[36 Pa.B. 4508]
[Saturday, August 12, 2006]
[Continued from previous Web Page] PA0014311-A1, Industrial Waste, SIC, 3315, Keystone Profiles, 220 Seventh Avenue, Beaver Falls, PA 15010. This application is for amendment of an NPDES permit to discharge treated process water, cooling water and stormwater from the Beaver Falls Plant in Beaver Falls, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Walnut Bottom Run and Beaver River, classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation.
Outfall 101: existing discharge, design flow of 0.024 mgd. These effluent limits are valid for an average monthly production rate of up to and including 100 tons/day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended Solids 5.5 12.9 88 Oil and Grease 15 30 Lead 0.002 0.004 0.021 0.042 0.053 Zinc 0.024 0.071 0.75 Chromium 0.028 0.071 1.3 Nickel 0.046 0.138 1.1 Production (tons/day) Monitor and Report Total Monthly Production Monitor and Report Daily Maximum Production Monitor and Report Monthly Average Production Monitor and Report Number of Days/Month of Production Monitor and Report
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 101: existing discharge, design flow of 0.024 mgd. These effluent limits are valid for an average monthly production rate of greater than 100 tons/day and less than or equal to 150 tons/day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended Solids 8.3 19.4 88 Oil and Grease 15 30 Lead 0.002 0.004 0.021 0.042 0.053 Zinc 0.035 0.106 0.75 Chromium 0.043 0.107 1.3 Nickel 0.069 0.208 1.1 Production (tons/day) Monitor and Report Total Monthly Production Monitor and Report Daily Maximum Production Monitor and Report Monthly Average Production Monitor and Report Number of Days/Month of Production Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 0.024 mgd. These effluent limits are valid for an average monthly production rate of greater than 150 tons/day and less than or equal to 200 tons/day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Suspended Solids 11.0 25.8 88 Oil and Grease 15 30 Lead 0.002 0.004 0.021 0.042 0.053 Zinc 0.047 0.141 0.75 Chromium 0.057 0.142 1.3 Nickel 0.092 0.277 1.1 Production (tons/day) Monitor and Report Total Monthly Production Monitor and Report Daily Maximum Production Monitor and Report
Monthly Average Production Monitor and Report
Number of Days/Month of Production Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 0.024 mgd. These effluent limits are valid for an average monthly production rate of greater than 200 tons/day and less than or equal to 250 tons/day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Suspended Solids 13.8 32.3 88 Oil and Grease 15 30 Lead 0.002 0.004 0.021 0.042 0.053 Zinc 0.059 0.177 0.75 Chromium 0.071 0.178 1.3 Nickel 0.115 0.346 1.1 Production (tons/day) Monitor and Report Total Monthly Production Monitor and Report Daily Maximum Production Monitor and Report Monthly Average Production Monitor and Report Number of Days/Month of Production Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Zinc Monitor and Report Outfall 002: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 003--007 and 010: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Zinc Monitor and Report Outfall 008: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of uncontaminated stormwater runoff
and groundwater infiltration.Outfall 009: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) 110 Zinc Monitor and Report
pH not less than 6.0 nor greater than 9.0 PA0252875, Industrial Waste, SIC, 4911 and 4912, Wellington Development-WVDT, LLC, 1620 Locust Avenue, Fairmont, WV 26554. This application is for issuance of an NPDES permit to discharge treated process water, sewage and untreated stormwater from Greene Energy Resource Recovery Project in Cumberland Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela 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 Carmichaels Municipal Water Authority, located at Monongahela River, 3.0 miles below the discharge point.
Outfall 101: discharge, design flow of 0.005 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.005 Monitor and Report 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 not in effect.
