NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[40 Pa.B. 4163]
[Saturday, July 24, 2010]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act.

Location	Permit Authority	Application Type or Category
Section I	NPDES	Renewals
Section II	NPDES	New or amendment
Section III	WQM	Industrial, sewage or animal waste; discharge into groundwater
Section IV	NPDES	MS4 individual permit
Section V	NPDES	MS4 permit waiver
Section VI	NPDES	Individual permit stormwater construction
Section VII	NPDES	NOI for coverage under NPDES general permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years, subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. 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 will also accept requests for a public hearing on applications. A public hearing may be held 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 within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

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I. NPDES Renewal Applications

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0083691 (IW)	West Earl Water Authority P. O. Box 202 157 West Metzler Road Brownstown, PA 17508	Lancaster County West Earl Township	UNT to Conestoga River 7-J	Y
PA0083143 (IW)	Saxton Borough Municipal Authority P. O. Box 173 Saxton, PA 16678	Bedford County Saxton Borough	Raystown Branch Juniata River 11-D	Y
PA0083160 (Sew)	Peifer & Gross, Inc. Anchor Mobile Estates P. O. Box 506 Elizabethtown, PA 17022	Adams County Butler Township	Willoughby Run 13-D	Y
PA0081396 (Sew)	Peifer & Gross, Inc. Laurelwood MHP P. O. Box 506 Elizabethtown, PA 17022	York County Newberry Township	UNT to Bennett Run 7-F	Y
PA0080624 (IW)	B & W Quality Growers, Inc. 17825, 79th Street Fellsmere, FL 32948	Cumberland County South Middleton Township	Letort Spring Run 7-B	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA0036773 (Sewage)	Shinglehouse Borough Wastewater Treatment Plant P. O. Box 156 Shinglehouse, PA 16748	Potter County Shinglehouse Borough	Honeoye Creek 16-C	Y
PA0101290 (Sewage)	Slab Run STP 163 Tannery Row Road Dubois, PA 15801	Clearfield County Sandy Township	Wolf Run 17-C	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0090182	Concordia Lutheran Ministries 134 Marwood Road Cabot, PA 16023-2206	Butler County Jefferson Township	Unnamed Tributary to Little Buffalo Creek 18-F	Y

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II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications

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

 PA0011088, Industrial Waste, SIC Code 5171, Plains Products Terminal, LLC, 6850 Essington Avenue, Philadelphia, PA 19153. Facility Name: Plains Products Terminals, LLC. This existing facility is located in Philadelphia City, Philadelphia County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Unnamed Tributary to Schuylkill River, is located in State Water Plan watershed 3-F and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on stormwater runoffs through oil and water separator.

	Mass (lb/day)		Concentration (mg/l)
	Average	Weekly	Instantaneous	Average	Daily	Instantaneous
Parameters	Monthly	Average	Minimum	Monthly	Maximum	Maximum
Flow (GPM)		Report
pH (S.U.)			6.0			9.0
Oil and Grease				15		30

 The proposed effluent limits for Outfall 002 are based on stormwater runoffs through oil and water separator.

	Mass (lb/day)		Concentration (mg/l)
	Average	Weekly	Instantaneous	Average	Daily	Instantaneous
Parameters	Monthly	Average	Minimum	Monthly	Maximum	Maximum
Flow (GPM)		Report
pH (S.U.)			6.0			9.0
Oil and Grease				15		30

 The proposed effluent limits for Outfall 003 are based on average stormwater runoffs.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Daily Maximum	Daily Maximum	Instantaneous Maximum
pH (S.U.)				Report
CBOD5				Report
Chemical Oxygen Demand				Report
Total Suspended Solids				Report
Oil and Grease				Report
Total Kjeldahl Nitrogen				Report
Total Phosphorus				Report
Dissolved Iron				Report

 The proposed effluent limits for Outfall 004 are based on average stormwater runoffs.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Daily Maximum	Daily Maximum	Instantaneous Maximum
pH (S.U.)				Report
CBOD5				Report
Chemical Oxygen Demand				Report
Total Suspended Solids				Report
Oil and Grease				Report
Total Kjeldahl Nitrogen				Report
Total Phosphorus				Report
Dissolved Iron				Report

 The proposed effluent limits for Outfall 005 are based on average stormwater runoffs.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Daily Maximum	Daily Maximum	Instantaneous Maximum
pH (S.U.)				Report
CBOD5				Report
Chemical Oxygen Demand				Report
Total Suspended Solids				Report
Oil and Grease				Report
Total Kjeldahl Nitrogen				Report
Total Phosphorus				Report
Dissolved Iron				Report

 In addition, the permit contains the following major special conditions:

 1. Public Nuisance.

 2. Change of Operator Notification.

 3. Change of Ownership.

 4. Product Contaminated Stormwater Runoffs.

 5. Additional Monitoring and Reporting Requirements.

 6. PPC Planning.

 7. Other Wastewater Discharges.

 8. Definitions.

 9. Lab Certification.

 10. Requirements Applicable for Stormwater Outfalls.

 You may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA waiver is in effect.

