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PA Bulletin, Doc. No. 07-974

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[37 Pa.B. 2520]
[Saturday, June 2, 2007]

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

   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 ?
PA0062863 Pike County Commissioners
Administrative Offices
506 Broad Street
Milford, PA 18337
Blooming Grove Township
Pike County
Billings Creek
1D
Y
PA0020206 Bath Borough Authority
160 Mill Street
P. O. Box 87
Bath, PA 18014
Northampton County
Bath Borough
Monocacy Creek
2C
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.

   PA0057029, Industrial Waste, Hewlett Packard Company, 10375 Park Meadows Drive, Suite 150, Littleton, CO 80124. This existing facility is located in New Garden Township, Chester County.

   Description of Proposed Activity: This application is for the renewal of an NPDES permit for an existing discharge from a groundwater remediation system for Hewlett Packard Company Avondale GWCU.

   The receiving stream, a UNT to Egypt Run, is in the State Water Plan Watershed 3I and is classified for: CWF, aquatic life, water supply and recreation. Egypt Run is a tributary to East Branch White Clay Creek, which flows into White Clay Creek. There are no public water supply intakes identified downstream of the discharge.

   The proposed effluent limits for Outfall 001, based on an average flow of 0.144 mgd are as follows:

Average Average Maximum Instantaneous
ParametersMonthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l)
Chloroform 0.006 0.012 0.015
1,1-Dichloroethylene 0.001 0.002 0.0025
1,2-Cis-Dichloroethylene Monitor and Report
Monitor and Report
Monitor and Report
1,2-Trans-Dichloroethylene 0.7 1.4 1.75
Tetrachloroethyene 0.001 0.002 0.0025
Trichloroethylene 0.005 0.01 0.012
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.  Notification of Designation of Operator.

   2.  Remedial Measures if Unsatisfactory Effluent.

   3.  Discharge to Dry/Intermittent Stream.

   4.  BAT/ELG Reopener.

   5.  Test Methods.

   6.  Change of Ownership.

   7.  Sludge Disposal Requirement.

   8.  Groundwater Monitoring Requirements.

   9.  Summary Reports Evaluating Operation.

   10.  No Stripper Tower Cleaning Water Discharge.

   PA0051292, Industrial Waste, SIC 4941, Municipal Authority of the Borough of Morrisville, 35 Union Street, Morrisville, PA 19067. This proposed facility is located in Morrisville Borough, Bucks County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge filter backwash water and settling basin supernatant into the Delaware River.

   The receiving stream, the Delaware River (Zone 1E), is in the State Water Plan Watershed 2E and is classified for: WWF. The nearest downstream public water supply intake for LBCJMA Water Treatment Plant is located on the Delaware River and is 1.8 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.15 mgd.

AverageMaximumInstantaneous
Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l)
CBOD5 25 40 50
Suspended Solids 30 45 60
Total Iron 2.0 3.0 4.0
Total Aluminum 4.0 6.0 8.0
pH Within limits of 6.0 to 9.0 standard units at all times
Total Manganese 1.0 1.5 2.0
Total Residual Chlorine 0.5 1.64

   Other Conditions:

   The EPA waiver is in effect.

   PA0056880, IW, SIC 4941, Lower Bucks County Joint Municipal Authority, 7811 New Falls Road, Levittown, PA 19058-0460. This proposed facility is located in Tullytown Borough, Bucks County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge supernatant from secondary clarifiers twice per year into the Delaware River.

   The receiving stream, Delaware River (Zone 2), is in the State Water Plan Watershed 2E and is classified for: WWF. The nearest downstream public water supply intake for Bristol Borough Water Filtration Plant is located on Delaware River and is 2.5 miles below the point of discharge.

   The proposed effluent limits for Outfall 003 are based on a design flow of 500 gpm.

AverageInstantaneous
Parameter Monthly (mg/l) Maximum (mg/l)
Total Suspended Solids 30 75
pH Within limits of 6.0 to 9.0 standard units at all times
Iron, Total 2.0 5.0
Aluminum, Total 4.0 10.0
Manganese, Total 1.0 2.5
TRC 0.5 1.2

   The EPA waiver is in effect.

   PA0026701, Sewage, SIC 4952, Municipal Authority of the Borough of Morrisville, 35 Union Street, Morrisville, PA 19067. This proposed facility is located in Morrisville Borough, Bucks County.

   Description of Proposed Activity:  Renewal of an NPDES permit to discharge 7.1 mgd of treated sewage into the Delaware River.

   The receiving stream, the Delaware River, is in the State Water Plan Watershed 2E and is classified for: WWF. The nearest downstream public water supply intake for the Pennsylvania Water Company is located on the Delaware River and is 2.5 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 7.1 mgd.

