[35 Pa.B. 4834]

[Continued from previous Web Page]

   PA0031933, Industrial Waste, SIC, 4911, Orion Power MidWest, LP, 121 Champion Way, Canonsburg, PA 15317-5817. This application is for renewal of an NPDES permit to discharge treated process water, sewage and stormwater from Brunot Island Power Station in Pittsburgh, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, the Ohio 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 West View Water Authority, located at West View, 2 miles below the discharge point.

   Outfall 001: existing discharge, design flow of 0.53 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Free Available Chlorine			0.2		0.5
Total Residual Chlorine			0.5		1.0
Zinc			1.0	1.0
Chromium			0.2	0.2
Temperature (°F)					110
pH	not less than 6.0 nor greater than 9.0

   Outfall 201: existing discharge, design flow of 0.0144 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
pH	not less than 6.0 nor greater than 9.0

   Outfall 301: existing discharge, design flow of 0.018 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
pH	not less than 6.0 nor greater than 9.0

   Outfall 002: existing discharge, design flow of 0.015 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	0.015
Total Suspended Solids			30	60
CBOD5			25	50
Fecal Coliform
(5-1 to 10-31)			200 #/100 ml	400 #/100 ml
(11-1 to 4-30)		2,000 #/100 ml
TRC			1.4	3.3
pH	not less than 6.0 nor greater than 9.0

   Outfall 003: existing discharge, design flow of 0.026 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
pH	not less than 6.0 nor greater than 9.0

   Outfall 004: existing discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	Debris collected on the intake racks shall not be returned to the stream.

   The EPA waiver is in effect.

   PA0218081, Industrial Waste, SIC 3547, WHEMCO-Steel Castings, Inc., 5 Hot Metal Street, Suite 300, Pittsburgh, PA 15203-2351. This application is for renewal PDES permit to discharge treated process water and untreated cooling water and stormwater from the West Homestead Plant (including Hays Heat Treatment Building) in West Homestead Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, Streets Run, West Run and Monongahela River, 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 PA-American Water Company, Becks Run Intake, located at Pittsburgh, PA over 1 1/2 miles below the discharge point.

   Outfall 006: existing discharge, design flow of 0.024 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Average	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 s.u.

   Outfall 106: existing discharge, design flow of 0.024 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Average	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Oil and Grease				10
Total Suspended Solids			15	40
Iron			3.4	6.8
pH	not less than 6.0 nor greater than 9.0 s.u.

   Outfalls 001, 003--005, 007, 008 and 014: existing discharge, stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Average	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Zinc			Monitor and Report
pH (s.u.)			Monitor and Report

   Other Conditions: Solids disposal, stormwater, floating solids, temperature and cooling water, Part II application and identify outfalls.

   The EPA waiver is in effect.

   PA0032395, Sewage, Richard T. Patik, P. O. Box 511, Rumbaugh Avenue, Mt. Pleasant, PA 15666. This application is for renewal of an NPDES permit to discharge treated sewage from Lakeview MHP STP in Perry Township, Fayette County.

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

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

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10			20
Suspended Solids	25			50
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 5.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0090816, Sewage, 51 Park Properties, 3010 Homestead-Duquesne Boulevard, West Mifflin, PA 15122. This application is for renewal of an NPDES permit to discharge treated sewage from 51 Park Properties STP in Forward Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Gillespie Run, 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 McKeesport Municipal Water Authority.

   Outfall 001: existing discharge, design flow of 0.06 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	1.5			3.0
(11-1 to 4-30)	2.3			4.6
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 as a geometric mean
Total Residual Chlorine	0.02			0.05
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.

   PA0092550, Sewage, Bradys Bend Township Water & Sewer Authority, 221A St. Mary's Cemetery Road, East Brady, PA 16028. This application is for renewal of an NPDES permit to discharge treated sewage from the Bradys Bend Sewage Treatment Plant in Bradys Bend Township, Armstrong County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Sugar 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 PA American Water Company.

   Outfall 001: existing discharge, design flow of 0.05 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25.0	37.5		50.0
Suspended Solids	30.0	45.0		60.0
Ammonia Nitrogen
(5-1 to 10-31)	16.0	24.0		32.0
(11-1 to 4-30)	25.0	37.5		50.0
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
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0094099, Sewage, PA District Brethren Church, 902 Cumberland Highway, Berlin, PA 15530. This application is for renewal of an NPDES permit to discharge treated sewage from Camp Penial Sewage Treatment Plant in Greenville Township, Somerset County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Miller 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 Ohiopyle Borough Waterworks located on the Youghiogheny River.

