NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[39 Pa.B. 5450]
[Saturday, September 19, 2009]

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, (717) 705-4707.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0088307 (Sew)	Snyders, LLP Eagles Crossing Golf Course 501 Conodoguinet Avenue Carlisle, PA 17015	Cumberland County North Middleton Township	Conodoguinet Creek 7B	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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 Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

 PA0011517, Industrial, Keystone Cement Company, Route 329, Bath, PA 18104-0058. This proposed facility is located in East Allen Township, Northampton County.

 Description of Proposed Activity: Renewal of Industrial Waste NPDES Permit.

 The receiving stream, Monocacy Creek, is in the State Water Plan Watershed 2C and is classified for: HQ-CWF. The nearest downstream public water supply intake for Keystone Water Company is located on the Delaware River and is less than 25 miles below the point of discharge.

 The proposed effluent limits for Internal Outfall 002 based on a design flow of 0.00225 mgd to onsite Quarry.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
Total Suspended Solids				50
Temperature				Not to exceed 3° C rise above inlet temperature
pH	6.0 Minimum to 9.0 Maximum Standard Units

 The proposed effluent limits for Outfalls 003—006 for stormwater:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
CBOD5				Report
Chemical Oxygen Demand				Report
Oil and Grease				Report
pH				Report
Total Suspended Solids (TSS)				Report
Total Kjeldahl Nitrogen (TKN)				Report
Total Phosphorus				Report
Iron (dissolved)				Report

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

 1. Chemical Additives.

 2. Stormwater.

 3. Temperature.

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

 Application No. PA 0085863, Industrial Waste, SIC Code 4953, SC Holdings, Inc., 383 Meadow Road, Edison, NJ 08817. This facility is located in Dover Township, York County.

 Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated industrial waste.

 The receiving stream, UNT Davidsburg Run, is in Watershed 7-F, and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Wrighstville Water Supply Co. located on the Susquehanna River, approximately 42.5 miles downstream. The discharge is not expected to affect the water supply.

 The proposed effluent limits for Outfall 001 based on a design flow of 0.038 mgd are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report	Monitor and Report	XXX	XXX	XXX
pH	XXX	XXX	6.0 to 9.0 Standard Units at all times
Total Iron	XXX	XXX	Monitor and Report	Monitor and Report	Monitor and Report
Total Dissolved Solids	XXX	XXX	Monitor and Report	Monitor and Report	Monitor and Report
Nitrate-Nitrite Nitrogen	XXX	XXX	Monitor and Report	Monitor and Report	Monitor and Report
Ammonia Nitrogen	XXX	XXX	3.0	6.0	7.5
BOD5	XXX	XXX	Monitor and Report	Monitor and Report	Monitor and Report

 Persons 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 in effect.

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

 PA0218961, Industrial Waste, SIC 4941, Pittsburgh Water and Sewer Authority, 900 Freeport Road, Pittsburgh, PA 15238. This application is for the issuance of an NPDES permit to discharge backwash water, miscellaneous waters and stormwater from the Water Treatment Plant in Pittsburgh, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, Allegheny 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 Borough Municipal Authority, located at 210 Perry Highway, Pittsburgh, PA 15229, 13 miles below the discharge point.

 Outfalls 001 and 010: new stormwater discharge.

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

 Outfall 007: new discharge, maximum flow of 16.57 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		1.0
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

 Other Conditions:

 The EPA waiver is in effect.

 Outfall 008: new discharge, maximum flow of 3.82 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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Nitrate + Nitrite Nitrogen			Monitor and Report
Iron			Monitor and Report
Phenols, total			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 Outfall 009: new discharge, maximum flow of 117 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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Iron			Monitor and Report
Phenols, total			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 Outfall 011: new groundwater discharge.

	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
Oil and Grease			15		30
Iron, dissolved					7.0
pH	not less than 6.0 nor greater than 9.0

 Outfall 012: new discharge, maximum flow of 6.12 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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Iron			Monitor and Report
Phenols, total			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 Outfall 013: 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
Oil and Grease			Monitor and Report
pH			Monitor and Report

 Outfall 014: new discharge, maximum flow of 6.99 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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Aluminum			Monitor and Report
Iron			Monitor and Report
Manganese			Monitor and Report
Nitrate + Nitrite Nitrogen			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 Outfall 015: new discharge, maximum flow of 4.76 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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Aluminum			Monitor and Report
Iron			Monitor and Report
Manganese			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 Outfalls 016—018, 020 and 021: new stormwater discharges.

