[37 Pa.B. 1129]
[Saturday, March 10, 2007]
[Continued from previous Web Page] Outfall 017: Stormwater
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Aluminum Monitor and Report
Iron, total Monitor and Report
Sulfate Monitor and Report
Manganese Monitor and Report
Magnesium Monitor and Report
pH Monitor and Report
Outfall 018: Stormwater
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Bromide Monitor and Report
Sulfate Monitor and Report
Iron, total Monitor and Report
Magnesium Monitor and Report
Zinc Monitor and Report
Manganese Monitor and Report
pH Monitor and Report Outfall 019: Stormwater
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneoous Parameter Monthly Daily Monthly Daily Maximum Iron Monitor and Report
Magnesium Monitor and Report
Sulfate Monitor and Report
pH Monitor and Report Outfall 020: Stormwater
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Bromide Monitor and Report
Sulfate Monitor and Report
Boron Monitor and Report
Iron, total Monitor and Report
Magnesium Monitor and Report
pH Monitor and Report Other Conditions: Effluent chlorine minimization condition and a requirement to conduct a Toxics Reduction Evaluation, conditions to monitor stormwater.
The EPA waiver is not in effect.
PA0022004, Industrial Waste, SIC, 2819, Flexsys America, LP, 829 Route 481, Monongahela, PA 15063. This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater and untreated stormwater from its Monongahela Plant in Carroll Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Pigeon Creek and Taylors Run, classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Pennsylvania American Water Company, located at Elrama, 8.3 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.033 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 8.3 17 30 60 Oil and Grease 2.8 10 Carbon Disulfide 0.28 0.55 1.0 2.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 001: existing discharge, design flow of 0.033 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 uncontaminated stormwater
and sources monitored at Internal Monitoring Point 101.Outfall S01: existing discharge of stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from Outfall S01 shall consist of uncontaminated stormwater
runoff only.Outfall S02: new discharge of stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from Outfall S02 shall consist of uncontaminated stormwater
runoff only.Outfall S03: existing discharge of stormwater and mine drainage.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Iron, Total Monitor and Report
Manganese Monitor and Report Aluminum Monitor and Report
pH Monitor and Report PA0110591, Industrial Waste, SIC, 3399, North American Hoganas High Alloys, LLC, 101 Bridge Street, Johnstown, PA 15902. This application is for renewal of an NPDES permit to discharge treated process water and untreated cooling water and stormwater from the Johnstown Facility in Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Stonycreek 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 the Buffalo Township Municipal Authority, located at Freeport 84 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.0406 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 6.58 11.68 13.7 28.8 Oil and Grease 4.61 6.27 9.4 14.0 Copper 0.67 1.28 0.54 1.0 1.35 Cyanide 0.08 0.19 0.07 0.16 0.175 Lead 0.13 0.28 0.11 0.23 0.275 Chromium, Total 0.04 0.09 0.06 0.14 0.15 Nickel 0.08 0.12 0.07 0.11 0.17 Fluoride 5.59 12.61 5.1 11.5 12.7 Ammonia 2.62 5.96 Iron, Total 0.34 0.67 0.31 0.61 0.8 pH not less than 7.5 nor greater than 10.0 Other Conditions: Part C conditions for controls on noncontact cooling water, stormwater, sampling and chemical additives.
The EPA waiver is not in effect.
Outfall 001: existing discharge, design flow of 0.0982 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of those sources previously monitored
at 101, noncontact cooling water and stormwater runoff.
Flow (mgd) Monitor and Report
Copper Monitor and Report
Lead Monitor and Report
Chromium, Total Monitor and Report
Nickel Monitor and Report
Iron, Total Monitor and Report
pH not less than 6.0 nor greater than 10.0 Outfall 002: existing discharge, design flow of 0.0231 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of noncontact cooling water and stormwater runoff.
The net addition of pollutants to noncontact cooling water is restricted by Part C of
the permit.