   Outfall 001: existing discharge, design flow of 0.006 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10			20
Suspended Solids	25			50
Ammonia Nitrogen
(5-1 to 10-31)	8.0			16.0
(11-1 to 4-30)	24.0			48.0
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
PH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0097691, Sewage, Richard D. LeClair, 7 KOA Road, Washington, PA 15301. This application is for renewal of an NPDES permit to discharge treated sewage from Washington KOA Kampgrounds STP in South Strabane Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Little Chartiers Creek, which are classified as a HQ-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 Western PA Water Company on Little Chartiers Creek.

   Outfall 001: existing discharge, design flow of 0.01 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10			20
Suspended Solids	25			50
Ammonia Nitrogen
(5-1 to 10-31)	3.0			6.0
(11-1 to 4-30)	9.0			18.0
Phosphorus	6			12
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
Total Residual Chlorine	1.3			3.0
Dissolved Oxygen	not less than 5 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0205095, Sewage, John Kowalik, Jr., R. D. 3, Box 470, New Alexandria, PA 15670. This application is for renewal of an NPDES permit to discharge treated sewage from John Kowalik, Jr. Single Residence Sewage Treatment Plant in New Alexandria Borough, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as a UNT to a UNT of Loyalhanna 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 Buffalo Township Municipal Authority--Allegheny River.

   Outfall 001: existing discharge, design flow of 0.0004 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	Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0205460, Sewage, Loretta Schermock, Georgetown Heights Mobile Estates, 20215 Sunny Shores Drive, Humble, TX 77346. This application is for renewal of an NPDES permit to discharge treated sewage from the Georgetown Heights Mobile Estates STP in Greene Township, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Smiths Run, 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 City of East Liverpool located on the Ohio River at RM 40.2.

   Outfall 001: existing discharge, design flow of 0.0185 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)	6.0			12.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 9-30)	2,000/100 ml as a geometric mean
Total Residual Chlorine	0.2			0.5
Dissolved Oxygen	not less than 5 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0216666, Sewage, Cumberland Coal Resources, LP, 158 Portal Road, P. O. Box 1020, Waynesburg, PA 15370. This application is for renewal of an NPDES permit to discharge treated sewage from Cumberland Mine in Whiteley Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Whiteley Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Masontown Municipal Waterworks--Monongahela River.

   Outfall 002: existing discharge, design flow of 0.02 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)	4.0			8.0
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	0.13			0.3
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.

   PA0218448, Sewage, Whitethorn Homeowners Association, 281 Wolf Lake Road, New Alexandria, PA 15670. This application is for renewal of an NPDES permit to discharge treated sewage from Whitethorn Sewage Treatment Plant in Salem Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT to Whitethorn 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 Buffalo Township Municipal Authority, Freeport.

   Outfall 001: existing discharge, design flow of 0.011 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)	22.5			45.0
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
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0218570, Sewage, Central Mainline Sewer Authority, P. O. Box 56, Lilly, PA 15938. This application is for renewal of an NPDES permit to discharge treated sewage from Central Mainline Sewer Authority Wastewater Treatment in Portage Township, Cambria County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Little Conemaugh River, 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 Saltsburg Municipal Water Works located on the Conemaugh River.

   Outfall 001: existing discharge, design flow of 0.35 mgd.

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

   The EPA waiver is in effect.

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

   PA0239658, Sewage. Robert J. Mauersburg SFTF, 27 Gravel Lick Road, Strattanville, PA 16258. This proposed facility is located in Millcreek Township, Clarion County.

   Description of Proposed Activity: new domestic 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 PA-American Water Company intake located on the Clarion River approximately 4 miles below point of discharge.

   The receiving stream, the Dry/Intermittent Tributary to Blyson Run, is in watershed 17-B and classified for EV, aquatic life, water supply and recreation.

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

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

XX = Monitor and Report
XXX = Monitor and Report UV intensity on AMRs.

   The EPA waiver is in effect.

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III. WQM Industrial Waste and Sewerage Applications Under the Clean Streams Law (35 P. S. §§ 691.1--691.1001)

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

   WQM Permit No. 6705408, Sewerage, Delta Borough, 208 Bunker Hill Avenue, Delta, PA 17314. This proposed facility is located in Delta Borough, York County.

   Description of Proposed Action/Activity: Construction/Operation of Plant Expansion including Phase II.

   WQM Permit No. 0691419 Amendment 05-1, Sewerage, Twin Valley School District, 4851 Twin Valley Road, Elverson, PA 19520. This proposed facility is located in Caernarvon Township, Berks County.

   Description of Proposed Action/Activity: Replacement of a portion of the existing sand filter with a new self-cleaning filter.

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

   WQM Permit No. 1805402 Sewerage Municipal, Woodward Township Sewer Authority, 86 Riverside Terrace, Lock Haven, PA 17745. This proposed facility is located in Woodward Township, Clinton County.