Internal Monitoring Point 201: new discharge, design flow of 0.1 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 60 Oil and Grease 15 20 30 pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 301: new discharge, 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
Suspended Solids 50 pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 401: new discharge, 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
Suspended Solids 30 100 Oil and Grease 15 20 30 pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point Outfall 501: new discharge, design flow of 1.26 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Chromium 0.2 0.2 Zinc 1.0 1.0 Free Available Chlorine 0.2 0.5 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 601: new discharge, 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
Suspended Solids 30 100 Oil and Grease 15 20 30 pH not less than 6.0 nor greater than 9.0 Outfall 001: new discharge, design flow of 1.26 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 30 Temperature (°F) 110 Total Dissolved Solids Monitor and Report
Iron 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 pH not less than 6.0 nor greater than 9.0 Outfall 002: new discharge, design flow of 0.1 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist of intake screen backwash water only.
Debris collected from the screen shall not be returned to the waterways.Internal Monitoring Point 103: new discharge, 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
Suspended Solids 50 Oil and Grease pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 203: new discharge, 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 Monitor and Report
Iron Monitor and Report
Aluminum Monitor and Report Manganese Monitor and Report
pH Monitor and Report Outfall 003: new discharge, design flow of varied mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of those source previously
monitored at IMPs 103 and 203.PA0035262, Sewage, James F. Brandt, Matthews Mobile Home Park, P. O. Box 537, Bainbridge, PA 17502-0537. This application is for renewal of an NPDES permit to discharge treated sewage from Matthews Mobile Home Park in Reade Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters known as Fallentimber 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 more than 50 miles downstream.
Outfall 001: existing discharge, design flow of 0.0036 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.
PA0092274, Sewage, Unity Township Municipal Authority, P. O. Box 506, Pleasant Unity PA 15676. This application is for renewal of an NPDES permit to discharge treated sewage from Pleasant Unity STP in Unity Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Sewickley Creek which are classified as a HQ-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: Westmoreland County Municipal Authority, McKeesport Plant, on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.95 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30 15 23 30 Suspended Solids 20 30 40 Ammonia Nitrogen (5-1 to 10-31) 1.5 2.3 3.0 (11-1 to 4-30) 4.5 6.8 9.0 Nitrite/Nitrate Monitor and Report Phosphorus 3.0 4.5 6.0 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 7.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0095401, Sewage, Saint Victor's Roman Catholic Church, Box 149, Bairford PA 15006. This application is for renewal of an NPDES permit to discharge treated sewage from St. Victor's Roman Catholic Church in West Deer Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Dawson Run, which are classified as a WF 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 Oakmont Borough MWA.
Outfall 001: existing discharge, design flow of 0.0018 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) 7.5 15.0 (11-1 to 4-30) 20.0 40.0 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 Monitor and Report
Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0097799, Sewage, Jerry F. Smith, 1001 Clubhouse Drive, Donegal PA 15628. This application is for renewal of an NPDES permit to discharge treated sewage from Laurel Highlands Campland STP in Donegal Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Minnow 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 Westmoreland Municipal Authority.
Outfall 001: existing discharge, design flow of 0.043 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) 2.0 4.0 (11-1 to 4-30) 3.5 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
Total Residual Chlorine .02 .05 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
PA0027367, Sewage. Borough of Greenville, 125 Main Street, P. O. Box 604, Greenville, PA 16125. This proposed facility is located in Greenville Borough, Mercer County.
Description of Proposed Activity: Renewal of an existing 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 Reynolds Water Company intake located on the Shenango River in Pymatuning Township, Mercer County, and is approximately 2 miles below the point of discharge.
The receiving stream, the Shenango River, is in Watershed 20-A and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 2.8 gpd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (gpd) XX XX CBOD5 (5-1 to 10-31) 467 700 20 30 40 (11-1 to 4-30) 584 934 25 40 50 Total Suspended Solids 700 1,050 30 50 60 NH3-N (5-1 to 10-31) 175 7.5 15 (11-1 to 4-30) 525 22.5 45 Phosphorus as ''P'' 23 1 2 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 0.44 1.4 pH 6.0 to 9.0 standard units at all times XX--Monitor and report on monthly DMRs.
Special Conditions: Chronic whole effluent toxicity monitoring.
The EPA waiver is not in effect.