Flow (mgd) Monitor and Report
Nitrate-Nitrite Monitor and Report
Fluoride Monitor and Report
Chromium, Total Monitor and Report Copper Monitor and Report
Iron, Total Monitor and Report
pH not less than 6.0 Outfall 003: existing discharge, design flow of 0.01 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of noncontact cooling water, boiler blowdown and
stormwater runoff. The net addition of pollutants to noncontact cooling water is
restricted by Part C of the permit.Flow (mgd) Monitor and Report
Nitrate-Nitrite Monitor and Report
Chromium, Total Monitor and Report
Copper Monitor and Report
Iron, Total Monitor and Report
pH not less than 6.0
Outfall 004: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Nitrate-Nitrite Monitor and Report
Chromium, Total Monitor and Report
Copper Monitor and Report Iron, Total Monitor and Report
pH Monitor and Report Outfalls 005: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report Nitrate-Nitrite Monitor and Report Chromium, Total Monitor and Report Copper Monitor and Report
Iron, Total Monitor and Report
pH Monitor and Report Outfalls 006: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Nitrate-Nitrite Monitor and Report
Chromium, Total Monitor and Report
Copper Monitor and Report
Iron, Total Monitor and Report
pH Monitor and Report Outfalls 007: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Nitrate-Nitrite Monitor and Report
Chromium, Total Monitor and Report Copper Monitor and Report
Iron, Total Monitor and Report
pH Monitor and Report Outfalls 008: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Nitrate-Nitrite Monitor and Report
Chromium, Total Monitor and Report
Copper Monitor and Report
Iron, Total Monitor and Report
pH Monitor and Report Outfalls 009: existing discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report Nitrate-Nitrite Monitor and Report Chromium, Total Monitor and Report
Copper Monitor and Report Iron, Total Monitor and Report
pH Monitor and Report Outfalls 010: new discharge stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Copper Monitor and Report
pH Monitor and Report PA0031470, Sewage, Penns Manor Area School District, 6003 Route 553 Highway, Clymer, PA 15728-8318. This application is for renewal of an NPDES permit to discharge treated sewage from Penns Manor Area High School Sewage Treatment Plant in Cherryhill Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Rose 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 Central Indiana Water Authority located on Yellow Creek.
Outfall 001: existing discharge, design flow of 0.03 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) 2.3 4.6 (11-1 to 4-30) 5.0 10.0 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 0.1 0.2 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.
PA0097390, Sewage, Marion Township, 485 Hartzell School Road, Fombell, PA 16123. This application is for renewal of an NPDES permit to discharge treated sewage from Veckaplast STP in Marion Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Connoquenessing 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 Beaver Falls Municipal Authority.
Outfall 001: existing discharge, design flow of 0.028 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Phosphorus 2 4 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 meanc
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218847, Sewage, Pyramid Healthcare, Inc., 1216 11th Avenue, Altoona, PA 16601. This application is for renewal of an NPDES permit to discharge treated sewage from Pyramid Healthcare STP in Reade Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Drainage Swale to Powell 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: PA American Water Co., on the West Branch Susquehanna River near Milton.
Outfall 001: existing discharge, design flow of 0.00241 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 1.4 3.3 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0027511, Sewage, New Castle Sanitation Authority, 110 Washington Street, P. O. Box 1404, New Castle, PA 16101. This proposed facility is located in New Castle, Lawrence 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 Beaver Falls Municipal Authority-Eastvale intake located on the Beaver River and is approximately 15 miles below point of discharge.
The receiving stream, the Mahoning 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 17 mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX XX CBOD5 3,544 5,671 25 40 50 Total Suspended Solids 4,253 6,380 30 45 60 NH3-N (5-1 to 10-31) 2,552 18 36 Chronic Whole Effluent Toxicity 5.91 TUc 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 0.11 0.37 Zinc XX pH 6.0 to 9.0 standard units at all times XX--Monitor and report on monthly DMRs.
Special Conditions:
1. Federal Pretreatment Program.
2. TRC Minimization.
3. Whole Effluent Toxicity (WET) testing for the permit renewal.
4. Chronic WET limit.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. 1507402, Sewerage, Pennsylvania American Water Company, 4 Wellington Boulevard, Wyomissing, PA 19610. This proposed facility is located in Coatesville City, Chester County.
Description of Action/Activity: Replacement of a 8" sewer main on 4th Avenue and Fleetwood Street to a 12" SDR 35 PVC sewer main.
WQM Permit No. 1507401, Sewerage, West Brandywine Township Municipal Authority, 198 Lafayette Road, Coatesville, PA 19320. This proposed facility is located in West Brandywine Township, Chester County.
