NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[37 Pa.B. 674]
[Saturday, February 10, 2007]

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0062791	Just Born, Inc. 1300 Stefko Boulevard Bethlehem, PA 18017-6672	Bethlehem City Northampton County	Lehigh River CWF 2C	Y

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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 ?
PA0043486 (IW)	Lancaster County Solid Waste Management Authority 1299 Harrisburg Pike P. O. Box 4425 Lancaster, PA 17604-4425	Lancaster County Manor Township	Manns Run 7-J	Y
PA0081418 (IW)	Rutter's Dairy, Inc. 2100 N. George St. York, PA 17404	York County Manchester Township	UNT Codorus Creek 7-H	Y
PA0035092 (IW)	Tyson Foods, Inc. 403 S. Custer Avenue New Holland, PA 17557-0901	Lancaster County East Earl Township and New Holland Borough	Mill Creek 7-J	Y
PA0083062 (SEW)	Williams Valley School District 10330 SR 209 Tower City, PA 17980-9611	Dauphin County Williams Township	Wiconisco Creek 6-C	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 ?
PA0209074	Hidden Valley Mobile Home Park 97 Sandra Lee Drive Linden, PA 17744	Lycoming County Woodward Township	UNT to Quenshukeny Run SWP 10A	Y
PAS604803	Patrick R. Burns 278 Lower Coleville Road Bellefonte, PA 16823	Centre County Benner Township	Storm Drain to Buffalo Run 9C	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.

   PA0056413. Lower Salford Township Mainland Sewage Treatment Plant. The Department of Environmental Proctection is withdrawing the Intent to Issue Notice published at 36 Pa.B. 7470 (December 9, 2006).

   PA0045021, Industrial Waste, SIC 3479, Material Sciences Corporation, 120 Enterprise Avenue, Morrisville, PA 19037-3797. This proposed facility is located in Falls Township, Bucks County.

   Description of Proposed Activity: Material Sciences Corporation conducts coil coating operations to steel, galvanized and metal coils. From the coating and rinsing operation wasterwater is generated and afforded treatment prior to discharge.

   The receiving stream, Biles Creeks, is in the State Water Plan Watershed 2E and is classified for WWF and migratory fishes. The nearest downstream public water supply intake for Bristol Borough Water Treatment plant is located on Delaware River and is 17.5 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.0334 mgd.

	Concentration (mg/l)
	Average	Maximum	Instanteous
Parameters	Monthly	Daily	Maximum
Flow (mgd)
CBOD5	25	40
Total Suspended Solids	30	60
Total Dissolved Solids	2,500	5,000
Oil and Grease	15
Chromium
Total	0.21	0.52
Hex	002	0.04
Zinc, Total	0.71	0.96
Temperature			110°F
pH	Between units of 6 to 9 (Std)
Cyanide
Total	0.14	0.36
Free	0.012	0.024
Iron
Total	0.71	0.75
Dissolved	0.72	1.43
Aluminum, Total	0.17	0.40
Cooper, Total	0.61	1.11
Residual Chlorine, Total	0.5		1.2

   In addition to the effluent limits, the permit contains the following major Other Requirements:

   1.  Abandon IWWTP.
   2.  Public Nuisance.
   3.  Small Stream Discharge.
   4.  Applicable BAT/BCT.
   5.  Approved Chemical Additives.
   6.  Requirements to Submit Chemical Additives Information.
   7.  Approved Test Methods.
   8.  Change in Ownership.
   9.  Proper Sludge Disposal.
   10.  Watershed TMDL/WLA.
   11.  Inst. Max Limitation.
   12.  Stormwater Requirements.

   PA0052647, Industrial Waste, Borough of Pottstown Water Authority, SIC 4941, 100 East High Street, Pottstown, West Pottsgrove Township, Montgomery County, PA 19464. Borough of Pottstown Water Treatment Plant is located at 668 Old Reading Road, Stowe, PA 19464.

   Description of Activity: This application is for an NPDES permit to discharge industrial wastewater from filter backwash and sedimentation basin cleaning operations.