	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

 Outfall 019: new discharge, maximum flow of 0.288 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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Aluminum			Monitor and Report
Iron			Monitor and Report
Manganese			Monitor and Report
Nitrate + Nitrite Nitrogen			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 Outfalls 023 and 024: new discharge, maximum flow of 12.5 mgd and 32.5 mgd, respectively.

	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
Oil and Grease			15		30
Total Residual Chlorine			0.5		1.0
Nitrate + Nitrite Nitrogen			Monitor and Report
Phenols, total			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

 PA0000507-A1, Industrial Waste, SIC 2821, Eastman Chemical Resins, Inc., SR 837, P. O. Box 567, West Elizabeth, PA 15088-0567. This application is for amendment of an NPDES permit to discharge treated process water, groundwater, stormwater and noncontact cooling water from the Jefferson Plant in Jefferson Hills Borough, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, Monongahela 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 PA American Water Company, located at Mile 4.4—Monongahela River approximately 19.43 miles below the discharge point.

 Outfall 026: new discharge, design flow of 0.0883 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)			Monitor and Report
BOD5	12	32	24	64	80
Total Suspended Solids	20	66	40	130	163
Acenaphthene	0.0111	0.0299	0.022	0.059	0.073
Acenaphthylene	0.0111	0.0299	0.022	0.059	0.073
Acrylonitrile	0.0487	0.1229	0.096	0.242	0.302
Anthracene	0.0111	0.0299	0.022	0.059	0.073
Benzene	0.0188	0.0691	0.037	0.136	0.170
Benzo(a)anthracene	0.0111	0.0299	0.022	0.059	0.073
3,4-Benzofluoranthene	0.0116	0.0310	0.023	0.061	0.076
Benzo(k)fluoranthene	0.0111	0.0299	0.022	0.059	0.073
Benzo(a)pyrene	0.0116	0.0310	0.023	0.061	0.076
Bis(2-ethylhexyl) phthalate	0.0523	0.1417	0.103	0.279	0.348
Carbon Tetrachloride	0.0091	0.0193	0.018	0.038	0.047
Chlorobenzene	0.0076	0.0142	0.015	0.028	0.035
Chloroethane	0.0528	0.1362	0.104	0.268	0.335
Chloroform	0.0106	0.0233	0.021	0.046	0.057
2-Chlorophenol	0.0157	0.0498	0.031	0.098	0.122
Chrysene	0.0111	0.0299	0.022	0.059	0.073
Di-n-butyl phthalate	0.0137	0.0289	0.027	0.057	0.071
1,2-Dichlorobenzene	0.0391	0.0828	0.077	0.163	0.203
1,3-Dichlorobenzene	0.0157	0.0223	0.031	0.044	0.055
1,4-Dichlorobenzene	0.0076	0.0142	0.015	0.028	0.035
1,1-Dichloroethane	0.0111	0.0299	0.022	0.059	0.073
1,2-Dichloroethane	0.0345	0.1072	0.068	0.211	0.263
1,1-Dichloroethylene	0.0081	0.0127	0.016	0.025	0.031
1,2-trans-Dichloroethylene	0.0106	0.0274	0.021	0.054	0.067
2,4-Dichlorophenol	0.0198	0.0569	0.039	0.112	0.140
1,2-Dichloropropane	0.0777	0.1168	0.153	0.230	0.287
1,3-Dichloropropylene	0.0147	0.0223	0.029	0.044	0.055
Diethyl phthalate	0.0411	0.1031	0.081	0.203	0.253
2,4-Dimethylphenol	0.0091	0.0182	0.018	0.036	0.045
Dimethyl phthalate	0.0096	0.0238	0.019	0.047	0.058
4,6-Dinitro-o-cresol	0.0396	0.1407	0.078	0.277	0.346
2,4-Dinitrophenol	0.0360	0.0625	0.071	0.123	0.153
2,4-Dinitrotoluene	0.0574	0.1448	0.113	0.285	0.356
2,6-Dinitrotoluene	0.1295	0.3257	0.255	0.641	0.801
Ethylbenzene	0.0190	0.0641	0.032	0.108	0.135
Fluoranthene	0.0127	0.0345	0.025	0.068	0.085
Fluorene	0.0111	0.0299	0.022	0.059	0.073
Hexachlorobenzene	0.0050	0.0101	0.010	0.020	0.025
Hexachlorobutadiene	0.0101	0.0249	0.020	0.049	0.061
Hexachloroethane	0.0106	0.0274	0.021	0.054	0.067
Methyl Chloride	0.0437	0.0965	0.086	0.190	0.237
Methylene Chloride	0.0203	0.0452	0.040	0.089	0.111
Naphthalene	0.0112	0.0300	0.022	0.059	0.073
Nitrobenzene	0.0137	0.0345	0.027	0.068	0.085
2-Nitrophenol	0.0208	0.0350	0.041	0.069	0.086
4-Nitrophenol	0.0365	0.0630	0.072	0.124	0.155
Phenanthrene	0.0111	0.0299	0.022	0.059	0.073
Phenol	0.0076	0.0132	0.015	0.026	0.032
Pyrene	0.0127	0.0340	0.025	0.067	0.083
Tetrachloroethylene	0.0111	0.0284	0.022	0.056	0.070
1,2,4-Trichlorobenzene	0.0345	0.0711	0.068	0.140	0.175
1,1,1-Trichloroethane	0.0106	0.0274	0.021	0.054	0.067
1,1,2-Trichloroethane	0.0106	0.0274	0.021	0.054	0.067
Trichloroethylene	0.0106	0.0274	0.021	0.054	0.067
Vinyl Chloride	0.0528	0.1362	0.104	0.268	0.335
Oil and Grease			15		30
Total Dissolved Solids			500	750
Sulfates				250
Nitrate + Nitrite Nitrogen			Monitor and Report
Aluminum, Total			Monitor and Report
Zinc, Total			Monitor and Report
Cyanide, Total			Monitor and Report
Styrene			Monitor and Report
Xylenes, Total			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 Standard Units

