[31 Pa.B. 3419]

[Continued from previous Web Page]

   PA0228401, CAFO, SIC 0241, Schrack Farms Partnership, 860 West Valley Road, Loganton, PA 17747.

   This existing facility is located in Greene Township, Clinton County.

   Description of Proposed Activity: Schrack Farms contains a dairy Concentrated Animal Feeding Operation (CAFO) operated with the primary purpose of generating milk. The estimated population of the CAFO will be maintained at 610 milk cows and 468 replacement heifers, totaling 1,275 Animal Equivalent Units (AEUs).

   The receiving stream, Fishing Creek, is in the Bald Eagle Creek Watershed (SWP 9-C) and is classified for: High Quality--Cold Water Fishes (HQ-CWF).

   The proposed effluent limits for the operation/activity include: except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

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

   PA0110655, Industrial Waste, SIC, 3399, North American Hoganas, 250 Abex Road, P. O. Box 509, Hollsopple, PA 15935-0509.

   This application is for Renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Coldstream Products Division in Quemahoning Township, Somerset County.

   The following effluent limitations are proposed for discharge to the receiving waters, Stony Creek, Quemahoning Creek and unnamed tributary to Quemahoning Creek classified as trout stock and cold water fisheries, respectively, with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Saltsburg Municipal Waterworks, located at Box 104, 320 Point Street, Saltsburg, PA 15681, 70 miles below the discharge point.

   Outfall 002: existing discharge, design flow of 3.61 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Total Residual Chlorine			0.5		1.25
Temperature (°F):
June 1-16				84
June 1-15				81
July 1-31				76
August 1-15				91
August 16-May 31				110
pH	not less than 6.0 nor greater than 9.0 standard units

   Outfalls 003, 004, 005, 006, 007, 008, 009, 010, 011, 012 and 013: new stormwater discharges.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended solids			Monitor and Report
Nitrate-Nitrite nitrogen			Monitor and Report
Cadmium			Monitor and Report
Lead			Monitor and Report
Zinc			Monitor and Report

   Outfall 102: new discharge, design flow of 0.0634 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
Aluminum			4.0		8.0
Iron			2.0		4.0
Manganese			1.0		2.0
BOD5			Monitor and Report
Total Dissolved Solids			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 standard units

   The EPA waiver is in effect.

   PA0205109, Industrial Waste, SIC, 3325, Johnstown Corporation, 545 Central Avenue, Johnstown, PA 15902.

   This application is for renewal of an NPDES permit to discharge untreated cooling water stormwater from its Johnstown Plant in the City of Johnstown, Cambria County.

   The following effluent limitations are proposed for discharge to the receiving waters, Stony Creek, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Saltsburg Municipal Water Works, located at Saltsburg-Conemaugh River, 27 miles below the discharge point.

   Outfall 001: existing discharge, design flow of 0.00003 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Temperature				110
pH	not less than 6.0 nor greater than 9.0

   Outfall 004: existing discharge, design flow of 0.00003 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Temperature				110
pH	not less than 6.0 nor greater than 9.0

   Outfall 005: existing discharge, design flow of 0.00003 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Temperature				110
pH	not less than 6.0 nor greater than 9.0

   Outfalls 002, 003, 006 and 007: stormwater discharges to Stony Creek.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	The discharge via these outfalls shall consist of uncontaminated storm water runoff only.

   The EPA waiver is in effect.

   PA0205877-A1, Sewage, Redstone Township Sewer Authority, P. O. Box 751, Republic, PA 15475.

   This application is for amendment of an NPDES permit to discharge treated sewage from Redstone Township Sewer Authority Wastewater Treatment Plant in Redstone Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Dunlap Creek, which are classified as a warm water fishery 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: California Water Company located on the Monongahela River.

   Outfall 001: existing discharge, design flow of 0.45 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25	37.5		50
Suspended Solids	30	45		60
Ammonia Nitrogen
(5-1 to 10-31)	2.5	3.8		5.0
(11-1 to 4-30)	7.5	11.3		15.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	25,000/100 ml as a geometric mean
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: The existing STP is proposed to be expanded from 0.30 mgd to 0.45 mgd

   The EPA waiver is in effect.

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

   PA0006343, Industrial Waste. AK Steel Corporation--Butler Operations, P. O. Box 832, 210 Pittsburgh Road, Butler, PA 16003-0832.

   This proposed facility is located in Butler Township and the City of Butler, Butler County.

   Description of Proposed Activity: discharge of treated I.W., noncontact cooling water and stormwater.