   The receiving river, Schuylkill River, is in the State Water Plan Watershed 3E-Perkiomen and is classified for WWF, migratory fishes, aquatic life, water supply and recreation. The nearest downstream potable water supply is Phoenixville and is approximately 8 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a monthly average discharge rate of 0.22 mgd:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameters	Monthly	Daily	Monthly	Daily	Maximum (mg/l)
Total Suspended Solids			30	60	75
Iron, Total			2.0	4.0	5.0
Aluminum, Total			4.0	8.0	10.0
Manganese, Total			1.0	2.0	2.5
pH (Std Units)			6.0 (Minimum)		9.0
Total Residual Chlorine			0.5	1.0	1.2

   The proposed effluent limits for Outfall 002 are based on a monthly average discharge rate of 0.0098 mgd:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameters	Monthly	Daily	Monthly	Daily	Maximum (mg/l)
pH (Std Units)			6.0 (Minimum)
Total Residual Chlorine			0.40		0.94

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

   1.  Solids Disposal According to Applicable Regulations.
   2.  Sedimentation Basin Cleaning Requirements.

   PA0026018, Sewage, West Chester Borough, 401 East Gay Street, West Chester, PA 19380. This existing facility is located in East Bradford Township, Chester County.

   Description of Proposed Activity: This application is for the renewal of an NPDES permit for an existing discharge of treated sewage from the West Chester Taylor Run sewage treatment plant.

   The receiving stream, Taylor Run, is in the State Water Plan Watershed 3H and is classified for trout stocking, migratory fish, aquatic life, water supply, recreation and fishing. Taylor Run is a tributary to East Branch Brandywine Creek, which flows into Brandywine Creek. There are no public water supply intakes identified downstream in this Commonwealth. The State Line is approximately 14 river miles downstream of the discharge. A Wilmington, DE, water supply intake is located on Brandywine Creek approximately 7.5 river miles downstream of the State Line.

   The proposed sewage effluent limits for Outfall 001 are based on a design flow of 1.5 mgd and are as follows:

200/100 ml (Geo Mean)

	Mass (lb/day)		Concentration (mg/l)
	Monthly	Weekly	Monthly	Weekly	Instantaneous
Parameters	Average	Average	Average	Average	Maximum (mg/l)
CBOD5	313	475	25	40	50
Total Suspended Solids	188	282	15	23	30
Ammonia as N
(5-1 to 10-30)	31		2.5		5.0
(11-1 to 4-30)	94		7.5		15.0
Phosphorus as P
(4-1 to 10-31)	12.5		1.0		2.0
(11-1 to 3-31)	25		2.0		4.0
Fecal Coliform				1,000/100 ml
Dissolved Oxygen			5.0 (min.)
pH (Std Units)			6.0 (min.)		9.0
Total Residual Chlorine			0.05		0.15
Total Nitrogen	Monitor and Report		Monitor and Report

   The proposed effluent limits for stormwater Outfalls 002--004 are based on an average rainfall event and are as follows:

	Average	Average	Maximum	Instantaneous
Parameters	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
CBOD5			Monitor and Report
COD			Monitor and Report
Oil and Grease			Monitor and Report
pH (Std Units)			Monitor and Report
Total Suspended Solids			Monitor and Report
Total Kjeldahl Nitrogen			Monitor and Report
Phosphorus (as P)			Monitor and Report
Iron (Dissolved)			Monitor and Report

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

   1.  Notification of Designation of Operator.
   2.  Average Weekly Reporting.
   3.  Remedial Measures if Unsatisfactory Effluent.
   4.  No Stormwater.
   5.  Acquire Necessary Property Rights.
   6.  Discharge to Small Stream.
   7.  Change of Ownership.
   8.  Total Residual Chlorine Requirement.
   9.  Sludge Disposal Requirement.
   10.  Chronic WET Testing.
   11.  Exemption from Pretreatment Program.
   12.  Imax Requirements.
   13.  2/Month Monitoring Requirements.
   14.  Requirements Applicable to Stormwater Outfalls.
   15.  Certified Operator.

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

   PA0065102, Sewage, Daniel Bittenbender, R. R. 5, Box 5647, Saylorsville, PA 18353. This proposed facility is located in Hamilton Township, Monroe County.

   Description of Proposed Activity: Application for NPDES permit to discharge treated sewage from a single-family residence.