   Description of Proposed Action/Activity: Reconstruction of the existing Upper Lockport Pump Station in Riverview Park with new wet well, submersible pumps, controls and associated piping.

   WQM Permit No. 5905401 Sewage 4952, Liberty Area Municipal Authority, P. O. Box 73, Liberty, PA 16930. This proposed facility is located in Liberty Boro/Liberty Township, Tioga County.

   Description of Proposed Action/Activity: The applicant proposes to construct and operate a sewer collection system and a 75,000 gallon per day recirculating sand filter sewage treatment plant; 28,600 feet of the sewer will be a septic tank effluent collection system; 8,700 feet will be conventional gravity sewer. Disinfection will be by UV light with a backup chlorinator during flood stage events. A cascade aerator will increase dissolved oxygen levels prior to discharge to Blockhouse Creek.

   WQM Permit No. 1204401, Sewerage 4952, Mid-Cameron Authority, 421 North Broad Street, Emporium, PA 15834. This proposed facility is located in Shippen Township, Cameron County.

   Description of Proposed Action/Activity: Mid-Cameron Authority proposes treatment upgrades and an increase in design flow of their wastewater treatment plant in Shippen Township, Cameron County. The proposed treatment upgrades will provide for the existing needs as identified in the Act 537 Plan, reduce the number of combined sewer overflow events and address the Chesapeake Bay Program nutrient reduction efforts.

   WQM Permit No. 0805402, Sewerage Municipal, Athens Township Authority, 370 Pennsylvania Avenue, Sayre, PA 18840. This proposed facility is located in Athens Township, Bradford County.

   Description of Proposed Activity: Modification to two pump stations and a sewer main extension consisting of approximately 11,000 feet of gravity and 2,850 feet of force main.

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

   WQM Permit No. 6505406, Sewerage, Latrobe Municipal Authority, 104 Gueirrier Street, Latrobe, PA 15650. This proposed facility is located in the City of Latrobe, Westmoreland County.

   Description of Proposed Action/Activity: Application for the construction and operation of a replacement pump station for the existing pump station.

   WQM Permit No. 6505404, Sewerage, Salem Township Supervisors, 244 Congruity Road, Greensburg, PA 15601. This proposed facility is located in Salem Township, Westmoreland County.

   Description of Proposed Action/Activity: Application for the construction and operation of a sanitary sewer collection facility to connect the existing Oakford Compressor Station into the existing Salem Township sanitary sewer system.

   WQG Permit No. WQG016112, Sewerage, Charter One Mortgage, Inc., 10561 Telegraph Road, Glen Allen, VA 23059. This proposed facility is located in West Deer Township, Allegheny County.

   Description of Proposed Action/Activity: Application for the construction and operation of a single-family residence small flow treatment facility to replacement a malfunctioning onlot sewage system.

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

   WQM Permit No. WQG018395, Sewerage, Joseph Bilinski, 7715 Locust Place, Port Tobacco, MD 20677. This proposed facility is located in McKean Township, Erie County.

   Description of Proposed Action/Activity: A single residence sewage treatment plant.

   WQM Permit No. WQG018399, Sewerage, Michael H. Thomas, 109 Matthews Run Road, Youngsville, PA 16371. This proposed facility is located in Sugar Grove Township, Warren County.

   Description of Proposed Action/Activity: A single residence sewage treatment plant.

   WQM Permit No. WQG018386, Sewerage, Tara Martin, P. O. Box 386, Columbus, PA 16405. This proposed facility is located in Columbus Township, Warren County.

   Description of Proposed Action/Activity: A single residence sewage treatment plant.

   WQM Permit No. WQG018404, Sewerage, Jason Spear, R. D. 2, Box 150, Sugar Grove, PA 16350. This proposed facility is located in Farmington Township, Warren County.

   Description of Proposed Action/Activity: A single residence sewage treatment plant.

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IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)

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V. Applications for NPDES Waiver Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)

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VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI01011505057	Coventry Self Storage Coventry Self Storage Expansion 583 Old Schuylkill Road Pottstown, PA 19465	Chester	East Coventry Township	UNT Schuylkill River (HQ-TSF)
PAI011505058	LTK Associates, LP The Calvary Chapel of Chester Springs 55 Country Club Drive Suite 200 Downingtown, PA 19335	Chester	Uwchlan Township	Shamona Creek (HQ-TSF-MF)
PAI011505059	CMR Development Corporation 3125 Horseshoe Pike Honey Brook, PA 19344	Chester	Caln Township	West Branch Brandywine Creek (HQ)

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

   Schuylkill County Conservation District: 1206 Ag. Center Dr., R. R. 5, Box 5810, Pottsville, PA 17901, (570) 622-3742.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI025404002	George Zamias Tamaqua Associates, LP 300 Market Street Johnstown, PA 15901	Schuylkill	Rush Township	Nesquehoning Creek Watershed HQ-CWF Schuylkill River Watershed CWF

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VII. List of NOIs for NPDES and/or Other General Permit Types

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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

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Applications Received under the Pennsylvania Safe Drinking Water Act

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

   Permit Application No. 3905503, Public Water Supply.