Average Average Instantaneous
ParametersMonthly (mg/l) Weekly (mg/l) Maximum (mg/l)
CBOD5 22 33 44
Total Suspended Solids 30 45 60
TSS % Removal >=85%
Ammonia as N 35 70
BOD5 % Removal >=88.5%
CBOD20 2,418 lbs/day
Total Residual Chlorine 0.5 1.2
Fecal Coliform 200 colonies/100 ml as a geometric average
1,000
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
Phosphorus Monitor and Report
Toxicity, Acute (TUa) Monitor and Report
Toxicity, Chronic (TUc) Monitor and Report
Copper, Total Monitor and Report
Polychlorinated Biphenyles,
   Total (PCBs) Monitor and Report

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

   1.  Conditions for Future Permit Modification.

   2.  Effective Disinfection.

   3.  85% Reduction of Total Suspended Solids per DRBC Requirements.

   4.  88.5% Reduction of BOD5, per DRBC Requirements.

   5.  TMDL/WLA Analysis.

   6.  Whole Effluent Toxicity Testing.

   The EPA waiver is not in effect.


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

   PA0060054, Sewage, Mount Airy No. 1, LCC, 299 Main Street--Sturges, Olyphant, PA 18447-2319. This proposed facility is located in Paradise Township, Monroe County.

   Description of Proposed Activity: Renewal of NPDES permit to discharge 0.22 mgd of treated sewage.

   The receiving stream, Forest Hills Run, is in the State Water Plan Watershed No. 1E and is classified for: HQ-CWF. The nearest downstream public water supply intake for East Stroudsburg is located on the Delaware River below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.220 mgd.

AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
CBOD5 25 50
Total Suspended Solids 30 60
NH3-N
   (5-1 to 10-31) 3.0 6.0
   (11-1 to 4-30) 9.0 18.0
Phosphorus as ''P''
Dissolved Oxygen A minimum of 6.0 mg/l at all times.
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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1.0 2.0
Total Dissolved Solids 1,000 2,000

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

   PA0204153, Industrial Waste, SIC 4911, Cambria Cogen Company, 243 Rubisch Road, Ebensburg, PA 15931. This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater, untreated stormwater and pump recycle water from the Cambria Cogen Facility in Cambria Township, Cambria County.

   The following effluent limitations are proposed for discharge to the receiving waters, Little Conemaugh River, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Buffalo Township Municipal Authority, Freeport located 100 miles below the discharge point.

   Outfall 101:  existing discharge, design flow of 0.154 mgd.

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 30 100
Oil and Grease 15 20
Chromium 0.2 0.2
Zinc 1.0 1.0
Temperature (° F) 110
Free Available Chlorine 0.2 0.5
Total Residual Chlorine 0.5 1.25
pH not less than 6.0 nor greater than 9.0

   Other Conditions:  Part C permit conditions concerning priority pollutants, residual waste disposal, total residual and free available chlorine, PCBs, chemical additives and stormwater.

   The EPA waiver is in effect.

   Outfall 001:  existing discharge, design flow of 0.154 mgd.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
The discharge from this outfall shall consist of
sources monitored at Internal Monitoring Point 101.

   Outfall 002:  existing discharge.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
      This outfall shall discharge raw water (pump recycle water)
      from Wilmore Dam.

   Outfall 003:  existing discharge of stormwater.

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

   PA0218863, Industrial Waste, SIC 4911, Duke Energy Ohio, Inc., 139 East 4th Street, Cincinnati, OH 45202. This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Fayette Energy Facility in German Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River (001) and UNT 41154 (002), 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 (PWS) is Carmichaels Municipal Authority, located below Nemacolin 3.1 miles below the discharge point.

   Outfall 001:  existing discharge, design flow of 0.67 mgd.

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
Temperature (° F) 110
Total Residual Chlorine 0.5 1.0
Oil and Grease Monitor and Report
pH not less than 6.0 nor greater than 9.0

   Other Conditions:  Part C permit conditions concerning residual waste, floating material, temperature control, total residual and free available chlorine, PCBs, chemical additives, priority pollutants and stormwater.

   The EPA waiver is in effect.

   Outfall 101:  existing discharge, design flow of 0.639 mgd.