PA0027227, Sewage. City of Farrell, 500 Roemer Boulevard, Farrell, PA 16121. This facility is located in City of Farrell, Mercer County.
Description of Proposed Activity: Renewal of an existing 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 Western PA Water Company--New Castle District intake on the Shenango River located at New Castle, and is approximately 20 miles below the point of discharge.
The receiving stream, the Shenango River, is in watershed 20-A and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 3.57 gpd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (gpd) XX XX CBOD5 1,191 25 40 50 Total Suspended Solids 1,240 30 45 60 NH3-N (5-1 to 10-31) 417 14 28 (11-1 to 4-30) XX XX 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 1.6 pH 6.0 to 9.0 standard units at all times XX--Monitor and report on monthly DMRs.
Combined Sewer Overflow discharge points
Outfall 002 (Broadway Pump Station)
Outfall 006 (CSO related bypass)
Outfall 007 (Spearman Avenue)
Outfall 008 (Beechwood Avenue)The proposed effluent limits for Outfall 009 are based on a design flow of n/a mgd. This discharge shall consist of uncontaminated stormwater runoff from the treatment plant site.
Special Conditions:
1. Superseding effluent limits in Water Quality Management permits.
2. Total Residual Chlorine Miminization.
3. Combined Sewer Overflows (CSO).
4. CSO related bypass.
5. Whole Effluent Toxicity testing for the renewal permit.
6. Stormwater Best Management Practices.The EPA waiver is not 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. 0906405, Sewerage, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976. This proposed facility is located in Richland Township, Bucks County.
Description of Action/Activity: Replacing pumps, pipes, and valves to increase the capacity of the pump station.
WQM Permit No. 1506413, Sewerage, Valley Township, 890 W. Lincoln Highway, P. O. Box 467, Coatesville, PA 19320. This proposed facility is located in Valley Township, Chester County.
Description of Action/Activity: Construction and operation of two pump stations and a force main.
WQM Permit No. 0906406, Sewerage, Milford-Trumbauersville Area Sewer Authority, 1825 Rosenberger Road, P. O. Box 126, Spinnerstown, PA 18968. This proposed facility is located in Milford Township, Bucks County.
Description of Action/Activity: Construction and operation of a new influent pump station including screening system, emergency generator and a stand-by pump.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 4506201, Industrial Waste, Sanofi Pasteur Inc., Discovery Drive, Swiftwater, PA 18370-0187. This proposed facility is located in Pocono Township, Monroe County, PA.
Description of Proposed Action/Activity: This project consists of a rerate of the existing wastewater treatment plant from 350,000 gpd to 450,000 gpd.
WQM Permit No. 4506202, Industrial Waste, Sanofi Pasteur Inc., Discovery Drive, Swiftwater, PA 18370-0187. This proposed facility is located in Pocono Township, Monroe County, PA.
Description of Proposed Action/Activity: This project consists of expansion of the existing wastewater treatment plant to a permitted rate of 550,000 gpd for discharge to Swiftwater Creek and a design flow of 950,000 gpd to meet long-term facility expansion.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 0606403, Sewerage, Perry Township Municipal Authority, 680 Moselem Springs Road, Shoemakersville, PA 19555-9415. This proposed facility is located in Perry Township, Berks County.
Description of Proposed Action/Activity: Application for upgrade/operation of the Water Street Pump Station to serve the Hunter View Subdivision.
WQM Permit No. 3106402, Sewerage, James and Barbara Angelo, P. O. Box 49, Huntingdon, PA 16652. This proposed facility is located in Walker Township, Huntingdon County.
Description of Proposed Action/Activity: Application for upgrade/operation of a small flow sewage treatment plant to serve their single family residence located along Turkey Farm Road.
WQM Permit No. 3696407, Amendment 06-1, Sewerage, Northern Lancaster County Authority, 983 Beam Road, Denver, PA 17517. This proposed facility is located in Brecknock Township, Lancaster County.
