.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Oil and Grease 15 30
Temperature (° F) 110
pH not less than 6.0 nor greater than 9.0

   Other Conditions: Priority pollutant sampling, residual waste disposal, floating materials control, no net addition of pollutants to cooling waters, stormwater and temperature controls, chemical additives, Toxics Reduction Evaluation requirements for mercury, discharge and dilution prohibitions and biannual sampling or employee training.

   The EPA waiver is in effect.

   PAS406101, Industrial Waste, SIC 4953, Siemens Water Technologies Corp., 118 Park Road, Darlington, PA 16115. This application is for renewal of an NPDES permit to discharge stormwater from a carbon reactivation plant in Darlington Township, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, North Branch Little Beaver Creek classified as a HQ-CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Steubenville Water Authority, located in Steubenville, OH, 30 miles below the discharge point.

   Outfall 001:  existing discharge of stormwater.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Total Suspended Solids Monitor and Report
Chemical Oxygen Demand Monitor and Report
pH Monitor and Report

   Other Conditions:  Residual waste disposal, floating materials control, stormwater controls and a Stormwater Pollution Prevention Plan.

   The EPA waiver is in effect.

   PA0007196, Sewage, Charles Shay, 12840 Route 286 West, Clarksburg, PA 15725. This application is for renewal of an NPDES permit to discharge treated sewage from Charles Shay Sewage Treatment Plant in Young Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Blacklegs Creek, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Buffalo Township Municipal Authority--Freeport on the Allegheny River.

   Outfall 001:  existing discharge, design flow of 0.005 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 50
Suspended Solids 30 60
Ammonia Nitrogen
   (5-1 to 10-31) 1.5 3.0
   (11-1 to 4-30) 2.0 4.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 0.08 0.18
Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0026824, Sewage, Clairton Municipal Authority, One North State Street, Clairton, PA 15025. This application is for renewal of an NPDES permit to discharge treated sewage from the Clairton Sewage Treatment Plant in the City of Clairton, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Peters Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Western Pennsylvania Water Company located on the Monongahela River.

   Outfall 001:  existing discharge, design flow of 6.0 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 37.5 50
Suspended Solids 30 45 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 0.5 1.0
pH not less than 6.0 nor greater than 9.0

   Other Conditions:  Outfalls 002--006 discharge to Peters Creek and serve as combined sewer overflows necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewer and/or treatment plant. Each discharge shall be monitored for cause, frequency, duration and quantity of flow.

   Outfalls 007--011 are permitted to discharge uncontaminated stormwater runoff from the areas in and around the treatment plant. There are at this time no specific effluent limitations on these outfalls.

   The EPA waiver is not in effect.

   PA0026841, Sewage, Borough of Oakmont, Fifth Street and Virginia Avenue, P. O. Box 206, Oakmont, PA 15139-0206. This application is for renewal of an NPDES permit to discharge treated sewage from Oakmont Wastewater Treatment Plant in Oakmont Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny River, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Wilkinsburg-Penn Joint Water Authority on the Allegheny River.

   Outfall 001:  existing discharge, design flow of 1.2 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 37.5 50
Suspended Solids 30 45 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 as a Geometric Mean
Total Residual Chlorine 0.5 1.6
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is not in effect.

   PA0043729, Sewage, Hampton Township, 3101 McCully Road, Allison Park, PA 15101-1331. This application is for renewal of an NPDES permit to discharge treated sewage from Allison Park STP in Hampton Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Pine Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the West View Borough Municipal Water Authority on the Ohio River.

   Outfall 001:  existing discharge, design flow of 3.2 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5
   (5-1 to 10-31) 15 23 30
   (11-1 to 4-30) 25 38 50
Suspended Solids 30 45 60
Ammonia Nitrogen
   (3-1 to 11-30) 1.5 2.3 3.0
   (12-1 to 2-29) 4.5 6.8 9.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 0.5 1.6
Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is not in effect.

   PA0091138, Sewage, Cecil Township Municipal Authority, 3599 Millers Run Road, Cecil, PA 15321. This application is for renewal of an NPDES permit to discharge treated sewage from Teodori STP in Cecil Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Chartiers Creek, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the West View Municipal Authority.

   Outfall 001:  existing discharge, design flow of 0.149 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 37.5 50
Suspended Solids 30 45 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 1 3.3
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0217697, Sewage, RoxCoal, Inc., 1576 Stoystown Road, P. O. Box 149, Friedens, PA 15541. This application is for renewal of an NPDES permit to discharge treated sewage from Sarah Mine STP in Jenner Township, Somerset County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Roaring Run, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Quemahoning Water.

   Outfall 001:  existing discharge, design flow of 0.003 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 50
Suspended Solids 30 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 1.4 3.3
pH not less than 6.0 nor greater than 9.0

   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. 5108402, Sewerage, Philadelphia Water Department, 1101 Market Street, The Aramark Tower, Philadelphia, PA 19107. This proposed facility is located in Philadelphia City, Philadelphia County.

   Description of Action/Activity: Construction and operation of a sewer extension for a Casino Resort/Commercial Entertainment District.

   WQM Permit No. 1508401, Sewerage, ENSERV, Inc., 1145 King Road, Immaculata, PA 19345. This proposed facility is located in East Whiteland Township, Chester County.

   Description of Action/Activity: Remove existing communitor, replace with new fine bar screen and install new effluent filter.

