NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[36 Pa.B. 7147]
[Saturday, November 25, 2006]
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
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0229460 Abbott Township
1431 Germania Road
Galeton, PA 16922-9445Abbott Township
Potter CountyGermania Branch of Kettle Creek
9BY PA0044652
SewerageDepartment of Conservation and Natural Resources
Bureau of State Parks
Mt. Pisgah State Park
R. R. 3 Box 362
Troy, PA 16947-9488West Burlington Township
Bradford CountyMill Creek
4CY
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.
PA0054089, Industrial Waste, SIC 4581, Exelon Generation Company. LLC, 200 Exelon Way, Kennett Square, PA 19348. This proposed facility is located in Limerick Township, Montgomery County.
Description of Proposed Activity: Treated discharge of aircraft wastewater and the stormwater runoff from the fuel transfer area around Limerick airport by means of an oil-water separator.
The receiving stream, UNT Hartenstein Creek, is in the State Water Plan Watershed 3D and is classified for WWF, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics. The nearest downstream public water supply intake for Citizens Utility Home Water Company is located on Schuylkill River and is 7 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an effluent discharge of average stormwater flow.
Effluent Limitations
Daily Parameters Maximum Total Recoverable Petroleum Monitor and Report Hydrocarbons Monitor and Report Gasoline Range Organics Monitor and Report Diesel Range Organics Monitor and Report pH Monitor and Report CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report Total Suspended Solids Monitor and Report Iron (Dissolved) Monitor and Report Ethylene Glycol Monitor and Report The proposed effluent limits for stormwater Outfall 003:
Effluent Limitations
Daily Parameters Maximum Primary Ingredient in De-icing Monitor and Report Material Monitor and Report CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Total Suspended Solids Monitor and Report Iron (Dissolved) Monitor and Report Ethylene Glycol Monitor and Report No monitoring required for stormwater Outfalls 002 and 004--008.
In addition to the effluent limits, the permit contains the following Other Requirements:
1. Public Nuisance.
2. Applicable BAT/BCT.
3. Change in Ownership.
4. Proper Disposal of Sludges.
5. Product Contaminated Stormwater Runoff.
6. PPC Plan Requirements.
7. Requirements Applicable to Stormwater Outfalls.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA No. 0060763, Sewage, Middle Smithfield Township Municipal Authority, 25 Municipal Drive, East Stroudsburg, PA 18301. This proposed facility is located in Middle Smithfield Township, Monroe County.
The receiving stream, Bushkill Creek, is in the State Water Plan Watershed No. 1E and is classified for HQ-CWF. The nearest downstream public water supply intake for Stroudsburg is located on Delaware River is downstream of the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.050 mgd. Existing conditions.
Average Average Instantaneous 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) 3.5 7 (11-1 to 4-30) 10.5 21 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 1.2 2.8 Total Dissolved Solids 1,000 2,000 The proposed effluent limits for Outfall 001 based on a design flow of 0.050 mgd. Reconstructed Treatment Plant.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 8.5 17.0 Total Suspended Solids 10 20 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.5 7.0 Phosphorus as ''P'' 0.42 0.84 Dissolved Oxygen a minimum of 6.0 mg/l at all times
Fecal Coliform 70/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times Total Residual Chlorine 1.2 2.8 Total Kjeldahl Nitrogen 5.2 10.4 Nitrogen Nitrate 4.0 8.0 Total Dissolved Solids 1,000 2,000
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0003239, Industrial Waste, SIC, 3317, Penn State Special Metals, LLC, 7544 Route 18 North, P. O. Box Q, Koppel, PA 16135. This application is for renewal of an NPDES permit to discharge treated process water, cooling water, and untreated stormwater from Koppel Plant in Big Beaver, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Beaver River, 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 Beaver Falls Municipal Authority, located at Eastvale, 6.0 miles below the discharge point.
Outfall 113: existing discharge, design flow of 0.0635 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 34.0 79.4 15 40 Oil and Grease 0.805 2.42 10 30 Chromium 0.423 1.056 0.1 0.3 Nickel 0.316 0.948 0.1 0.3 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Outfall 013: existing discharge, design flow of 0.245 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of sources previously monitored at Internal Monitoring Point 113 and uncontaminated stormwater runoff. The EPA waiver is not in effect.
