NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[38 Pa.B. 1846]
[Saturday, April 19, 2008]

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 ?
PAS802206 (Industrial Stormwater)	Con-Way Freight 110 Parkland Plaza Ann Arbor, MI 48103	Upper Macungie Township Lehigh County	Iron Run 02C	Y
PA0061948 (Minor Sewage)	Lehighton Land Company Otto's Blue Mountain RV and Camping Resort 1500 Rock Street Lehighton, PA 18235	Franklin Township Carbon County	Pohopoco Creek 02B	Y
PA0061719 (Minor Sewage)	Little Washington Wastewater Company 762 West Lancaster Avenue Bryn Mawr, PA 19010-3489	Tobyhanna Township Monroe County	UNT to Beaver Creek 2A	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 ?
PA0247081 (Sew)	Hopewell Township--Tatesville 2759 Raystown Road Hopewell, PA 16650	Bedford County Hopewell Township	Pipers Run 11-D	Y
PA0247081 (Sew)	Hopewell Township--Sunnyside 2759 Raystown Road Hopewell, PA 16650	Bedford County Hopewell Township	Raystown Branch-- Juniata River 11-D	Y
PA0011169 (IW)	Brush Wellman, Inc. P. O. Box 973 Reading, PA 19603	Berks County Perry Township	Schuylkill River 3-B	Y
PA0086428 (Sew)	Mazza Vineyards, Inc. Mount Hope Estate & Winery 2775 Lebanon Road Manheim, PA 17545	Lancaster County Rapho Township	Chickies Creek 7-G	Y
PA0082198 (Sew)	Peters Township Board of Supervisors--Upton Village STP 5000 Steele Avenue P. O. Box 88 Lemasters, PA 17231-0088	Franklin County Peters Township	UNT Conococheague Creek 13-C	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.

   PA0244392, IW, SIC 2843, Stoney Creek Technologies, LLC, 3300 West 4th Street, Trainer, PA 19061-5112. This proposed facility is located in Trainer Borough, Delaware County.

   Description of Proposed Activity: The facility discharge stormwater commingled with process water. Normally the wastewater discharge into DELCORA, sewage treatment plant after pretreatment. During heavy rain event over flow from storage tanks will discharge to Stoney Creek.

   The receiving stream, Stoney Creek, is in the State Water Plan Watershed 3G and is classified for: WWF. There are no public water supply intake downstream of this discharge.

   The proposed effluent limits for Outfall 001 are based on an average flow of 0.350 mgd:

	Concentration (mg/l)
	Average	Maximum	Instantaneous
Parameters	Monthly	Daily	Maximum
BOD5	30	45	60
TSS	30	45	60
Oil and Grease	15	30	30
pH (Standard Units)	Within limit of 6.0 to 9.0 Standard Units at all times.
Cadmium, Total	Monitor and Report	Monitor and Report	Monitor and Report
Copper, Total	0.014	0.028	0.035
Lead, Total	0.080	0.160	0.200
Mercury, Total	0.0016	0.0032	0.0040
Silver, Total	0.003	0.006	0.008
Thallium, Total	0.065	0.130	0.165
Zinc, Total	0.120	0.240	0.300
Aluminum, Total	0.750	1.500	1.875
Cobalt, Total	0.095	0.190	0.240
Aerolein	0.005	0.010	0.013
Iron, Total	Monitor and Report	Monitor and Report	Monitor and Report
Cyanide, Total	Monitor and Report	Monitor and Report	Monitor and Report

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

   1.  Approved Chemical Wage Rate.
   2.  Approved Test Methods.
   3.  Update PPC Plan.
   4.  No PCB Discharge.
   5.  Monitoring Frequency.

   EPA waiver is in effect.

   PA0020290, Sewage, SIC 4952, Quakertown Borough, 35 North Third Street, Quakertown, PA 18951-0727. This proposed facility is located in Richland Township, Bucks County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge 3.1 mgd of treated sewage into Tohickon Creek.

   The receiving stream, Tohickon Creek, is in the State Water Plan Watershed Three Mile--2D and is classified for: TSF. The nearest downstream public water supply intake for PA Water Company is located on the Delaware River and is 29 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 3.1 mgd.

