[35 Pa.B. 4745]

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   PA0205222, Industrial Waste, SIC, 3312, Koppel Steel Corporation, P. O. Box 750, Beaver Falls, PA 15010.

   This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Koppel Plant in Koppel Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Beaver River and UNT to Beaver River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Beaver Falls Municipal Authority, located at P. O. Box 400, Beaver Falls, PA 15010, 7.11 miles below the discharge point.

   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
Fecal coliform organisms			Monitor and Report
Iron			Monitor and Report

   The EPA waiver is in effect.

   Outfall 102: Existing discharge, design flow of 0.114 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	73	218	25	70	88
Oil and Grease	22	65	10	30
Lead	0.09	0.26	0.3	0.9	1.13
Zinc	0.13	0.39	0.45	1.35	1.69
pH	not less than 6.0 nor greater than 9.0

   Outfall 002: Existing discharge, design flow of 0.115 mgd. (Interim limits)

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Oil and Grease					30
Temperature (°F)					110
Fluoride			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 002: Existing discharge, design flow of 0.115 mgd. (Final limits)

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Oil and Grease					30
Temperature (°F)					110
Fluoride			1.4		3.5
pH	not less than 6.0 nor greater than 9.0

   Outfall 003: Existing discharge, design flow of 0.073 mgd.

	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 004: New stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	This outfall is permitted to discharge uncontaminated stormwater runoff from areas in and around the facility.

   Outfall 005 and 006: New stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Oil and Grease			Monitor and Report
CBOD5			Monitor and Report
COD			Monitor and Report
Suspended Solids			Monitor and Report
Total Kjeldahl Nitrogen			Monitor and Report
Phosphorus			Monitor and Report
Lead			Monitor and Report
Zinc			Monitor and Report
pH			Monitor and Report

   Outfall 007: New stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
COD			Monitor and Report
Suspended Solids			Monitor and Report
Nitrate + Nitrite Nitrogen			Monitor and Report
Iron			Monitor and Report
pH			Monitor and Report

   Outfall 009: New stormwater discharge.

	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
Iron			Monitor and Report
pH			Monitor and Report

   PA0027481, Industrial Waste, SIC, 4911, Pennsylvania Power Company, P. O. Box 128, Shippingport, PA 15077. This application is for renewal of an NPDES permit to discharge treated process water, sewage and stormwater from the Bruce Mansfield Plant in Shippingport Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Ohio River and Little Blue Run, classified as a warm water and TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Midland Borough Water Authority, located at Midland, 6.3 miles below the discharge point.

   Outfall 001: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
BOD5			Monitor and Report
Nitrate + Nitrite (as N)			Monitor and Report
Iron			Monitor and Report
Zinc			Monitor and Report
pH			Monitor and Report

   Outfall 002: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Nitrate + Nitrite (as N)			Monitor and Report
pH			Monitor and Report

   Outfall 003: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended solids			Monitor and Report
COD			Monitor and Report
Nitrate + Nitrite (as N)			Monitor and Report
Iron			Monitor and Report
Zinc			Monitor and Report
pH			Monitor and Report

   Outfall 004: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended solids			Monitor and Report
COD			Monitor and Report
Nitrate + Nitrite (as N)			Monitor and Report
Iron			Monitor and Report
Zinc			Monitor and Report
pH			Monitor and Report

   Outfall 005: Existing stormwater discharge.

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

   Outfall 006: existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Nitrate + Nitrite (as N)			Monitor and Report
Zinc			Monitor and Report
Sulfate			Monitor and Report
pH			Monitor and Report

   Outfall 007: Existing discharge, design flow of N/A mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
No monitoring required at this outfall. Discharge controlled/monitored at each of the sub-outfalls.

   Outfall 008: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Nitrate + Nitrite (as N)			Monitor and Report
Zinc			Monitor and Report
pH			Monitor and Report

   Outfall 009: existing discharge, design flow of 0.05 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	0.047
CBOD5			25		50
Total Suspended Solids			30		60
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*			1.4		3.3
pH	not less than 6.0 nor greater than 9.0

   Outfall 010: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended solids			Monitor and Report
COD			Monitor and Report
Nitrate + Nitrite (as N)			Monitor and Report
Iron			Monitor and Report
Zinc			Monitor and Report
Sulfate			Monitor and Report
pH			Monitor and Report

   Outfalls: 011--014: Existing stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
This discharge shall consist solely of uncontaminated stormwater runoff only.