PA0217026, Industrial Waste, SIC 3443, Cemline Corporation, P. O. Box 55, Cheswick, PA 15024. This application is for renewal of an NPDES permit to discharge untreated cooling water, drinking fountain water, tank test water and stormwater runoff from the Cemline Freeport Road facility in Harmar Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River, 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 Oakmont Borough Municipal Authority, located at Oakmont, about 1 mile below the discharge point.
Outfalls 001: existing discharge, average flow of 0.007 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 60 Temperature (°F) (for 001 only) 110 Total Iron Monitor and Report
Dissolved Iron 7.0 pH not less than 6.0 nor greater than 9.0 Outfalls 002 and 003: existing discharge, average flow of 0.0004 mgd (002) and 0.00004 mgd (003).
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 60 Phenols Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfalls 005--007: existing discharge of varied flows.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids Monitor and Report Outfalls 004 and 008 shall consist solely of uncontaminated stormwater.
The EPA waiver is in effect.
PA0046019, Industrial Waste, SIC, 5541, 5812, 5399, North East, LLC, One Center Drive, North East MD 21901. This application is for renewal of an NPDES permit to discharge treated sewage, stormwater runoff and garage floor drainage from Smithton Travel Plaza in South Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, drainage swale to UNT (Dutch Hollow) to Youghiogheny River (001--006), 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 McKeesport Municipal Water Authority, located on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.020 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (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 mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge, vehicle fuel island area storm runoff and garage floor drains through oil/water separators.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 25 50 Total Suspended Solids 35 70 Oil and Grease 15 30 Nitrate-Nitrite Nitrogen Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, parking area stormwater runoff through oil/water separator.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 25 50 Oil and Grease 15 30 Nitrate-Nitrite Nitrogen Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfalls 004--006: existing discharges, parking area stormwater runoff.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Nitrate-Nitrite Nitrogen Monitor and Report
The EPA waiver is in effect.
PA0217948-A1, Industrial Waste, SIC 4941, Highridge Water Authority, 17 Maple Avenue, Blairsville, PA 15717. This application is for an NPDES permit to discharge treated process wastewater, untreated stormwater runoff and untreated surface water diverted to the Sugar Run Reservoir in St. Clair Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, UNT to Conemaugh River 44984, 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 is the Buffalo Township Municipal Authority, located on Allegheny River, about 40 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.165 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantanneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Suspended Solids 30 60 Iron, total 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH (standard unit) not less than 6.0 nor greater than 9.0 standard units Outfalls 002 and 003: existing stormwater discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge through these outfalls shall consist of uncontaminated stormwater runoff only. Outfall 004: existing emergency-only discharge from finished water storage tank, design flow of varied 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 60 Iron, total 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH (standard unit) not less than 6.0 nor greater than 9.0 standard unit Outfall 006: existing stream diversion discharge, design flow of 0.634 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.634 pH (standard unit) Monitor and Report Outfall 007: existing stream diversion discharge, design flow of 0.688 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneoouis Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.688 pH (standard unit) Monitor and Report The EPA waiver is in effect.
PA0036307-A1, Sewage, Municipal Authority of the Township of Robinson, P. O. Box 15539, Pittsburgh, PA 15244-0539. This application is for amendment of an NPDES permit to discharge treated sewage from Moon Run Sewage Treatment plant in Moon Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Moon Run, which are classified as 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 Nova Chemicals, Beaver Valley Plant, on the Ohio River.
Outfall 001: existing discharge, proposed expanded design flow of 0.6 mgd.
The following effluent limitations will apply when the treatment plant is expanded to a flow of 0.6 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) 2.0 3.0 4.0 (11-1 to 4-30) 3.5 5.3 7.0 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
Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0090018, Sewage, North Stabane Municipal Authority, 1929B Route 519 South, Canonsburg, PA 15317. This application is for renewal of an NPDES permit to discharge treated sewage from Willolake Sewage Treament Plant in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of 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 located on the Ohio River.
Outfall 001: existing discharge, design flow of 0.14 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 15 20 Suspended Solids 25 37.5 50 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 3.5 5.3 7.0 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
Dissolved Oxygen not less than 5.0 mg/l
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)
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. WQG01490602, Sewerage, Penns Tavern, 420 Whiskey Ridge Road, Middleburg, PA 17842. This proposed facility is located in Lower Augusta Township, Northumberland County.