 PA0020532, Sewage, SIC Code 4952, Upper Montgomery Joint Authority, P. O. Box 6, Pennsburg, PA 18073-0006. Facility Name: Upper Montgomery Joint Authority. This existing facility is located in Upper Hanover Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage from Boyertown STP. The receiving stream(s), Perkiomen Creek and unnamed tributary to Perkiomen Creek, is located in State Water Plan watershed 3-E and is classified for trout stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	Instantaneous Maximum
Flow (MGD)	Report	Report
pH (S.U.)			6.0			9.0
Dissolved Oxygen			5.0
Total Residual Chlorine				0.5		1.2
CBOD5	417	667		25	40	50
Total Suspended Solids	500	750		30	45	60
Total Dissolved Solids	16,680	33,360 Daily Maximum		1,000	2,000 Daily Maximum	2,500
Fecal Coliform (CFU/100 ml)				200 Geometric Mean		1,000*
Nitrate-Nitrite as N				Report
Ammonia-Nitrogen	167			10		20
Total Phosphorus	8.34			0.5		1.0

 * Shall not exceed in more than 10% of samples taken.

 The proposed effluent limits for Outfalls 002—006 are based on an average storm event:

	Concentration (mg/l)
Parameters	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
pH (S.U.)			Report
CBOD5			Report
Chemical Oxygen Demand			Report
Total Suspended Solids			Report
Oil and Grease			Report
Total Kjeldahl Nitrogen			Report
Total Phosphorus			Report
Dissolved Iron			Report

 In addition, the permit contains the following major special conditions:

 Stormwater Management Requirement.

 I/I Abatement Plan.

 Effluent Monitoring During Bypass.

 Solid Management at the Plant.

 You may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at 484.250.5910.

 The EPA waiver is not in effect.

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

 PA0010782, Industrial Waste, SIC Code 4911, RRI Energy Mid Atlantic Power Holdings, LLC, 121 Champion Way, Canonsburg, PA 15317-5817. Facility Name: Titus Station. This existing facility is located in Cumru Township, Berks County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream, Schuylkill River, is located in State Water Plan watershed 3-C and is classified for Warm Water Fishes aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.469 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	Report	Report	XXX	30	100	100
Total Dissolved Solids	XXX	XXX	XXX	1,000	2,000	2,500
Oil and Grease	Report	Report	XXX	15	20	20
Total PCBs	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 2.149 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	Report	Report	XXX	30	100	100
Total Dissolved Solids	XXX	XXX	XXX	1,000	2,000	2,500
Oil and Grease	Report	Report	XXX	15	20	20
Total Copper	10	18	XXX	0.56	1.0	1.4
Total Iron	Report	Report	XXX	1.0	2.0	2.5
Total PCBs	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.007 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	XXX	XXX	XXX	30	100	100
Total Dissolved Solids	XXX	XXX	XXX	3,500	7,000	8,750
Oil and Grease	XXX	XXX	XXX	15	20	20
Total PCBs	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Storm Water Outfalls 005—013 are

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 401 are based on a design flow of 1.007 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30	100	100
Oil and Grease	XXX	XXX	XXX	15	20	20

 You may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA waiver is not in effect.

 Application No. PA 0026875, Amendment No. 1, Sewage, Borough of Hanover, 44 Frederick Street, Hanover, PA 17331. This facility is located in Conewago Township, Adams County.

 Description of activity: The application is for an amendment of an NPDES permit for a new discharge of treated sewage.

 The receiving stream, South Branch Conewago Creek, is in Watershed 7-F, and classified for warm water fishes, water supply, recreation and fish consumption. The nearest downstream public water supply intake for New Oxford Municipal Authority is located on the South Branch Conewago Creek, approximately five miles downstream. The discharge is not expected to affect the water supply.

 This permit was amended to reflect a compliance schedule change and an adjusted TRC limit based on a site specific study.

 The proposed effluent limits for Outfall 001 for a design flow of 5.6 MGD are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Total Residual Chlorine	0.28		0.93

 In addition, the permit contains effluent limits to discharge wet weather flow up to 12 MGD to Plum Creek at Outfall 002 as follows:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Total Residual Chlorine	0.22		0.72

 You may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA waiver is not in effect.