 The EPA waiver is not in effect.

 PA0004081, Industrial Waste, SIC 3499, CP Industries Holdings, Inc., 2214 Walnut Street, McKeesport, PA 15132. This application is for renewal of an NPDES permit to discharge process wastewater and stormwater from Christy Park Works in City of McKeesport, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, Youghiogheny 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 McKeesport Water Treatment Plant, located at McKeesport, Allegheny County, 0.3 mile below the discharge point.

 Outfalls 007 and 009: existing discharge, average flow of 0.004 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
TSS	4.7	12.6	15		40
Oil and Grease		3.2			10
pH	not less than 6.0 nor greater than 9.0

 Outfalls 006 and 008: existing discharge, varied flow.

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

 Outfalls 001—005: existing discharges, varied flow.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	Discharge consists solely of uncontaminated stormwater runoff. No limits apply.

 Other Conditions:

 A Part C Condition is included in the permit stating that the total combined pollutant mass discharged from Outfalls 007 and 009 for total suspended solids and oil and grease cannot exceed the average monthly and daily maximum mass effluent limitations.

 A Part C Condition is included in the permit requiring completion of an SWPPP.

 The EPA waiver is in effect.

 PA0044679, Sewage, Pigeon Creek Sanitary Authority, 508 Main Street, Bentleyville, PA 15314. This application is for renewal of an NPDES permit to discharge treated sewage from Pigeon Creek Sewage Treatment Plant in Fallowfield Township, Washington County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Pigeon 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 Allegheny Power—Mitchell Station.

 Outfall 001: existing discharge, design flow of 1.02 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)	3.4	5.1		6.8
(11-1 to 4-30)	10.2	15.3		20.4
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a Geometric Mean
(10-1 to 4-30)	2,000/100 ml as a Geometric Mean
Total Residual Chlorine	.60			2.0
pH	not less than 6.0 nor greater than 9.0

 The EPA waiver is not in effect.

 PA0215872, Sewage, Stephen D. Skeers, 1989 Drennen Road, New Kensington, PA 15068. This application is for renewal of an NPDES permit to discharge treated sewage from Skeers SR STP in Plum Borough, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Pucketa 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 Oakmont Borough Municipal Authority.

 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.

 PA0098400, Sewage, Albert Gallatin School District, 2625 Morgantown Road, Uniontown, PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from Albert Gallatin South Junior High School and Friendship Hill Elementary School Sewage Treatment Plant in Springhill Township, Fayette County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Georges 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 Masontown Municipal Water Works.

 Outfall 001: existing discharge, design flow of 0.0143 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)	20.0			40.0
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.