   The receiving stream, UNT to Lake Creek, is in the State Water Plan Watershed 1E and is classified for HQ-CWF. The nearest downstream public water supply intake for the City of Easton is located on the Delaware River.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.0007 mgd.

	Average	Instantaneous
Parameter	Monthly (mg/l)	Maximum (mg/l)
BOD5	10	20
Total Suspended Solids	10	20
Fecal Coliform	200/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.

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

   1.  Since the proposed treatment system uses ultraviolet disinfection, no monitoring is required for Total Residual Chlorine.

   PA-0065145, Sewage, Dunn Lake, LLC, 103 Indian Springs Road, Kennett Square, PA 19348. This proposed facility is located in Ararat Township, Susquehanna County.

   Description of Proposed Activity: NPDES Permit for a new, treated sewage discharge.

   The receiving stream, East Branch Lackawanna River, is in the State Water Plan Watershed 5A and is classified for HQ-CWF. The nearest downstream public water supply intake for the Pennsylvania American Water Company is located at the Stillwater Reservoir on the Lackawanna River over 10 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.019 mgd.

	Average	Annual Average	Instantaneous
Parameter	Monthly (mg/l)	(lbs./Year)	Maximum (mg/l)
CBOD5	5.0		10.0
Total Suspended Solids	3.0		6.0
NH3-N	3.0		6.0
Total Nitrogen	5.0, Offset by Credits		10.0
Total Phosphorus	0.10, Offset by Credits		0.20
Dissolved Oxygen	A minimum of 6.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	Nondetectable
Kjeldahl-N	Report
NO2-NO3 as ''N''	Report
Total Net Nitrogen		0
Total Net Phosphorus		0

   The permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the nitrogen and phosphorus effluent limits, under the Department's Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report any such credits in monthly supplemental DMRs submitted to the Department.

   PA-0028568, Sewage, Bangor Borough Authority, 54 Market Street, P. O. Box 51, Bangor, PA 18013. This proposed facility is located in Washington Township, Northampton County.

   Description of Proposed Activity: Renewal of NPDES Permit.

   The receiving stream, Martin's Creek, is in the State Water Plan Watershed 01F and is classified for: Aquatic Life: TSF, migratory fishes, water supply and recreation. The nearest downstream public water supply intake for the City of Easton is located on Delaware River is approximately 25 miles below the point of discharge. The proposed effluent limits for Outfall 001 based on a design flow of 1.6 mgd.

	Average	Average	Maximum
Parameter	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	2.4		4.8
(11-1 to 4-30)	7.2		14.4
Dissolved Oxygen	A minimum of 5.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	0.18		0.42

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

   1.  Special Condition for Whole Effluent Toxicity Testing.

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

   Application No. PA 0260100, Sewage, James Lyons, 9 Mathias Road, Littlestown, PA 17340. This facility is located in Germany Township, Adams County.

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

   The receiving stream, a UNT to Piney Creek, is in Watershed 13-D and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for City of Frederick Maryland is located on the Monocacy River, approximately 41 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.0004 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25		50
Total Suspended Solids	30		60
NH3-N	Monitor and Report		Monitor and Report
pH	From 6.0 to 9.0 inclusive
Fecal Coliform	200/100 ml as a geometric average

   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.

   Application No. PA 0088633, Sewage, Lower Paxton Township Authority, (Beaver Creek Wet Weather WWTF), 425 Prince Street, Harrisburg, PA 17109. This facility is located in South Hanover Township, Dauphin County.

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

   The receiving stream, Beaver Creek, is in Watershed 7-D, and classified for WWFs, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Middletown Borough is located on the Swatara Creek, approximately 10 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 2.5 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	15	24	30
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	3.0		9.0
(11-1 to 4-30)	9.0		18
Total Phosphorus	2.0		4.0
Total Phosphorus	6,088 lbs per year annual
Total Nitrogen	45,662 lbs per year annual
TKN	Monitor
NO2 + NO3-N	Monitor
Dissolved Oxygen	Minimum of 5.0 at all times
pH	From 6.0 to 9.0 inclusive
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

   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 not in effect.

   Application No. PA 0084565, Sewage, East Prospect Borough Authority, P. O. Box 334, East Prospect, PA 17317. This facility is located in Lower Windsor Township, York County.