   The receiving stream, Connoquenessing Creek (Outfalls 001--005, 007--016), Sawmill Run (Outfalls 006 and 026), Rocklick Run (Outfalls 017--024) and Sullivan Run (Outfall 025), is in watershed 20-C and classified for: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is Zelienople Municipal Water Works on Connoquenessing Creek located at Zelienople, approximately 20 miles below point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.341 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	XX
Total Suspended Solids	172	401	XX	XX	140
Chromium, Total	2.3	5.7	XX	XX	1.9
Nickel, Total	1.7	5.1	XX	XX	1.4
Chromium Hexavalent	0.26	0.51	0.093	0.19	0.23
Nitrite & Nitrate
(Interim)+	25,000		XX
(Interim)+	15,500		XX
(Final)	The total load being discharged from 001 and 005 shall not exceed 999 lb/day (monthly average)
Fluoride	XX	XX
Temperature	XX	XX
Iron, Total			4.3	8.7	10.9
Ammonia-Nitrogen
(5-1 to 10-31)	22.2		6.5		16
(11-1 to 4-30)	31		11		27
Sulfate
(Interim)++	29,400		XX
(Final)	6,260	12,500	2,200	4,400	5,500
pH	Within limits of 6.0 to 9.0 standard units at all times.

   +--Total for Outfalls 001 & 005.

   ++--Total for Outfalls 001, 005 & 006.

   The proposed effluent limits for Outfall 002 based on a design flow of varies MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
TSS					150
Oil and Grease					30
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 003 based on a design flow of varies MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
TSS					150
Oil and Grease					30
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 004 based on a design flow of 0.25 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
Temperature					XX
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 005 based on a design flow of 2.63 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
TSS	1495	3479	XX	XX	170
Oil and Grease	329	658	15	XX	30
Chromium Total	19.9	49.8	XX	XX	2.3
Nickel, Total	15	44.8	XX	XX	2.0
Napthalene		0.06		XX	0.003
Tetrachloroethylene		0.09		XX	0.004
Iron, Total	55.7	111	2.54	5.08	6.35
Fluoride	XX	XX	7	14	17.5
Nitrite-Nitrate
(Interim)+	25,000		XX
(Interim)+	15,500		XX
(Final)	The total load being discharged from 001 and 005 shall not exceed 999 lb/day (monthly average)
Ammonia-Nitrogen
Interim	1053		48		121
(5-1 to 10-31) Final	35.1		1.6		4.0
(11-1 to 4-30) Final	90		4.1		10.2
Sulfate
(Interim)++	29,400		XX
(Final)	18,000	36,000	820	1,640	2,050
Temperature			Daily Average
(106 BTU/day)
January 1-31			440
February 1-29			453
March 1-31			966
April 1-30			908
May 1-15			866
May 16-31			1442
June 1-15			1632
June 16-30			1135
July 1-31			910
August 1-31			951
September 1-30			903
October 1-31			843
November 1-15			739
November 16-30			591
December 1-31			405
pH	Within limits of 6.0 to 9.0 standard units at all times.

   +--Total for Outfalls 001 & 005.

   ++--Total for Outfalls 001, 005 & 006.

   The proposed effluent limits for Outfall 006 based on a design flow of 0.216 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	XX
TSS	185	544	XX	XX	259
Oil and Grease	48	144	15	XX	30
Lead	0.3	1.0	XX	XX	1.5
Zinc	0.5	1.6	XX	XX	2.3
Fluoride	24.3	48.6	XX	XX	33.7
Iron, Total	XX	XX	2.54	5.08	6.35
Chromium Hexavalent
(Interim)	0.63	XX	0.351	XX	0.88
(Final)	0.32	0.43	0.13	0.26	0.32
Sulfate
(Interim)++	29,400		XX
(Final)	540	1,080	300	600	750
pH	Within limits of 6.0 to 9.0 standard units at all times.

   ++--Total for Outfalls 001, 005 & 006.

   The proposed effluent limits for Outfall 007 based on a design flow of 1.345 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
Copper
(Interim)	0.58	XX	0.052	XX	0.13
(Final)	0.52	1.03	0.046	0.092	0.115
Total Suspended Solids	1,214.5	3,241.3			271
Oil and Grease	168.3		15		30
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall Nos. 008, 009, 010, 011, 012, 013, 014, 015, 016, 017, 018, 019, 020, 021, 022, 023 and 024 based on a design flow of n/a MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Stormwater only.

   The proposed effluent limits for Outfall 025 based on a design flow of 0.073 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
TSS			30		60
Oil and Grease			15		30
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 026 based on a design flow of 0.01 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
TSS			30		60
Oil and Grease			15		30
pH	Within limits of 6.0 to 9.0 standard units at all times.

   XX--Monitor and report.