 PA0091049, Sewage, United States Health and Human Services, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 626 Cochrans Mill Road, P. O. Box 18070, Pittsburgh, PA 15236. This application is for renewal of an NPDES permit to discharge treated sewage from Lake Lynn Laboratory STP in Springhill Township, Fayette County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Rubies Run—Dragoo Hallow, 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 Albert Gallatin Municipal Authority on the Cheat River.

 Outfall 001: existing discharge, design flow of 0.00035 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.

 PA0095478, Sewage, Mary A. Sinclair, P. O. Box 65, Perryopolis, PA 15473. This application is for renewal of an NPDES permit to discharge treated sewage from Jefferson Estates Sewage Treatment Plant in Jefferson Township, Fayette County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Little Redstone 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 Washington Township Municipal Authority.

 Outfall 001: existing discharge, design flow of 0.021 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)	5.0			10.0
(11-1 to 4-30)	15.0			30.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a Geometric Mean
(10-1 to 4-30)	2,000/100 ml as a Geometric Mean
Total Residual Chlorine	1.4			3.3
Dissolved Oxygen	not less than 3.3 mg/l
pH	not less than 6.0 nor greater than 9.0

 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. 2109407, Sewerage, Richard and Darlene Smith, 1819 Mountain Road, Newburg, PA 17240. This proposed facility is located in Upper Mifflin Township, Cumberland County.

 Description of Proposed Action/Activity: Installation/Operation of small flow sewage treatment facility to serve their existing three bedroom home.

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

 WQM Permit No. 6309405, Sewerage, Consol PA Coal Co., LLC, 1525 Pleasant Grove Road, Claysville, PA 15323. This proposed facility is located in East Finley Township, Washington County.

 Description of Proposed Action/Activity: Application for the construction and operation of a STP.

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

 WQM Permit No. 4373402, Sewerage, Amendment No. 1, Ficks Enterprises, LLC, 2155 Susquehanna Trail, McEwensville, PA 17749. This proposed facility is located in Jefferson Township, Mercer County.

 Description of Proposed Action/Activity: Construction of a sludge holding tank to work with the original Sewage Treatment Plant.

 WQM Permit No. 2509405, Sewerage, Lawrence Park Township, 4230 Iroquois Avenue, Erie, PA 16511-2164. This proposed facility is located in Lawrence Park Township, Erie County.

 Description of Proposed Action/Activity: Replacement of the old Cunningham Drive Lift Station with a new lift station and associated influent sewers.

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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 Wavier 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
PAI01 1509028	S.T.B.I. 102 Reservoir Road Honey Brook, PA 19344	Chester	Honey Brook Township	West Branch Brandywine Creek HQ-TSF-MF
PAI01 1509028	Sweetwater Business Properties, LP 5051 Horseshoe Pike Honey Brook, PA 19344	Chester	Honey Brook Township	West Branch Brandywine Creek HQ-TSF-MF
PAI01 5109005	IATSE Local No. 8 2237 Hartranft Street Philadelphia, PA 19145	Philadelphia	City of Philadelphia	Delaware River WWF

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI033609004	PPL Holtwood, LLC Two North Ninth Street Allentown, PA 18101	Lancaster	Martic Township	Susquehanna River WWF

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

 Allegheny County Conservation District: 400 North Lexington Avenue, Pittsburgh, PA 15208, (412) 241-7645.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI050209005	Allegheny County Department of Public Works 501 County Office Building Pittsburgh, PA 15219	Allegheny	City of McKeesport	Monongahela River WWF

 Greene County Conservation District: 19 South Washington Street, Waynesburg, PA 15370-2053, (724) 852-5278.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI053009001	West Penn Power Co., d/b/a Allegheny Power 800 Cabin Hill Drive Greensburg, PA 15301	Greene	Center and Franklin Townships	Stewart Run and Pursley Creek HQ-WWF Smith Creek WWF

 Indiana County Conservation District: USDA Service Center, 1432 Route 286 Highway East, Indiana, PA 15701-1467, (724) 463-8547.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI053209001	Jonathon Juffe Lucerne Landings, LP 1209 Laurel Oak Lane York, PA 17403-9124	Indiana	White Township	UNT Two Lick Creek CWF

 Somerset County Conservation District: 6024 Glades Pike, Suite 103, Somerset, PA 15501, (814) 445-4652. (This permit was originally published without all the receiving streams and classifications.)