   Outfall 021: Existing discharge, design flow of 0.09 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 022: Existing discharge, design flow of 3.8 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 023: Existing discharge, design flow of 0.016 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 024: Existing discharge, design flow of 0.013 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 025: Existing discharge, design flow of 0.058 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 026: Existing discharge, design flow of 0.014 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfalls 107 and 207: Existing discharge, design flow of 0.64 mgd. and 0.28 respectively.

	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

   Outfalls 307, 407 and 507: Existing discharge, design flows of 2.5 mgd, 3.3 mgd and 2.9 mgd respectively.

	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
Temperature				110°F
Chromium			0.2	0.2
Zinc			1.0	1.0
pH	not less than 6.0 nor greater than 9.0

   Outfall 607: Existing stormwater discharge.

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

   The EPA waiver is not in effect.

   PA0090301, Industrial Waste, SIC, 4953, Solid Waste Disposal, Inc., 221 Brunner Road, Zelienople, PA 16063. This application is for renewal of an NPDES permit to discharge treated leachate from Solid Waste Disposal, Inc. in Brighton Township, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, UNT Sixmile Run, 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 Midland Borough, located at Midland, 6 miles below the discharge point.

   Outfall 001: Existing discharge, average flow of 0.0029 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow			Monitor
Suspended Solids			27		60
CBOD5			25		50
Ammonia Nitrogen
(5-1 to 10-31)			3.0		6.0
(11-1 to 4-30)			4.9		10.0
Cadmium			0.005		0.01
Iron			4.0		7.0
Nickel			0.35		0.7
Zinc			0.11		0.20
Manganese			1.0		2.0
Phenols (4AAP)			0.75		1.5
a-Terpineol			0.016		0.033
Benzoic Acid			0.071		0.12

   Outfall 001: Existing discharge, design flow of 0.0029 mgd

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
p-Cresol			0.014		0.025
Phenol			0.015		0.026
Fecal Coliforms	Refer to Part C.2 for effective disinfection.
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: Effective disinfection quantified in Part C.

   The EPA waiver is in effect.

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

   PA0239623, Sewage. Starr Subdivision, 400 Isle Road, Butler, PA 16001. This proposed facility is located in Middlesex Township, Butler County.

   Description of Proposed Activity: a new 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 (stream and Public Water Supplier) considered during the evaluation is New Kensington Municipal Authority and the Allegheny River located at approximately 14 miles below point of discharge.

   The receiving stream, UNT to Bull Creek, is in watershed 18-A and classified for TSF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.0063 mgd.

	Concentrations
Parameter	Average	Average	Instantaneous
	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow	XX
CBOD5	10		20
Total Suspended Solids	10		20
NH3-N	3		6
Fecal Coliform
(5-1 to 9-30)	200/100ml as a geometric average
(10-1 to 4-30)	2,000/100ml as a geometric average
Total Residual Chlorine	1.4		3.2
Dissolved Oxygen	minimum of 3.0 mg/l at all times
pH	6.0 to 9.0 standard units at all times

   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. WQG01290501, Sewerage, Linda Goetz, 3664 Laurel Ridge Road, Big Cove Tannery, PA 17212. This proposed facility is located in Ayr Township, Fulton County.

   Description of Proposed Action/Activity: Construction of small flow sewage treatment system to serve their existing single family residence.

   WQM Permit No. WQG01210502, Sewerage, Triple Crown Corporation, Lot No. 7, 5351 Jaycee Avenue, Harrisburg, PA 17112. This proposed facility is located in North Middleton Township, Cumberland County.

   Description of Proposed Action/Activity: Construction of a small flow sewage treatment system to serve the single family residence located at 1402 Longs Gap Road, Carlisle, PA 17013.

   WQM Permit No. WQG02360501, Sewerage, Mount Joy Borough Authority, 21 East Main Street, Mount Joy, PA 17552. This proposed facility is located in Mount Joy Township, Lancaster County.

   Description of Proposed Action/Activity: Relocation of the Rotary Park Sewer Extension.

   WQM Permit No. 0663517, Amendment 05-1, Sewerage, Municipal Authority of the Borough of Sinking Spring, 3940 Penn Avenue, Sinking Spring, PA 19608-1112. This proposed facility is located in Spring Township, Berks County.

   Description of Proposed Action/Activity: Construction/Operation of a facultative bioaugmentation digesters at the Sinking Spring wastewater treatment facility, also allow for one oxidation ditch to be operated during periods of low organic loadings.

   WQM Permit No. 3605406, Sewerage, Leola Sewer Authority, 36 Hillcrest Avenue, P. O. Box 325, Leola, PA 17540. This proposed facility is located in West Earl Township, Lancaster County.

   Description of Proposed Action/Activity: Construction/Operation of the Angelsea Pumping Station.