Description of Proposed Action/Activity: Application for the installation/operation of UV disinfection at the Gehman School Road Sewage Treatment Plant.
WQM Permit No. 3695402, Amendment 06-1, Sewerage, Northern Lancaster County Authority, 983 Beam Road, Denver, PA 17517. This proposed facility is located in Brecknock Township, Lancaster County.
Description of Proposed Action/Activity: Application for the installation/operation of UV disinfection at the Kramer Mill Road Sewage Treatment Plant.
WQM Permit No. 0606404, Sewerage, Amity Township, 2004 Weavertown Road, Douglassville, PA 19518. This proposed facility is located in Amity Township, Berks County.
Description of Proposed Action/Activity: Application for construction/operation of the Monocacy Pump Station.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 6506403, Sewerage, Municipal Sanitary Authority of the City of New Kensington, 120 Logans Ferry Road, New Kensington, PA 15068-2046. This proposed facility is located in the City of New Kensington, Westmoreland County.
Description of Proposed Action/Activity: Application for the construction and operation of headworks and blower building.
The Pennsylvania Infrastructure Investment Authority which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
WQM Permit No. WQG026110, Sewerage, Beaver County Corporation for Economic Development, 250 Insurance Street, Suite 300, Beaver, PA 15009. This proposed facility is located in Big Beaver Borough, Beaver County.
Description of Proposed Action/Activity: Application for the construction and operation of a pump station.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 2504403, Sewerage Amendment No. 1, Stephen G. Hess, 1718 Biebel Avenue, Erie, PA 16509. This proposed facility is located in Franklin Township, Erie County.
Description of Proposed Action/Activity: A single residence sewage treatment plant.
WQM Permit No. 2503418, Sewerage, Municipal Authority of the Borough of Waterford, 30 South Park Row, P. O. Box 49, Waterford, PA 16441. This proposed facility is located in Waterford Borough, Erie County.
Description of Proposed Action/Activity: This project is to install secondary clarifier and modify the primary clarifier at an existing sewage treatment facility.
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
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI010906014 Buckingham Ridgeview, LP
2347 Iris Court
Jamison, PA 18929Bucks Buckingham Township UNT Paunnacussing Creek
HQ-CWFPAI010906024 Nottingham Building Group, LLC
375 Ivyland Road
Warminster, PA 18974Bucks Milford Township UNT Unami Creek
HQ-TSFPAI011506052 Thomas Morelli
81 Lancaster Avenue
Suite 209
Malvern, PA 19355Chester East Whiteland Township Valley Creek
EVNortheast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Lehigh County Conservation District: Lehigh Ag. Ctr., Suite 102, 4184 Dorney Park Road, Allentown, PA 18104, (610) 391-9583
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023906016 Joel Koehler
Jet Development
266 Kristin Lane
Allentown, PA 18104Lehigh South Whitehall Township Little Lehigh Creek
HQ-CWFPAI023906017 Joe Posh
Posh Properties
2216 Willow Park Road
Bethlehem, PA 18017Lehigh Salisbury Township Little Lehigh Creek
HQ-CWFSouthwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Somerset County AG Center, Somerset Conservation District, 6024 Glades Pike, Suite 103, Somerset, PA 15501, (814) 445-4652.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI055606003 Lookout WindPower, LLC
10 St. Francis Way
Suite 180
Cranberry Township, PA 16066Somerset Brothersvalley and Northampton Townships Blue Lick Creek
CWF
UNT to Buffalo Creek
CWF
Ware Run
HQ/CWF
Brush Creek
HQ/CWFNorthwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI061006001 Arden Woods Subdivision
Donald Rodgers
Arden Development Partners, LP
215 Executive Drive
Suite 300
Cranberry Township, PA 16066Butler Lancaster Township Scholars Run
WWF
Connoquenessing Creek
WWF
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
Northeast Region: Water Supply Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Application No. 5206503, Public Water Supply
Applicant Aqua Pennsylvania, Inc. Lackawaxen Township Pike County Responsible Official Roswell S. McMullen, P. E.