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

   The receiving stream, a UNT of Cabin Creek, is in Watershed 7-I, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Red Lion Municipal Authority is located on a UNT Cabin Creek, approximately 7.2 miles downstream. The discharge is not expected to affect the water supply.

   The proposed Interim effluent limits for Outfall 001 for a design flow of 0.0875 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	15	22	30
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	3.5		7.0
(11-1 to 4-30)	10.5		21
Total Phosphorus	Monitor lbs per year annual
Total Nitrogen	Monitor lbs per year annual
TKN		Monitor
NO2 + NO3-N		Monitor
Dissolved Oxygen	Minimum of 5.0 at all times
pH	From 6.0 to 9.0 inclusive
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

   The proposed Final effluent limits for Outfall 001 for a design flow of 0.175 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	15	22	30
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	1.68		3.36
(11-1 to 4-30)	5.04		10.08
Total Phosphorus	2.0		4.0
Total Phosphorus	974 lbs per year annual
Total Nitrogen	5,859 lbs per year annual
TKN		Monitor
NO2 + NO3-N		Monitor
Dissolved Oxygen	Minimum of 5.0 at all times
pH	From 6.0 to 9.0 inclusive
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

   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.

   PA0026506, Sewage, West Mifflin Sanitary Sewer Municipal Authority, 1302 Lower Bull Run Road, West Mifflin, PA 15122. This application is for renewal of an NPDES permit to discharge treated sewage from Thompson Run STP in West Mifflin Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Thompson Run, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the PA American Water Company-Becks Run Station.

   Outfall 001: existing discharge, design flow of 4.0 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)	2.0	3.0		4.0
(11-1 to 4-30)	3.0	4.5		6.0
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
1st month--36th month	Monitor and Report
Total Residual Chlorine	.01			.03
Dissolved Oxygen	not less than 5.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: Outfalls 002--004 are being permitted to discharge uncontaminated stormwater from the STP site.

   The EPA waiver is not in effect.

   PA0217654, Sewage, Seward/St. Clair Township Sanitary Authority, P. O. Box 494, Seward, PA 15954. This application is for renewal of an NPDES permit to discharge treated sewage from Sugar Run Sewage Treatment Plant in St. Clair Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Conemaugh River, 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 Saltsburg Municipal Waterworks.

   Outfall 001: existing discharge, design flow of 0.361 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25	37.5		50
Suspended Solids	30	45		60
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
Total Residual Chlorine	0.5			1.6
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0253332, Sewage, Etna Borough, 437 Butler Street, Etna, PA 15223. This application is for issuance of an NPDES permit to discharge combined sewage from combined sewer outfalls in the Borough of Etna, Allegheny County.

   Outfalls:

A-68	CSO(8)	CSO(1)	CSO(1A)	CSO(2)	CSO(3)	CSO(4)	CSO(5)	CSO(7)

which discharge to the receiving waters known as Allegheny River, Pine Creek and serve as combined sewer overflows necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and/or the treatment plant and are permitted to discharge only for such reason. There are at this time no specific effluent limitations on the outfalls. Each discharge shall be monitored for cause, frequency, duration and quantity of flow.

   Other Conditions: The Borough of Etna is required to implement the nine minimum technology based controls on a system wide basis and develop a long-term control plan.

   The EPA waiver is in effect.

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

   PA0033901, Sewage. Willow Bend MHP, 2935 Valley Road, Mercer, PA 16137. This proposed facility is located in Lackawannock Township, Mercer County.

   Description of Proposed Activity: New/transfer permit for an existing discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Beaver Falls Municipal Authority-Eastvale intake located on the Beaver River and is approximately 38 miles below point of discharge.

   The receiving stream, the UNT to Little Neshannock Creek, is in Watershed 20-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 0.0075 mgd.

	Concentrations
	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow (mgd)	XX
CBOD5	25		50
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	6		12
(11-1 to 4-30)	18		36
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
Dissolved Oxygen	minimum of 3 mg/l at all times
pH	6.0 to 9.0 standard units at all times
XX--Monitor and report on monthly DMRs.

   The EPA waiver is in effect.