Description of Proposed Action/Activity: The proposed system consists of a 1,000 gallon septic tank, a 1,000 gpd aerobic tank, a 500 gallon pump tank, a 864 square foot sand filter, an erosion chlorinator and a chlorine contact tank, with a stream discharge.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. Applications for NPDES Waiver 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 Bldg., Gracedale Complex, Nazareth, PA 18064-9211, (610) 746-1971.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI024806032 T & B Associates
2299 Brodhead Road
Suite C
Bethlehem, PA 18020Northampton Lower Nazareth Township Bushkill Creek
HQ-CWFPAS804801 The Pennsylvania State University
University Park Airport
2535 Fox Hollow Road
State College, PA 16803Centre Benner, Patton and College Townships Big Hollow and UNT to Spring Creek
(CWF)
and Buffalo Run
(CWF-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)
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 (35 P. S. §§ 721.1--721.17)
Southwest Region: Water Supply Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Permit No. 6306502MA, Public Water Supply.
Applicant Pennsylvania-American Water Company
800 West Hersheypark Drive
Hershey, PA 17033Township or Borough Jefferson Township Responsible Official Scott M. Thomas, Operations Engineer
Pennsylvania-American Water Company
800 West Hersheypark Drive
Hershey, PA 17033Type of Facility Avella water storage tank Consulting Engineer Application Received Date October 23, 2006 Description of Action Blasting and painting of the Avella Tank. Permit No. 3206501MA, Public Water Supply.
Applicant Pennsylvania-American Water Company
800 West Hersheypark Drive
Hershey, PA 17033Township or Borough White Township Responsible Official Scott M. Thomas, Operations Engineer
Pennsylvania-American Water Company
800 West Hersheypark Drive
Hershey, PA 17033
Type of Facility Pleasant Hills water storage tank Consulting Engineer Application Received Date October 23, 2006 Description of Action Blasting and painting of the Pleasant Hills Tank. Permit No. 0206512, Public Water Supply.
Applicant Findlay Township Municipal Authority
1271 Route 30
P. O. Box 409
Clinton, PA 15026Township or Borough Findlay Township Responsible Official Patrick O'Farrell, Authority Chairperson
Findlay Township Municipal Authority
1271 Route 30
P. O. Box 409
Clinton, PA 15026Type of Facility Potato Garden Run Phase I Water System Consulting Engineer NIRA Consulting Engineers, Inc.
950 Fifth Avenue
Coraopolis PA 15108Application Received Date October 17, 2006 Description of Action Installation of 24,700 feet of 12 inch and 16 inch ductile iron transmission line, a 1.5 MG water standpipe, disinfection facility and booster pump station.
MINOR AMENDMENT
Applications Received Under the Pennsylvania Safe Drinking Water Act
Northeast Region: Water Supply Management Program, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Application No. Minor Amendment.
Applicant Zack Group, Inc
Black Creek Township
Luzerne CountyResponsible Official Thomas Sawchak
247 Kathleen Drive
Peckville, PA 18452Type of Facility Community Water System Consulting Engineer N/A Application Received Date October 31, 2006 Description of Action Application for transfer of the community water system serving Zack's Rock Glen Manor from Joyce Zakrewsky to Zack Group, Inc. Application No. Minor Amendment
Applicant Pennsylvania American Water Co.
Hamilton Township
Monroe CountyResponsible Official Paul A. Zielinski
PAWC
800 West Hersheypark Drive
Hershey, PA 17033Type of Facility Public Water System Consulting Engineer Scott M. Thomas, P. E.
PAWC
852 Wesley Drive
Mechanicsburg, PA 17055Application Received Date 10/24/2006 Description of Action PAWC proposes to repaint/rehabilitate the existing 0.5 MG storage tank known as Stony Garden Tank No. 2.
WATER ALLOCATIONS
Applications received under the act of June 24, 1939 (P. L. 842, No. 365) (35 P. S. §§ 631--641) relating to the acquisition of rights to divert waters of this Commonwealth.
Southwest Region: Water Supply Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WA65-1000A, Water Allocations. Youngstown Borough Water Authority, P. O. Box 82, Youngstown, PA 15696, Westmoreland County. The applicant is requesting the right to purchase 500,000 gallons of water per day, peak month (30-day), from Latrobe Borough Municipal Authority.
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