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 Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000.

 PA0203815, Industrial Waste, SIC 4512, 4581 and 9224, Allegheny County Airport Authority, Landside Terminal, 4th Floor Mezzanine, P. O. Box 12370, Pittsburgh, PA 15231. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from Pittsburgh International Airport in Findlay and Moon Townships, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, East Fork Enlow Run and its tributaries, West Fork Enlow Run, West Fork McClarens Run and its tributaries, and East Fork McClarens Run, classified as trout stocked fisheries, and Raredon Run classified as warm water fishery, all with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Nova Chemical located on the Ohio River approximately 30 miles below the discharge(s).

 Outfall 001: Existing discharge, average discharge 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
Suspended Solids			35		70
Iron			1.50	2.34
Manganese			1.00	1.56
Aluminum			0.50	0.75
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfalls 002 and 003: Existing discharges, average discharge flow of 0.008 MGD.

	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			15		30
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 004: Existing discharge, average discharge flow of 0.08 MGD.

	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			15		30
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfalls 009, 016, 023, 029, 038, 041, 042, 066, 089 and 090: Existing discharge, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	Monitor and Report
Suspended Solids			Monitor and Report
CBOD5			Monitor and Report
COD			Monitor and Report
Total Nitrogen			Monitor and Report
Ammonia Nitrogen			Monitor and Report
Phosphorus			Monitor and Report
Oil and Grease			Monitor and Report
Propylene Glycol			Monitor and Report
Acetate			Monitor and Report
Formate			Monitor and Report
Tolytriazole			Monitor and Report
Dissolved Oxygen			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 057: Existing discharge, varied flow

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Aluminum			0.5	0.75
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 064: Existing discharge, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			Monitor and Report
BOD5			Monitor and Report
COD			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 s.u.

 Internal Outfall 167: Existing discharge, varied flow.

	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
CBOD5			10		20
Oil and Grease			15		30
MBAS			1.0		2.0
Benzene			0.005		0.01
Total Residual Chlorine			0.07		0.16
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 067: Existing discharge, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Oil and Grease			Monitor and Report
Nitrate-Nitrite Nitrogen			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 068: Existing discharge, varied flow.

	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			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 074: Existing discharge, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Oil and Grease			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfall 076: New discharge, average monthly discharge flow of 4.2 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			10	20
CBOD5			10	20
Total Nitrogen			5	10
Phosphorus			0.5	1.0
Oil and Grease			15	30
Propylene Glycol			1.7	3.4
Tolytriazole			0.8	1.2
Chemical Oxygen Demand			Monitor and Report
Ammonia Nitrogen			Monitor and Report
Acetate			Monitor and Report
Formate			Monitor and Report
Dissolved Oxygen			Minimum of 6.0 mg/l
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfalls 077—084: New discharges, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	Monitor and Report
Suspended Solids			10	20
CBOD5			10	20
Total Nitrogen			5	10
Phosphorus			0.5	1.0
Oil and Grease			15	30
Propylene Glycol			1.7	3.4
Tolytriazole			0.8	1.2
Chemical Oxygen Demand			Monitor and Report
Ammonia Nitrogen			Monitor and Report
Acetate			Monitor and Report
Formate			Monitor and Report
Dissolved Oxygen			Minimum of 6 mg/l
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfalls 085—088: New discharges, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	Monitor and Report
TSS			30	60
pH	not less than 6.0 nor greater than 9.0 s.u.

 Outfalls 005—008, 011—014, 017—022, 024—028, 030—032, 036, 037, 039, 040, 043—056, 058—063, 065, 069—073, 075: storm water discharges of varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	These discharges shall consist solely of uncontaminated storm water runoff.

 Other Conditions:

 A SWPPP is required for Outfalls 064 and 067.

 The permit is subject to the Montour Run Watershed TMDL.

 The EPA waiver is not in effect.

 PA0218367, Industrial Waste, SIC 4941, Saint Francis College, P. O. Box 600, Loretto, PA 15940-0600. This application is for renewal of an NPDES permit to discharge treated process water from Saint Francis Water Treatment Plant in Loretto Borough, Cambria County.

 The following effluent limitations are proposed for discharge to the receiving waters, Unnamed Tributary to Chest Creek, classified as a high quality-cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Patton Borough Water System, located at Chest Creek, 10 miles below the discharge point.