   WQM Permit No. 2105403, Sewerage, Department General Services, Bureau of Engineering and Architecture, Headquarters Building, 18th and Herr Streets, Harrisburg, PA 17125. This proposed facility is located in Cooke Township, Cumberland County.

   Description of Proposed Action/Activity: Construction/Operation of three satellite wastewater collection, treatment and disposal facilities to service Pine Grove Furnace State Park.

   WQM Permit No. 0601402, Amendment 05-1, Sewerage, Leesport Borough Authority, 10 East Wall Street, P. O. Box 201, Leesport, PA 19533. This proposed facility is located in Ontelaunee Township, Berks County.

   Description of Proposed Action/Activity: Modifications to Biosolids Processing; the plant will utilize bioaugmentation for the processing of biosolids in the aerobic digester and the blowers used previously for aerobic digestion will be exercised and used as a back-up.

   WQM Permit No. 3605407, Sewerage, Clay Manor Homeowner's Association (CMHOA), 11 East Manor Drive, Lititz, PA 17543. This proposed facility is located in Elizabeth Township, Lancaster County.

   Description of Proposed Action/Activity: Construction/Replacement of existing malfunctioning onlot system with new extended aeration 10,800 gpd wastewater treatment plant.

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

   WQM Permit No.1005402, Sewerage, Tracey, Inc., P. O. Box 55, Valencia, PA 16059. This proposed facility is located in Clinton Township, Butler County.

   Description of Proposed Action/Activity: This project is for the construction and operation of a sewage treatment system to serve the Cromwell Estates Mobile Home Park.

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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
PAI011505055	First Germantown Corporation Charlestown Woods Subdivision 138 Montrose Avenue, Suite 59 Bryn Mawr, PA 19010	Chester	Charlestown Township	UNT Pickering Creek
PAI011505056	Pohlig Builders Durham Residence 274 Lancaster Avenue Malvern, PA 19335	Chester	Easttown Township	Crum Creek (HQ)

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

   Lehigh County Conservation District: Lehigh Ag. Ctr., Suite. 102, 4184 Dorney Park Rd., Allentown, PA 18104, (610) 391-9583.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023905026	Blue Sky Properties Timothy Meyers 2299 Warner School Rd. East Greenville, PA 18044	Lehigh	Lower Macungie Township	Little Lehigh Creek HQ-CWF
PAI023905027	VP Schantz LP 8420 W. Brynmawr Ave. Suite 950 Chicago, IL 60631	Lehigh	Upper Macungie Township	Little Lehigh Creek HQ-CWF
PAI023905028	Roger Hirschhorn Lower Macungie Associates 810 Seventh Ave., 28th Floor New York, NY 10019	Lehigh	Lower Macungie Township	Little Lehigh Creek HQ-CWF

   Carbon County Conservation District: 5664 Interchange Rd., Lehighton, PA 18235-5114, (610) 377-4894.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI021305009	Thomas Carney, Inc. P. O. Box 28 2490 Village Rd. Langhorne, PA 19047	Carbon	Kidder Township	Tunkhannock Creek HQ-CWF

   Monroe County Conservation District: 8050 Running Valley Rd., Stroudsburg, PA 18360, (570) 629-3060.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI024505017	Mahlon Zimmerman 490 Milway Rd. Ephrata, PA 17522	Monroe	Jackson Township	Trout Lake HQ-CWF

   Pike County Conservation District: HC 6, Box 6770, Hawley, PA 18428, (570) 226-8220.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI025205007	Black Walnut Inn 179 Fire Tower Rd. Milford, PA 18337	Pike	Milford Township	Vantine Brook HQ-CWF

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI033104010	John and Karen Gilliland 1 War Path Warriors Mark, PA 16877	Huntingdon	Franklin Township	Spruce Creek/HQ-CWF
PAI033605007	Salisbury Township 5581 Old Philadlephia Pike Gap, PA 17527	Lancaster	Salisbury Township	Unnamed Branch of Pequea Creek/HQ-CWF

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

   Allegheny County Conservation District: Lexington Technology Park, Building 1, Suite 102, North Lexington Street, Pittsburgh, PA 15208-2566, (412) 241-7645.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI050205007	East Allegheny School District 1150 Jacks Run Road North Versailles, PA 15136	Allegheny	North Versailles Township	Jacks Run (HQ-TSF)

   Fayette County Conservation District: 10 Nickman Plaza, Lemont Furnace, PA 15456, (724) 438-4497.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI052605004	Tom Shetterly 709 Center Avenue Charleroi, PA 15022	Fayette	Dunbar Township	Morgan Run (HQ-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)

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