Description of Action/Activity: Construction and operation of 2 new pumping stations and sewer conveyance systems.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 3907402, Sewerage, Coplay-Whitehall Sewer Authority, 2313 MacArthur Road, Whitehall, PA 18052. This proposed facility is located in Whitehall Township and City of Allentown, Lehigh County, PA.
Description of Proposed Action/Activity: This project will replace 8,500 linear feet of existing sanitary sewer interceptor along Jordan Creek for the Coplay-Whitehall Sewer Authority.
WQM Permit No. 5407401, Sewerage, Melanie Manor Mobile Home Estates, LLC, P. O. Box 537, Bainbridge, PA 17502-0537. This proposed facility is located in Union Township, Schuylkill County, PA.
Description of Proposed Action/Activity: This project is for the installation of improvements to the existing wastewater treatment facility serving the park.
WQM Permit No. 4507402, Sewerage, Arrowhead Sewer Company, Inc., H.C. 88, Box 305, Pocono Lake, PA 18347. This proposed facility is located in Coolbaugh Township, Monroe County, PA.
Description of Proposed Action/Activity: This project is for the construction of up flow sludge blanket filtration plants to replace the existing wastewater treatment plant.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. WQG01310701, Sewerage, Gina R. Kenepp, 4981 Ice Pond Lane, Alexandria, PA 16611. This proposed facility is located in Porter Township, Huntingdon County.
Description of Proposed Action/Activity: Seeking approval for construction/operation of a small flow sewage treatment system to replace a malfunctioning system at their single-family residence.
WQM Permit No. 2191402, Amendment 07-1, Sewerage, Silver Spring Township Authority, 31 West Main Street, P. O. Box 1001, New Kingstown, PA 17072-1001. This proposed facility is located in Silver Spring Township, Cumberland County.
Description of Proposed Action/Activity: Seeking approval for the increase discharge capacity at the Vo-Tech School Pump Station by increasing the pump suction pipe size and increasing the pump speed.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. WQG02550701, Sewerage, SIC 4952, Penn Township Municipal Authority, 2585 Route 522, P. O. Box 155, Selinsgrove, PA 17870-0155. This proposed facility will be located in Penn Township, Snyder County.
Description of Proposed Action/Activity: The Authority is proposing the design, construction and operation of a 12,000 gpd pump station, which will convey sanitary wastewater from the Pawling Station Business Park, through the Penn Township Municipal Authority's collection system, to the Eastern Snyder County Regional Authority wastewater treatment plant. This is a second publication, to correct the earlier notice that incorrectly listed the facility in Centre County.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. WQG016142, Sewerage, James F. Stewart, 124 Hyndman Road, Hyndman, PA 15545. This proposed facility is located in Wellersburg Borough, Somerset 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. 2069405, Sewerage Amendment No. 1, Keystone Utilities Group, Inc., 764 Bessemer Street, Meadville, PA 16335. This proposed facility is located in Greenwood Township, Crawford County.
Description of Proposed Action/Activity: This project is to permit the existing sodium bisulfite feed system used for dechlorination.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. NPDES Applications for 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/UsePAI012307001 211 Sycamore Mill Road, LLC
160 Park Place
Media, PA 19063
Delaware Upper Providence Township UNT Ridley Creek
HQ-TSF
UNT Crum Creek
WWFPAI011503065A-2 Lincoln University
1570 Old Baltimore Pike
MSC--197; P. O. Box 179
Lincoln University, PA 19352Chester Lower Oxford Township UNT Big Elk Creek
HQ-TSF-MFPAI011506076A-1 Black Granite Village, LP
3441 St. Peters Road
P. O. Box 428
St. Peters, PA 19470Chester Warwick Township French Creek
EVPAI011507006 Upper Uwchlan Township
140 Pottstown Pike
Chester Springs, PA 19425Chester Upper Uwchlan Township Pickering Creek
HQ-TSFPAI015107002 Penrose Park Associates, LP
17509 Walton Road
Blue Bell, PA 19422-0465
Philadelphia City of Philadelphia Schuylkill River
WWF-MFNortheast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Monroe County Conservation District: 8050 Running Valley Road, Stroudsburg, PA 18360, (570) 629-3060.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI024506031 Summit Realty Advisors, LLC
8 Devonshires Court
Blue Bell, PA 19422Monroe Barrett Township Mill Creek
HQ-CWFPike County Conservation District: HC 6, Box 6770, Hawley, PA 18428, (570) 226-8220.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI025207001 Pocono Environmental Education Center
R. R. 2, Box 1010
Dingmans Ferry, PA 18328
Pike Lehman Township two tributaries to Delaware River
HQ-CWFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI033606008 Jack Boorse
306 School House Road
Souderton, PA 18964Lancaster Brecknock Township UNT Black Creek
HQ-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, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Application No. 4007501, Public Water Supply.