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

   --Toxics Reduction Evaluation for Chromium, Hex. (Outfall 006) and Copper (Outfall 007).

   --Schedules of Compliance for Nitrite-Nitrate (Outfalls 001 & 005) and Ammonia-Nitrogen (Outfall 005).

   --Sulfate Reduction Evaluation for Outfalls 001, 005 and 006.

   --Chemical Additives.

   --Stormwater.

   The EPA Waiver is not in effect.

WATER QUALITY MANAGEMENT PERMITS

CONTROLLED INDUSTRIAL WASTE AND SEWAGE WASTEWATER

APPLICATIONS UNDER THE PENNSYLVANIA CLEAN STREAMS LAW

PART II PERMITS

   The following permit applications or requests for plan approval have been received by the Department of Environmental Protection (Department). The applications are listed in two categories. Section I lists all municipal and industrial permits and Section II lists oil and gas related permit applications.

   Persons wishing to comment on any of the applications are invited to submit a statement to the office noted above the application within 15 days from the date of this public notice. Comments received within this 15-day comment period will be considered in making the final decision regarding the application. The 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 reserves the right to hold a public hearing 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 of the area. If no hearing is held, the Department's Water Management Program Manager will make a final determination regarding the applications after a complete review. 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.

   A copy of the permit application or proposed plan is on file in the office indicated and is open to public inspection. Appointments to review the application may be made by contacting Records Management at the indicated telephone number.

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I.  Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001).

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

   WQM Permit No. 6401402, Sewerage, Waymart Area Authority, P. O. Box 3300, Waymart, PA 18472-0224.

   This proposed facility is located in Waymart Borough and Canaan Township, Wayne County.

   Description of Proposed Action/Activity: Phase I of the project involves construction of sanitary sewers and force mains to collect and convey sewage to the Waymart Area Wastewater Treatment Plant. Phase II of the project will include the upgrade of the WWTP from a 0.21 MGD facility to a 0.715 MGD facility and the installation of approximately 1,600 ft. of a gravity interceptor from the Borough. Phase II will also include a 14,000 ft. pipeline to convey the effluent to a discharge point located along Van Auken Creek downstream of Keen Lake in Canaan Township.

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

   WQM Permit No. 0501404, Sewerage, Richard Henderson, P. O. Box 233, Bedford, PA 15522.

   This proposed facility is located in East St. Clair Township, Bedford County.

   Description of Proposed Action/Activity: Construction/Operation of a small flow sewage treatment system to serve their single family residence on Pigeon Hill Road.

   WQM Permit No. 6701406, Sewerage, Manchester Township Municipal Authority, 3200 Farmtrail Road, York, PA 17402.

   This proposed facility is located in Manchester Township, York County.

   Description of Proposed Action/Activity: Replacement of the Asland Heights Phase II pumping station with the Willow Creek Pump Station to serve the Bentley Croft Subdivision for conveyance to the York City Sewer Treatment Plant.

   WQM Permit No. 2101404, Sewerage, Silver Spring Township Authority, 6475 Carlisle Pike, Mechanicsburg, PA 17055.

   This proposed facility is located in Silver Spring Township, Cumberland County.

   Description of Proposed Action/Activity: Construction/Operation of the Cumberland Valley Motors/Team Rahal Sewer Extension & Pump Station.

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NPDES Stormwater Individual Permit

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   The following parties have applied for an NPDES permit to discharge stormwater associated with a construction activity into waters of this Commonwealth. Unless otherwise indicated, on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain limitations set forth in the permit conditions. These proposed determinations are tentative. Limitations are provided as erosion and sediment control best management practices (BMPs) which restrict the rate and quantity of sediment discharged.

   Where indicated, the EPA Region III Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.24(d).

   Persons wishing to comment on the proposed permit are invited to submit a statement to the appropriate Department Regional Office noted above the application within 30 days from the date of this public notice. Comments reviewed within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses 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 relevant facts upon which it is based. A public hearing may be held after consideration of comments received by the appropriate DEP Regional Office during the 30-day public comment period.

   Following the 30-day comment period, the appropriate Regional Office Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

   The application and related documents, including the erosion and sediment control plan for the earth disturbance activity, are on file and may be inspected at the office identified in this notice.

   Persons with a disability that require an auxiliary aid, service or other accommodation to participate during the 30-day public comment period should contact the specified Regional Office. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

   Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.

   NPDES Permit PAS10 G471, Stormwater. Heritage Building Group, 3326 Old York Road, Suite A100, Furlong, PA 18925, has applied to discharge stormwater associated with a construction activity located in East Coventry Township, Chester County to Pigeon Creek (HQ-TSF).