 Outfall 001: existing discharge, design flow of 0.003 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		60
Iron			2		4
Aluminum			1.8		3.6
Manganese			1		2
Total Residual Chlorine			0.5		1.0
pH	not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect

 PA0217905, Industrial Waste, SIC, 4941, Municipal Authority of the Borough of Oakmont, P. O. Box 73, 721 Allegheny Avenue, Oakmont, PA 15139. This application is for renewal of an NPDES permit to discharge treated process water from the Hulton Treatment Plant in Oakmont Borough, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River and Falling Springs Run, classified as warm water fisheries with existing and/or potential uses for aquatic life, water supply, and recreation. The first existing/proposed downstream potable water supply is Fox Chapel Authority, located at 255 Alpha Drive, RIDC Industrial Park, Pittsburgh, PA 15238, 2.6 miles below the discharge point.

 Outfall 001: existing discharge, design flow of 0.15 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	75
Total Residual Chlorine			0.012		0.03
Aluminum			0.5	1.0	1.25
Iron			1.5	3.0	3.75
Manganese			1.0	2.0	2.50
pH	not less than 6.0 nor greater than 9.0

 Outfall 002: existing discharge, design flow of 0.2 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
Total Residual Chlorine			0.5		1.25
Aluminum			4.0		8.0
Iron			2.0		4.0
Manganese			1.0		2.0
pH	not less than 6.0 nor greater than 9.0

 Outfall 003: existing discharge, design flow of 0.3 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
Total Residual Chlorine			0.5		1.25
Aluminum			4.0		8.0
Iron			2.0		4.0
Manganese			1.0		2.0
pH	not less than 6.0 nor greater than 9.0

 Outfalls 004—009: existing discharge, design flow of N/A

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

 The EPA waiver is in effect.

 PA0216399, Industrial Waste, SIC 4941, Conemaugh Township Municipal Authority, 113 South Main Street, Davidsville, PA 15928. This application is for renewal of an NPDES permit to discharge treated process water from a water treatment plant in Jenner Township, Somerset County.

 The following effluent limitations are proposed for discharge to the receiving waters, South Fork Ben's Creek, classified as a high quality cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Saltsburg Municipal Water Authority, located at Saltsburg, 72 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

 Outfall 002: existing discharge, design flow of 0.0117 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	Monitor and Report
TSS			30		60
Aluminum			2.5		5.0
Iron			2.0		4.0
Manganese			1.0		2.0
Total Residual Chlorine			0.5		1.0
pH	not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect.

 Amplified Public Notice for NPDES Permit No. PA0215856, Amendment No. 1, Industrial Waste, SIC 4941, Blairsville Municipal Authority, 203 East Market Street, Blairsville, PA 15717. This application is for an amendment of an NPDES permit to discharge treated clarifier and filter backwash water from a new Outfall No. 002 in Derry Township, Westmoreland County.

 This notice reflects changes from the notice published in the May 29, 2010 Pennsylvania Bulletin Volume 40, Number 22.

 Outfall 002: existing discharge, average flow of 0.075 mgd (based on Draft permit comments 6/3/2010).

	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		60
Iron (Total)			2		4
Aluminum (T)			0.73		1.46
Manganese (T)			1.0		2.0
Total Residual Chlorine			0.31		0.62
pH (S.U.)	not less than 6.0 nor greater than 9.0

 Other Conditions: Control residual solids and floating solids, DMR Submittals, Total Residual Chlorine conditions and chemical additives.

 The EPA waiver is in effect.

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 Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Telephone: 814-332-6942.

 PA0002372, Industrial Waste, SIC Code 2999, International Waxes, Inc., 45 Route 446, Smethport, PA 16749-5413. Facility Name: International Waxes Farmers Valley Plant. This existing facility is located in Keating Township, McKean County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharge of storm- water, non contact cooling water and treated industrial waste.

 The receiving streams, Cole Creek and Potato Creek, located in State Water Plan watershed 16-C, are classified for Cold Water Fishes (Cole Creek at Outfall 003), Warm Water Fishes (Potato Creek at Outfall 001) and Trout Stocking (Potato Creek at Outfall 002), aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.229 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report
pH			6			9
Temperature					110

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.436 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report
pH (S.U.)			6			9
Temperature					110
Total Organic Carbon	Report	Report		Report	5	10

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
	This outfall shall be composed entirely of nonpolluting storm water runoff.

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.566 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instantaneous Maximum
Flow (MGD)	Report	Report
pH (S.U.)			6			9
BOD5	Report	Report		25.5	48	65
Chemical Oxygen Demand	Report	Report		128	248	250
Total Suspended Solids	Report	Report		21	33	52.5
Oil and Grease	Report	Report		8	15	20
Ammonia-Nitrogen	Report	Report		10.5	23	26.5

 You may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA waiver is not in effect.

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