Applicant United Water Pennsylvania Dallas Township
Luzerne CountyResponsible Official John Hollenbach
United Water Pennsylvania
4211 East Park Circle
Harrisburg, PA 17111Type of Facility Public Water System Consulting Engineer United Water Pennsylvania
Thomas Schink
4211 East Park Circle
Harrisburg, PA 17111Application Received Date 1/23/07 Description of Action Request approval for the construction of a new 8'' PVC water transmission main to purchase water from Pennsylvania American Water Company at Huntsville WTP. Application No. 4806505, Public Water Supply.
Applicant Utilities Inc. Westgate Hanover Township
Northampton CountyResponsible Official Charles Madison
503 Hallet Road
East Stroudsburg, PA 18301Type of Facility Public Water System Consulting Engineer F.X. Browne, Inc.
P. O. Box 401
Lansdale, PA 19446Application Received Date 12/13/06 Description of Action Change source of supply from on site private wells to finished water from the Bethlehem City Water. Application No. 4506505, Public Water Supply.
Applicant Pocono Manor Investors PT1, LP Pocono and Tobyhanna Townships Responsible Official James M. Cahill, Vice President
Pocono Manor Inn
P. O. Box 38
Pocono Manor, PA 18349Type of Facility Public Water System Consulting Engineer Evan R. Andrews
Pennoni Associates, Inc.
100 N. Wilkes-Barre Boulevard
Wilkes-Barre, PA 18702Application Received Date 1/11/07 Description of Action Request approval for new well, rerate existing well, new distribution system and new 2 MG finished water storage facility. Application No. 4006507, Public Water Supply.
Applicant Freeland Borough Municipal Authority Freeland Borough
Luzerne CountyResponsible Official Joseph G. Wizda, Chairperson
Freeland Borough Municipal Authority
711 Birkbeck Street
Freeland, PA 18224Type of Facility Public Water System Consulting Engineer Borton Lawson Engineering
613 Baltimore Drive
Suite 300
Wilkes-Barre, PA 18702-7903Application Received Date 12/29/06 Description of Action Addition of caustic soda for pH and Alkalinity Adjustment. Central Office: Bureau Director, Water Standards and Facility Regulation, P. O. Box 8467, Harrisburg, PA 17105-8467.
Permit No. 9996417, Public Water Supply.
Applicant DS Waters of America, LP Township or Borough Mableton, GA Responsible Official Tracy Casper, Quality Assurance Manager
Type of Facility Out-of-State Bottled Water System Application Received Date February 23, 2007 Description of Action Applicant requesting Department approval to change company name from DS Waters of America, LP to DS Waters of America, Inc. Permit No. 9996546, Public Water Supply.
Applicant Nestle Waters Canada Township or Borough Guelph, Ontario, Canada Responsible Official Lynn G. Burley, Quality Resource Type of Facility Out-of-State Bottled Water System Application Received Date February 23, 2007 Description of Action Applicant requesting Department approval to sell bottled water in this Commonwealth under the brand name Ice Mountain Natural Spring Water and Nestle Pure Life Purified Water. Northcentral Region: Water Supply Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
Permit No. 4107501--Construction Public Water Supply.
Applicant American Tempo Village Mobile Home Park Township or Borough Lycoming Township County Lycoming Responsible Official Jeff Stout, President
American Tempo Village Mobile Home Park
528 Ruben Kehrer Road
Muncy, PA 17756
Type of Facility Public Water Supply--Construction Consulting Engineer Britt Bassett, P. E.
Bassett Engineering
1440 Broad Street
Montoursville, PA 17754Permit Issued Date February 22, 2007 Description of Action Experiencing problems with high barium levels. Propose softening to eliminate barium problem.
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