   NPDES Permit PAS10 G472, Stormwater. Gen Terra Corporation, Great Valley Corporate Center, 666 Exon Commons, Exton, PA 19341, has applied to discharge stormwater associated with a construction activity located in East Whiteland Township, Chester County to Little Valley Creek (EV).

   NPDES Permit PAS10 G473, Stormwater. Oxford Mall, 75 Valley Stream Parkway, Malvern, PA 19355, has applied to discharge stormwater associated with a construction activity located in Oxford Borough, Chester County to Big Elk Creek (HQ-TSF-MF).

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

   NPDES Permit PAS10 M110, Stormwater. Borough of Chambersburg, 100 South Second Street, Chambersburg, PA 17201 has applied to discharge stormwater associated with a construction activity located in Borough of Chambersburg & Guilford Township, Franklin County to Falling Spring Branch (HQ-CWF) & Conococheague Creek (CWF-WWF).

   Franklin Conservation District: 550 Cleveland Avenue Chambersburg, PA 17201 (717) 264-8074.

NPDES	Applicant Name &	County &	Receiving
No.	Address	Municipality	Water/Use
PAS10M110	Borough of Chambersburg 100 S. Second Street Chambersburg, PA 17201	Chambersburg Borough Greene Township Guilford Township Franklin County	Falling Spring Branch (HQ-CWF) Conococheague Creek (CWF-WWF)

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

   NPDES Permit PAS106112, Stormwater. Seven Springs Farm, Inc., 777 Waterwheel Drive, Champion, PA 15622 has applied to discharge stormwater associated with a construction activity located in Jefferson Township and Middlecreek Township, Somerset County to Allen Creek/HQ-CWF and Jones Mill Run/EV.

   Somerset Conservation District: 1590 N. Center Avenue, Suite 103, Somerset, PA 15501, (814) 445-4652.

NPDES	Applicant Name &	County &	Receiving
No.	Address	Municipality	Water/Use
PAS106112	Seven Springs Farm, Inc. 777 Waterwheel Drive Champion, PA 15622	Somerset County Jefferson Township Middlecreek Township	Allen Creek/HQ-CWF Jones Mill Run/EV

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

   NPDES Permit PAS104109, Stormwater. DL Resources, Inc., 1066 Hoover Road, Smicksburg, PA 16256 has applied to discharge stormwater associated with a construction activity located in Hamilton Township, McKean County to South Branch Kinzua Creek (HQ-CWF).

SAFE DRINKING WATER

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Applications received under the Pennsylvania Safe Drinking Water Act (35 P. S. §§ 721.1--721.17).

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   Southcentral Region: Water Supply Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

   Permit No. 6701506, Public Water Supply.

Applicant	Asbury Pointe LTD
Municipality	East Manchester Township
County	York
Responsible Official	Richard W Schreiber, President 135 N. George Street York, PA 17401
Type of Facility	Public Water Supply
Consulting Engineer	Jerry T. Stahlman, P.E. Stahlman & Stahlman, Inc. 139 E. Market Street York, PA 17401
Application Received Date	June 11, 2001
Description of Action	Applicant seeks a Construction Permit for Well No. 9 and treatment facilities. The well will be pumped at a rate of 60 gpm. Treatment will be disinfection using chlorine gas. The application also seeks an increase in the permitting pumping rate of previously existing Well No. 1 from 25 to 30 gpm.

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

   Permit No. 5701501, Public Water Supply.

Applicant	Dushore Borough Water System Office of Planning & Development Sullivan County Courthouse Laporte, PA 18626
Borough	Dushore Borough, Sullivan County
Responsible Official	John Shoemaker Dushore Borough Office P. O. Box 248 Dushore, PA 18614
Type of Facility	Public Water Supply
Consulting Engineer	MacNiell-Tagg Engineers 122 Fireside Lane Camillos, NY 13031
Application Received Date	June 5, 2001
Description of Action	Construction of 10,500 feet of distribution main, pump station and finished water storage tank

   Permit No. Minor Amendment, Public Water Supply.

Applicant	Pike Township Municipal Authority P. O. Box 27 Curwensville, PA 16833
Borough	Curwensville Borough Clearfield County
Responsible Official	Michael Smeal, Manager Pike Township Municipal Authority P. O. Box 27 Curwensville, PA 16833
Type of Facility	Public Water Supply
Consulting Engineer	Stiffler, McGraw, & Assoc. Inc. 19 North Juniata Street P. O. Box 462 Hollidaysburg, PA 16648
Application Received Date	June 14, 2001
Description of Action	Construction of a 200,000 gallon storage tank and 1,600 feet of transmission main

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