   PA0221589, Industrial Waste. Cardinal American Corp--Tel O Post, 205 North Pymatuning Street, Linesville, PA 16424. This existing facility is located in Linesville Borough, Crawford County.

   Description of Proposed Activity: a new NPDES permit for an existing discharge of treated contaminated groundwater and uncontaminated stormwater.

   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 the Shenango River and Greenville Water Company located approximately 18 miles below point of discharge.

   The receiving stream, Linesville Creek, is in Watershed 20-A and classified for WWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.0144 mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameters	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow	XX
Oil and Grease			15		30
Tricholorethylene			0.012		0.03
Cis-1,2 dichloroethylene			0.001		0.0025
pH	6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 002 based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
	This outfall shall be composed entirely of nonpolluting stormwater runoff in accordance with Special Condition Number 1.

   The proposed effluent limits for Outfall 003 based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
	This outfall shall be composed entirely of nonpolluting stormwater runoff in accordance with Special Condition Number 1.
XX--Monitor and report on monthly DMRs.

   The EPA waiver is in effect.

   PA0104035, Sewage. Daily Bread Café , 59 Sartwell Creek, Port Allegany, PA 16743. This proposed facility is located at 2906 Route 155, Port Allegany in Port Allegany Borough, McKean County.

   Description of Proposed Activity: Issuance of a new NPDES permit for an existing discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the NY/PA State border is located on the Allegheny River and is approximately 15 miles below point of discharge.

   The receiving stream, the Allegheny River, is in Watershed 16-B and classified for CWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.002 mgd.

	Concentrations
	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow (mgd)	XX
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	0.5		1.2
pH	6.0 to 9.0 standard units at all times
XX--Monitor and report on monthly DMRs.

   The EPA waiver is in effect.

   PA0221627, Sewage. Tri-Lane Estates Mobile Home Park, 4004 Wynwood Drive, Sharpsville, PA 16150-9024. This proposed facility is located in Lackawannock Township, Mercer County.

   Description of Proposed Activity: A new permit to replace an expired permit for an existing discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Public Water Supplier is located on the Beaver River (Beaver Falls Municipal Authority) and is approximately 38 miles below point of discharge.

   The receiving stream, the UNT to Little Neshannock Creek, is in Watershed 20-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 0.003 mgd.

	Concentrations
	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow	XX
CBOD5	25		50
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	1.5		3.0
(11-1 to 4-30)	4.5		9.0
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	0.38		0.89
Dissolved Oxygen	minimum of 5.0 mg/l at all times
pH	6.0 to 9.0 standard units at all times
XX--Monitor and report on monthly DMRs.

   The EPA waiver is in effect.

   PAPA0033448, Sewage. Pennwood Estates LLC, Pennwood Estates MHP, 1826 South Main Street, Akron, OH 44301. This proposed facility is located in Lackawannock Township, Mercer County.

   Description of Proposed Activity: This is a new permit replacing an expired permit for an existing minor treated sewage discharge.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Beaver Falls Municipal Authority is located on the Beaver River and is approximately 35 miles below point of discharge.

   The receiving stream, the west Branch Little Neshannock Creek, is in Watershed 20-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 0.009 mgd.

	Concentrations
	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow (mgd)	XX
CBOD5	25		30
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	4.5		9.0
(11-1 to 4-30)	13.0		26.0
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	0.85		2.0
pH	6.0 to 9.0 standard units at all times
XX--Monitor and report on monthly DMRs.

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

   WQM Permit No. 4007402, Sewerage, Plymouth Township, 925 West Main Street, Plymouth, PA 18651. This proposed facility is located in Plymouth Township, Luzerne County, PA.

   Description of Proposed Action/Activity: This project is for the construction of a sewage collection and conveyance system to various areas in Plymouth Township. The project is to include gravity sewers, force main, laterals, pump stations and manholes.

   WQM Permit No. 4007401, Sewerage, Butler Township Wastewater Department, 415 West Butler Drive, Drums, PA 18222. This proposed facility is located in Butler Township, Luzerne County, PA.

   Description of Proposed Action/Activity: This project is for the upgrade and expansion of the Township's St. Johns Wastewater Treatment Facility from a capacity of 0.6 mgd to 2.2 mgd, conversion of the Drums facility into a pumping station, installation of a new force main and gravity sewer between Drums pumping station and the St. Johns treatment plant and construction of sewer extension to the Drasher Road and Hashagen Estate areas of the Township.