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI053209005	Keith E. Newlin National Park Service 109 West Main Street Suite 104 Somerset, PA 15501	Somerset	Stonycreek Township	Grove Run EV Lamberts Run CWF Calendars Run 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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 Southcentral Region: Water Supply Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

 Permit No. 2809503, Public Water Supply.

Applicant	Shippensburg Borough Authority
Municipality	Lurgan Township
County	Franklin
Responsible Official	William W. Wolfe Manager 111 North Fayette Street P. O. Box 129 Shippensburg, PA 17257-0129
Type of Facility	Public Water Supply
Consulting Engineer	Peter Lusardi, P. E. CET Engineering Services 1240 North Mountain Road Harrisburg, PA 17112
Application Received	August 26, 2009
Description of Action	Construction of an air scour system and a powdered activated carbon system at the Gunther Valley plant.

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

 Application No. 6109503, Public Water Supply.

Applicant	Aqua Pennsylvania, Inc.
Township or Borough	Emlenton Borough Venango County
Responsible Official	Jack N. Walter VP Production
Consulting Engineer	MaryJo Brown Environmental Scientist CET Engineering Services, Inc. 1240 North Mountain Road Harrisburg, PA 17112
Application Received Date	August 31, 2009
Description of Action	Construction of new water treatment plant at new location for service to customers of the former Emlenton Water Company; demolition of existing plant and construction of new raw water pumping station.

MINOR AMENDMENT

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

 Application No. 5209502MA, Minor Amendment.

Applicant	Pennsylvania American Water Company Pine Ridge Water System 800 West Hersheypark Drive Hershey, PA
Township or Borough	Lehman Township Pike County
Responsible Official	David R. Kaufman
Type of Facility	Public Water System
Consulting Engineer	Daniel G. Rickard, P. E.
Application Received Date	August 26, 2009
Description of Action	Raise the casing, cap and disconnect well No. 1. Demolish the well pit, clear well and treatment equipment.

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

 Application No. 0209517MA, Minor Amendment.

Applicant	Pennsylvania American Water Company 800 West Hersheypark Drive P. O. Box 888 Hershey, PA 17033
Township or Borough	Elizabeth Township
Responsible Official	David Kaufman Vice-President Engineering Pennsylvania American Water Company 800 West Hersheypark Drive P. O. Box 888 Hershey, PA 17033
Type of Facility	Elizabeth Township water storage tank
Consulting Engineer	Gannett Fleming, Inc. 207 Senate Avenue Camp Hill, PA 17011-2316
Application Received Date	August 13, 2009
Description of Action	Construction of the 1.25 mg Elizabeth Township water storage tank and connecting waterline.

 Application No. 6509506MA, Minor Amendment.

Applicant	Municipal Authority of Westmoreland County 124 Park and Pool Road New Stanton, PA 15672
Township or Borough	Kiskimenetas Township
Responsible Official	Christopher Kerr Resident Manager Municipal Authority of Westmoreland County 124 Park and Pool Road New Stanton, PA 15672
Type of Facility	Flat Rock Road watermain
Consulting Engineer
Application Received Date	September 2, 2009
Description of Action	Installation of approximately 13,400 feet of waterline.

 Application No. 2609507MA, Minor Amendment.

Applicant	Municipal Authority of Westmoreland County 124 Park and Pool Road New Stanton, PA 15672
Township or Borough	Hempfield and Salem Townships
Responsible Official	Christopher Kerr Resident Manager Municipal Authority of Westmoreland County 124 Park and Pool Road New Stanton, PA 15672
Type of Facility	Forbes Road watermain
Consulting Engineer
Application Received Date	September 2, 2009
Description of Action	Installation of approximately 12,000 feet of waterline.

 Application No. 2609508MA, Minor Amendment.

Applicant	Municipal Authority of Westmoreland County 124 Park and Pool Road New Stanton, PA 15672
Township or Borough	Dunbar Township
Responsible Official	John Ashton Operations Manager Production Municipal Authority of Westmoreland County 124 Park and Pool Road New Stanton, PA 15672
Type of Facility	Water system
Consulting Engineer	Gibson-Thomas Engineering Co., Inc. 1004 Ligonier Street P. O. Box 853 Latrobe, PA 15650
Application Received Date	August 5, 2009
Description of Action	Installation of a new filter control console, flow control valves, flow meters and chemical metering pumps.

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