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 30 100
Oil and Grease 15 20
Chromium 0.20.2
Zinc 1.01.0
Free Available Chlorine 0.2 0.5
pH not less than 6.0 nor greater than 9.0

   Outfall 201:  existing discharge, design flow of 0.022 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 1520
Total Suspended Solids 30 100
pH not less than 6.0 nor greater than 9.0

   Outfall 301:  existing discharge, design flow of 0.009 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 20
Total Suspended Solids 30 100
pH not less than 6.0 nor greater than 9.0

   Outfall 002:  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 Residual Chlorine Monitor and Report
Monitor and Report

   PA0092355-A1, Sewage, Municipal Authority of the Borough of Belle Vernon, P. O. Box 181, 10 Main Street, Belle Vernon, PA 15012. This application is for amendment of an NPDES permit to discharge treated sewage from Belle Vernon-North Belle Vernon WPCP in Belle Vernon Borough, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela 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 Charleroi Borough Water Authority.

   Outfall 001:  existing discharge, design flow of 0.5 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 38 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 1.6
pH not less than 6.0 nor greater than 9.0

   Other Conditions:  The following effluent limitations will apply if/when the treatment plant is expanded to a flow of 0.95 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 38 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 1.6
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0253472, Sewage, Hanover Township Sewer Authority, 116 Steubenville Pike, Paris, PA 15021. This application is for issuance of an NPDES permit to discharge treated sewage from the proposed Bavington STP in Hanover Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Raccoon 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 Midland Water Authority.

   Outfall 001:  new discharge, design flow of 0.18 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 38 50
Suspended Solids 30 45 60
Ammonia Nitrogen
   (5-1 to 10-31) 18.0 27.0 36.0
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
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.


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

   PA0240010, Sewage. Paul L. and Catherine P. LaBrie, 112 Wetmore Trail, Kane, PA 16735. This proposed facility is located in Hamilton Township, McKean County.

   Description of Proposed Activity: discharge of treated sewage from a Nonmunicipal STP.

   The receiving water is the UNT to Two Mile Run. The receiving stream is in State Water Plan 16-F and is classified for the following uses: HQ-CWF, aquatic life, water supply and recreation. The nearest downstream potable water supply is the Emlenton Water Company which is located approximately 93 miles downstream on the Allegheny River.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 mgd.

Concentrations
AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow XX
CBOD5 10 20
Total Suspended Solids 20 40
**Total Residual Chlorine XX
**Fecal Coliform 200/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times

   XX--Monitor and report.

   **--Data to be recorded on the Annual Maintenance Report.

   The EPA waiver is in effect.

   PA0238490, Sewage, Kennedy MHP, P. O. Box 226, Slippery Rock, PA 16057. This proposed facility is located in Marion Township, Butler County.

   Description of Proposed Activity:  New NPDES permit including the relocation of a treated minor discharge from an existing sewage treatment works.

   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 Camp Allegheny intake located on the Slippery Rock Creek and is approximately 36 miles below point of discharge.

   The receiving stream, the UNT to McMurry Run, is in Watershed 20-C and classified for: CWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 mgd.

   Interim Limits (until outfall relocation)

Concentrations
AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow XX
CBOD5 10 20
Total Suspended Solids 10 20
NH3-N
   (5-1 to 10-31) 3 6
   (11-1 to 4-30) 9 18
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 2000/100 ml as a geometric average
Total Residual Chlorine 1.4 3.3
pH 6.0 to 9.0 standard units at all times

   Final Limits (after outfall relocation)

Concentrations
AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow XX
CBOD5 25 50
Total Suspended Solids 30 60
NH3-N
   (5-1 to 10-31) 8 16
   (11-1 to 4-30) 24 48
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 2000/100 ml as a geometric average
Total Residual Chlorine 1.4 3.3
pH 6.0 to 9.0 standard units at all times

   XX--Monitor and report on monthly DMRs.


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. 0907404, Sewerage, Upper Southampton Sewer Authority, 945 Street Road, P. O. Box 481, Southampton, PA 18966. This proposed facility is located in Lower Southampton Township, Bucks County.

   Description of Action/Activity:  Extension of force main 4,600 feet.

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

   WQM Permit No. 3907403, Sewerage, Allied Utility Services, Inc., P. O. Box 1488, Skippack, PA 19474. This proposed facility is located in North Whitehall Township, Lehigh County.

   Description of Proposed Action/Activity: This project consists of construction of a sewage pump station within a 55 single-family residential lot development with proposed sewage flows of 14,437 gpd with conveyance of sewage to existing Schnecksville North sewage treatment facility.

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

   WQM Permit No. 6307401, Sewerage, Henry Berdine, 559 Zediker Station Road, Washington, PA 15301. This proposed facility is located in South Strabane Township, Washington County.

   Description of Proposed Action/Activity: Application for the construction and operation of a single-residence sewage treatment plant.

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

   WQM Permit No. WQG018538, Sewerage, Paul L. and Catherine P. LaBrie, 112 Wetmore Trail, Kane, PA 16735. This proposed facility is located in Hamilton Township, McKean County.

   Description of Proposed Action/Activity: A Single-Residence Sewage Treatment Plant.