   WQM Permit No. 4806407, Sewerage, SPG, Inc., Whispering Hollow North Mobile Home Park, 139 Country Club Road, Northampton, PA 18067-9802. This proposed facility is located in Moore Township, Northampton County, PA.

   Description of Proposed Action/Activity: This project is for modifications to the existing sewage treatment facilities at Whispering Hollow North Mobile Home Park.

   WQM Permit No. 4806408, Sewerage, SPG, Inc., Whispering Hollow South Mobile Home Park, 139 Country Club Road, Northampton, PA 18067-9802. This proposed facility is located in Allen Township, Northampton County, PA.

   Description of Proposed Action/Activity: This project is for modifications to the existing sewage treatment facilities at Whispering Hollow South Mobile Home Park.

   WQM Permit No. 4806406, Sewerage, Borough of Portland, P. O. Box 476, 1 Division Street, Portland, PA 18351. This proposed facility is located in Portland Borough, Northampton County, PA.

   Description of Proposed Action/Activity: This project involves construction of a 0.105 mgd wastewater treatment plant.

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

   WQM Permit No. 2807402, Sewerage, David Flaud, 15853 Burnt Mill Road, Newburg, PA 17240. This proposed facility is located in Lurgan Township, Franklin County.

   Description of Proposed Action/Activity: Seeking authorization to construct a small flow treatment facility for a single- family residence.

   WQM Permit No. 0607201, CAFO, Joe Jurgielewicz & Son, Ltd., P. O. Box 257, Shartlesville, PA 19554. This proposed facility is located in Tilden Township, Berks County.

   Description of Proposed Action/Activity: Application seeking approval to construct a manure storage facilities for a duck farm.

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

   WQM Permit No. 0271412-A4, Sewerage, Leetsdale Borough Municipal Authority, 5 Sixth Street, Leetsdale, PA 15056. This existing facility is located in Edgeworth and Leetsdale Boroughs, Allegheny County.

   Description of Proposed Action/Activity: Application for permit amendment for sewerage expansion.

   The Pennsylvania Infrastructure Investment Authority which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.

   WQM Permit No. WQG016138, Sewerage, Doreen Tumminello, 2854 Anderson Road, Allison Park, PA 15101. This proposed facility is located in Indiana Township, Allegheny County.

   Description of Proposed Action/Activity: Application for the construction and operation of a single-residence sewage treatment plant.

   WQM Permit No. 0407401, Sewerage, Wesley Glass, 256 Park Lane, Darlington, PA 16115. This proposed facility is located in Big Beaver Borough, Beaver County.

   Description of Proposed Action/Activity: Application for the construction and operation of a single-residence sewage treatment plant.

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

   WQM Permit No. 2507401, Sewerage, McKean Township Sewer Authority, 9231 Edinboro Road, McKean, PA 16426. This proposed facility is located in McKean Township, Erie County.

   Description of Proposed Action/Activity: This project is for the construction of a pump station and conveyance facilities to serve the Georgetown Heights residential subdivision and will be conveyed to the McKean Township sewage treatment plant on West Road.

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

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V. NPDES Applications for 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
PAI011507004	Hettie J. Herzog 1057 St. Matthews Road Chester Springs, PA 19425-3101	Chester	West Vincent Township	Pickering Creek HQ

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023907001	Michael Bremer Muhlenberg College 2400 Chew Street Allentown, PA 18104	Lehigh	City of Allentown	Little Cedar Creek 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
PAI032806006	Divinity Investments, LLC P. O. Box 1180 Chambersburg, PA 17201	Franklin	Antrim Township	UNT to Muddy Run HQ-CWF
PAI033607001	E. Nelson Martin 416 Linden Street Terre Hill, PA 17581	Lancaster	Terre Hill Borough and East Earl Township	UNT to Black Creek HQ-CWF

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI063307001	SR 28 Section 510 Game School Road 3R Department of Transportation 2550 Oakland Avenue Indiana, PA 15701-0429	Jefferson	Warsaw and Snyder Township	Mill Creek CWF Beaver Meadow Run EV

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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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