HCR 6 Box 6040
Hawley, PA 18428Type of Facility PWS Consulting Engineer Entech Engineering, Inc.
4 South Fourth Street
P. O. Box 32
Reading, PAApplication Received Date July 10, 2006 Description of Action The addition of a chlorination system at an existing well in the Woodledge Water System. Southcentral Region: Water Supply Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
Permit No. 0606511, Public Water Supply.
Applicant Sittler's Mobile Home Park Municipality Maxatawny Township County Berks Responsible Official Michael V. Katz, Owner
60 Quarry Road
Box 303
Kutztown, PA 17530-0303Type of Facility Public Water Supply Consulting Engineer John P. Spitko, P. E.
Spotts Stevens and McCoy, Inc.
1047 North Park Road
Reading, PA 19610-0307Application Received: 7/6/2006 Description of Action Permit to use Well No.4. Northcentral Region: Water Supply Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
Permit No. 1406504--Construction Public Water Supply.
Applicant Trotter Farm Planned Community Association, Inc. Township or Borough Halfmoon Township County Centre Responsible Official Rodney Frazier, President
Trotter Farm Planned Community Association, Inc.
2121 Old Gatesburg Road
State College, PA 16803Type of Facility Public Water Supply--Construction Consulting Engineer Marcus A. Marasco
Gwin, Dobson & Foreman, Inc.
3121 Fairway Drive
Altoona, PA 16602
Application Received Date July 27, 2006 Description of Action Construction of new well, water storage tank and treatment/pump building. Central Office: Bureau Director, Water Standards and Facility Regulation, P. O. Box 8467, Harrisburg, PA 17105-8467.
Permit No. 9996374, Public Water Supply.
Applicant CG Roxane, LLC Township or Borough Salem, SC Responsible Official Keith Umberger, Plant Manager Type of Facility Out-of-State Bottled Water System Application Received Date July 24, 2006 Description of Action Applicant requesting Department approval to sell bottled water in this Commonwealth under the brand name Crystal Geyser Natural Alpine Spring Water.
MINOR AMENDMENT
Applications Received Under the Pennsylvania Safe Drinking Water Act
Southwest Region: Water Supply Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Application No. 0206505MA, Minor Amendment.
Applicant Municipal Authority of the Borough of Oakmont
P. O. Box 73
721 Allegheny Avenue Oakmont, PA 15139Township or Borough Penn Hills and West Deer Township Responsible Official John Dunlap, General Manager
Municipal Authority of the Borough of Oakmont
P. O. Box 73
721 Allegheny Avenue
Oakmont, PA 15139Type of Facility Water storage tanks Consulting Engineer NIRA Consulting Engineers Inc.
950 Fifth Avenue
Coraopolis PA 15108Application Received Date July 20, 2006 Description of Action Cleaning, painting and structural steel repairs to the Russellton and Rosedale Standpipes. Application No. 0206506MA, Minor Amendment.
Applicant Harrison Township Water Authority
1705 Rear Freeport Road
Natrona Heights, PA 15065Township or Borough Harrison Township Responsible Official Charles V. Craig, General Manager
Harrison Township Water Authority 1705 Rear Freeport Road
Natrona Heights, PA 15065Type of Facility Water storage tank Consulting Engineer NIRA Consulting Engineers Inc.
950 Fifth Avenue
Coraopolis, PA 15108Application Received Date July 25, 2006 Description of Action Painting of the Summit Avenue Water Storage Tank.
WATER ALLOCATIONS
Applications received under the act of June 24, 1939 (P. L. 842, No. 365) (35 P. S. §§ 631--641) relating to the acquistion of rights divert waters of this Commonwealth
Northcentral Region: Water Supply Management Program Manager, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448.
WA 14-1010, Water Allocations. Gregg Township Water Authority, P. O. Box 165, Spring Mills, PA 16875, Gregg Township, Centre County. Application submitted to replace the expired Water Allocation Permit. A maximum daily withdrawl of 97,200 gpd from Fireman's Spring.
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