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

   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
PAI024807007 James and Sharon Carty
619 East Lawn Street
Nazareth, PA 18064
Northampton Bushkill Township Monocacy Creek
HQ-CWF
PAI024807008 Jack Muschlitz
615 Moorestown Drive
Bath, PA 18014
Northampton Wind Gap Borough Little Bushkill Creek
HQ-CWF, MF

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)

PUBLIC WATER SUPPLY (PWS) PERMIT

   Under the Pennsylvania Safe Drinking Water Act (35 P. S. §§ 721.1--721.17), the following parties have applied for a PWS permit to construct or substantially modify a public water system.

   Persons wishing to comment on a permit application are invited to submit a statement to the office listed before the application within 30 days of this public notice. Comments received within the 30-day comment period will be considered in the formulation of the final determinations regarding the application. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of Environmental Protection (Department) of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held after consideration of comments received during the 30-day public comment period.

   Following the comment period, the Department will make a final determination regarding the proposed permit. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

   The permit application and any related documents are on file at the office listed before the application and are available for public review. Arrangements for inspection and copying information should be made with the office listed before the application.

   Persons with a disability who require an auxiliary aid, service or other accommodations to participate during the 30-day public comment period should contact the office listed before the application. TDD users should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

SAFE DRINKING WATER


Applications Received under the Pennsylvania Safe Drinking Water Act

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

   Permit No. 4607502, Public Water Supply.

Applicant Eadeh Family Limited Partnership
Township Lower Providence
County Montgomery
Responsible Official Ernest C. Eadeh
511 Old Lancaster Road
No. 8
Berwyn, PA 19312
Type of Facility Public Water Supply
Consulting Engineer Ebert Engineering, Inc.
P. O. Box 540
4092 Skippack Pike
Skippack, PA 19474
Application Received Date April 25, 2007
Description of Action Permit application for the addition of activated carbon filters for VOC treatment and an ultra violet unit for disinfection.

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

   Application No. 5407503, Public Water Supply.

Applicant Borough of Schuylkill Haven
North Manheim Township
Schuylkill County
Responsible Official James New, Borough Manager
Borough of Schuylkill Haven
12 West Main Street
Schuylkill Haven, PA 17972
Type of Facility Community Water System
Consulting Engineer Darryl A. Jenkins, P. E.
Great Valley Consultants
75 Commerce Drive
Wyomissing, PA 19610
Application Received Date May 8, 2007
Description of Action Application for construction of a replacement booster pump station to serve the Chestnut Hill development.

   Application No. 4807504, Public Water Supply.

Applicant Pennsylvania American Water (PAW)
Pen Argyl and Roseto Boroughs
Plainfield, Washington and Upper Mount Bethel Townships
Northampton County
Responsible Official David Kaufman
PAW
800 West Hersheypark Drive
Hershey, PA 17033
Type of Facility PWS
Consulting Engineer Karl Shellenberger, P. E.
Buchart-Horn, Inc.
1200 West College Avenue
State College, PA 16801
Application Received Date May 10, 2007
Description of Action PAW proposes the construction of the PAW Blue Mountain/Bangor Interconnect Project which includes the construction of approximately 7,400 LF of new distribution mains, a new underground booster pumping station, new raw water pump at the Oxford Reservoir, and approximately 800 LF of new transmission main piping from the Bangor Plant to the Lower Handelong Reservoir.

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

   Application No. 2007503, Public Water Supply.

Applicant Mitchell Lake MHP
Township or Borough Cambridge Township
Crawford County
Responsible Official Scott A. Mitchell, Owner
Consulting Engineer Dennis A. DeSilvey, P. E.
Project Consultant
211 Gearhart Road
Pulaski, PA 16143
Application Received Date May 15, 2007
Description of Action Modification of public water supply treatment for arsenic removal.

   Application No. 1007501, Public Water Supply.

Applicant Fleming Mobile Home Park
Township or Borough Center, Clay, Concord and Oakland Towhships
Butler County
Responsible Official Beth and Mark McGarrah, Owner
Consulting Engineer William J. McGarvey, P. E.
Consulting Engineer
172 Woodcrest Road
Butler, PA 16002
Application Received Date May 15, 2007
Description of Action Permit existing system

   Application No. 6207501, Public Water Supply.

Applicant North Warren Municipal Authority
Township or Borough Conewango Township
Warren County
Responsible Official D. Melvin Jacobson, Chairperson
Consulting Engineer Dale W. Sorensen, P. E.
Northwest Engineering, Inc.
R. D. 1
P. O. Box Q
Tidioute, PA 16351
Application Received Date May 18, 2007
Description of Action Replace pumps and install controls in the two booster pump stations along Follett Run Road.

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