Applicant	South Whitehall Township Authority South Whitehall Township Lehigh County
Responsible Official	Gerald D. Gasda, Manager South Whitehall Township Municipal Building 4444 Walbert Avenue Allentown, PA 18104-1699 (610) 398-0401
Type of Facility	Community Water System
Consulting Engineer	Steven R. Henning, P. E. The Pidcock Group 2451 Parkwood Drive Allentown, PA 18103 (610) 791-2252
Application Received Date	August 1, 2005
Description of Action	Application for construction of a booster pump station, disinfection facilities and chlorine contact tank to serve the Cedarbrook Nursing Home and Hospital.

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

   Application No. 3705501, Major Amendment, Public Water Supply

Applicant	PA American Water Company
Township or Borough	Ellwood City, Lawrence County
Responsible Official	William H. Lage, Project Manager
Type of Facility	PWS
Application Received Date	07/22/2005
Description of Action	Wiley Hill Booster Pump System Upgrade. The upgrade of booster pumps from 250 gpm to 300 gpm to service new elevated water tank.

   Application No. 2005501-C1, Minor Amendment

Applicant	Conneaut School District
Township or Borough	Spring Township, Crawford County
Responsible Official	Elwood Schell, Supervisor of Maintenance
Type of Facility	NTNC--Elementary School
Application Received Date	08/15/2005
Description of Action	Addition of a poly/orthophosphate feed to the existing water system to provide corrosion control for lead action level exceedance in existing water system at the Conneautville Elementary School.

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

   Application. Minor Amendment

Applicant	Beatrice Lane Homeowners Assn. East Allen Township Northampton
Responsible Official	William H. Jones, Treasurer Beatrice Lane Home Owners Assn. 8641 Beatrice Lane Bath, PA 18104 (610) 837-1796
Type of Facility	Community Water System
Consulting Engineer	NA
Application Received Date	July 25, 2005
Description of Action	Application for transfer of Permit No. 3480020, for the PWS system serving the Beatrice Lane development, from Earl Eberts to Beatrice Lane Homeowners Association.

   Application. Minor Amendment

Applicant	Aqua PA, Inc. Butler Township Luzerne County
Responsible Official	Anthony Donatoni, Vice President Aqua PA, Inc. 762 West Lancaster Avenue Bryn Mawr, PA 19010 (610) 645-1126 (Michael O'Reilly)
Type of Facility	Community Water System
Consulting Engineer	NA
Application Received Date	July 20, 2005
Description of Action	Application for transfer of Permit No. 4091504-T2, for the PWS system serving the St. Johns Estates development, from Wilbar Reality Water Co., Inc. to Aqua Pennsylvania, Inc.

   Application. Minor Amendment

Applicant	Aqua PA, Inc. Rice Township Luzerne County
Responsible Official	Anthony Donatoni, Vice President Aqua PA, Inc. 762 West Lancaster Avenue Bryn Mawr, PA 19010 (610) 645-1126 (Michael O'Reilly)
Type of Facility	Community Water System
Consulting Engineer	NA
Application Received Date	July 20, 2005
Description of Action	Application for transfer of Permit No. 2400111, for the PWS system serving the Laurel Lake Village development, from Wilbar Reality Water Co., Inc. to Aqua Pennsylvania, Inc.

   Application. Minor Amendment

Applicant	Aqua PA, Inc. Bear Creek Township Luzerne County
Responsible Official	Anthony Donatoni, Vice President Aqua PA, Inc. 762 West Lancaster Avenue Bryn Mawr, PA 19010 (610) 645-1126 (Michael O'Reilly)
Type of Facility	Community Water System
Consulting Engineer	NA
Application Received Date	July 20, 2005
Description of Action	Application for transfer of Permit No. 2400078, for the PWS system serving the Forest Park development, from Wilbar Reality Water Co., Inc. to Aqua Pennsylvania, Inc.

   Application. Minor Amendment

Applicant	Aqua PA, Inc. Penn Lake Borough Luzerne County
Responsible Official	Anthony Donatoni, Vice President Aqua PA, Inc. 762 West Lancaster Avenue Bryn Mawr, PA 19010 (610) 645-1126 (Michael O'Reilly)
Type of Facility	Community Water System
Consulting Engineer	NA
Application Received Date	July 20, 2005
Description of Action	Application for transfer of Permit No. 2400079, for the PWS system serving the Penn Lake development, from Wilbar Reality Water Co., Inc. to Aqua Pennsylvania, Inc.

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