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

   WQM Permit No. 6708403, Sewerage, Borough of Hanover, 44 Frederick Street, Hanover, PA 17331. This proposed facility is located in Conewago Township, Adams County and Penn Township/Borough of Hanover, York County.

   Description of Proposed Action/Activity: Application for upgrade to the Edgegrove Interceptor.

   WQM Permit No. 0708401, Sewerage, Duncansville Municipal Authority, P. O. Box 502, Duncansville, PA 16635. This proposed facility is located in Duncansville Borough and Allegheny Township, Blair County.

   Description of Proposed Action/Activity: Application for an upgrade and expansion of a wastewater treatment facility.

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

   WQM Permit No. 4908401, Sewerage, SIC 4952, Mount Carmel Municipal Authority, 137 West 4th Street, Suite 4, Mount Carmel, PA 17851-0365. This proposed facility will be located in the Borough of Mount Carmel, Northumberland County.

   Description of Proposed Action/Activity: The applicant proposes the construction of a 2.25 mgd Intermittent Cycle Extended Aeration System wastewater treatment plant.

   WQM Permit No. 1908401, Sewage 4952, Conyngham Township, P. O. Box 10, Wilburton, PA, 17945. This proposed facility is located in Conyngham Township, Columbia County.

   Description of Proposed Action/Activity: The applicant proposes to construct and operate a sewage collection and conveyance system serving Locustdale, Aristis and Wilburton. The sewage be conveyed to and treated at Mount Carmel.

   Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

   WQM Permit No. 0308201, Industrial Waste, CNX Gas Company, LLC, 100 Evergreen Drive, Waynesburg, PA 15370. This proposed facility is located in South Bend Township, Armstrong County.

   Description of Proposed Action/Activity: Application for construction and operation of a Coalbed Methane Water Treatment Facility.

   WQM Permit No. 6308201, Industrial Waste, CNX Gas Company, LLC, 100 Evergreen Drive, Waynesburg, PA 15370. This proposed facility is located in Fallowfield Township, Washington County.

   Description of Proposed Action/Activity: Application for the construction and operation of a Coalbed Methane Water Treatment Facility.

   WQM Permit No. 5604405-A1, Somerset Township Municipal Authority, P. O. Box 247, 2209 North Center Avenue, Somerset, PA 15501. This existing facility is located in Somerset Township, Somerset County.

   Description of Proposed Action/Activity: Application for construction and operation of existing treatment plant upgrade.

   WQM Permit No. 6308401, Peters Township Sanitary Authority, 3244 Washington Road, McMurray, PA 15317-3153. This proposed facility is located in Peters Township, Washington County.

   Description of Proposed Action/Activity: Application for the construction and operation of an interceptor capacity augmentation project.

   WQM Permit No. WQG026119, Deer Creek Drainage Basin Authority, Box 148, Russellton, PA 15076. This proposed facility is located in West Deer and Indiana Townships, Allegheny County.

   Description of Proposed Action/Activity: Application for the construction and operation of a sanitary sewage collection and conveyance facility.

   WQM Permit No. WQG026120, Deer Creek Drainage Basin Authority, Box 148, Russellton, PA 15076. This proposed facility is located in West Deer and Indiana Townships, Allegheny County.

   Description of Proposed Action/Activity: Application for the construction and operation of a sanitary sewage collection and conveyance facility.

   Northwest Region:  Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

   WQM Permit No. 16004107, Sewerage, Amendment No. 1, Emlenton Area Municipal Authority, P. O. Box 448, Emlenton, PA 16373. This proposed facility is located in Salem Township, Clarion County.

   Description of Proposed Action/Activity: This project is to rehabilitate two elevated sand mounds into open access sand mounds located at the Lamartine Wastewater Treatment Facility.


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
PAI011508010 Sher Rockee Mushroom Farms
170 Sher Rockee Lane
Lincoln University, PA 19352
Chester Upper Oxford Township East Branch Big Elk Creek
HQ-TSF-MF
PAI011508011 Charles Knapp/Keith Grant
960 Pottstown Pike
Chester Springs, PA 19425
Chester West Nantmeal Township UNT East Branch Brandywine Creek
HQ-TSF-MF
PAI011508012 TR Moser, Inc.
1171 Lancaster Avenue
Suite 201
Berwyn, PA 19312
Chester Upper Uwchlan and
Wallace Townships
Marsh Creek
HQ
PAI011508013 United Sports Training Center
1426 Marshalton Thornton Road
Downingtown, PA 19355
Chester West Bradford Township
Beaver Creek
TSF, MF
Broad Run
EV

   Northeast Region:  Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

   Lackawanna County Conservation District: 1300 Old Plank Road, Mayfield, PA 18433, (570) 281-9495.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI023508001 Gould Electronics, Inc.
34929 Curtis Boulevard
East Lake, OH 44095-4001
Lackawanna Throop Borough
Sulphur Creek
HQ-CWF
PAI023508002 James McDonough
Lackawanna County Performing Arts Authority
200 Adams Avenue
Scranton, PA 18503
Lackawanna City of Scranton Spring Brook
CWF, EV Wetlands

   Northcentral Region:  Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

   Clinton County Conservation District: 45 Cooperation Lane, Mill Hall, PA 17751, (570) 726-3798.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI041808002 Department of Transportation
District 2-0
1924 Daisy Street Extension
Clearfield, PA 16830
Clinton Woodward Township Queens Run
HQ

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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