	Average	Average	Instantaneous
Parameters	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	8	12	16
(11-1 to 4-30)	15	23	30
Suspended Solids	30	45	60
Ammonia (as N)
(5-1 to 10-31)	2.0		4.0
(11-1 to 4-30)	6.0		12.0
Phosphorus (as P)	0.5		1.0
Total Residual Chlorine	0.035		0.063
Fecal Coliform	200 colonies/100 ml as a Geometric Average		1,000 #/100 ml
Dissolved Oxygen	Minimum of 6.0 mg/l at all times
pH	Within limits of 6.0 to 9.0 Standard Units at all times.
Chlorobromomethane	Monitor and Report
Dichlorobromomethane	Monitor and Report
Phenols, Total	Monitor and Report
Whole Effluent Toxicity (TUc)    (Ceriodaphnia Dubia)	Monitor and Report
Whole Effluent Toxicity (TUc)    (Fathead Minnow)	Monitor and Report

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

   1.  The EPA waiver is not in effect.
   2.  Special Test Methods.
   3.  Implementation of Pretreatment Program Requirements.
   4.  Effective Disinfection.
   5.  Stormwater Requirements.

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

   Application No. PA0051900, Sewage, Robeson Township Municipal Authority, 2689 Main Street, Birdsboro, PA 19508. This facility is located in Robeson Township, Berks County.

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

   The receiving stream, Schuylkill River, is in Watershed 3-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Borough of Pottstown Water and Sewer Authority is located on the Schuylkill River, approximately 8 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.30 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
NH3-N	Monitor and Report
Total Residual Chlorine	0.5		1.6
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
Total PCBs	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 not in effect.

   Application No. PA0080705, Sewage, Fredericksburg Sewer and Water Authority, P. O. Box 161, Fredericksburg, PA 17026. This facility is located in Bethel Township, Lebanon County.

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

   The receiving stream, Deep Run, is in Watershed 7-D, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania Water Company is located on the Swatara Creek, approximately 28 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 0.15 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	1.5		3.0
(11-1 to 4-30)	4.5		9.0
Total Phosphorus	2.0		4.0
Total Residual Chlorine	0.18		0.58
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
Total Nitrogen	Report

TMDL Requirements

	Concentration (mg/l)	Mass (lbs)
	Monthly	Monthly	Annual
	Average
Total Suspended Solids	XXX	Report	Report
Total Phosphorus	XXX	Report	Report

   The proposed Final effluent limits for Outfall 001 for a design flow of 0.15 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	10	16	20
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	1.5		3.0
(11-1 to 4-30)	4.5		9.0
Total Phosphorus	1.0
Total Residual Chlorine	<0.1
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
Total Nitrogen	Report

TMDL Requirements

	Concentration (mg/l)	Mass (lbs)
	Monthly
Parameters	Average	Monthly	Annual
Total Suspended Solids	XXX	Report	13,698
Total Phosphorus	XXX	Report	456

   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. PA0088978, Sewage, West Pennsboro Township Municipal Authority, 2150 Newville Road, Carlisle, PA 17013. This facility is located in West Pennsboro Township, Cumberland County.

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

   The receiving stream, Conodoguinet Creek, is in Watershed 7-B, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is located on the Conodoguinet Creek, approximately 10.1 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.10 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
Total Phosphorus	1.0		2.0
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.

   Application No. PA0083879, Industrial Waste, SIC Code 4953, WSI-Sandy Run Landfill, Inc., 995 Landfill Road, Hopewell, PA 16650. This facility is located in Broad Top Township, Bedford County.

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

   The receiving stream, Sandy Run, is in Watershed 11-D, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Saxton Municipal Authority located on the Raystown Branch Juniata River, approximately 13.4 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 0.0125 mgd are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
CBOD5			32	135	170
Total Suspended Solids			27	88	110
NH3-N			4.9	10	12.5
pH		Range of 6.0 to 9.0 Standard Units
Phosphorus			2.0	4.0	5.0
-Terpineol			0.016	0.033	0.041
Benzoic Acid			0.071	0.12	0.15
p-Cresol			0.014	0.025	0.031
Phenol			0.015	0.026	0.032
Zinc			0.11	0.20	0.25

   The permit also includes:

   A.  Monitoring semiannually for Outfalls S001--S004, S006 and S008 which receives stormwater runoff.
   B.  Monitoring quarterly for Outfalls 002 and 003 for various parameters of concern.

   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. PA0084514, Sewage, Shade Gap Area Joint Municipal Authority, P. O. Box 185, Shade Gap, PA 17255. This facility is located in Dublin Township, Huntingdon County.

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

   The receiving stream, Shade Creek, is in Watershed 12-C, and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Newport Borough is located on the Juniata River, greater than 40 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.065 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
Total Residual Chlorine		0.5
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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   Northcentral Region: Watershed Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

   PA0229105, CAFO, SIC 0213 and 0251, Garreau Farm, 318 Black Run Road, Lewisburg, PA 17837. This existing facility is located in Buffalo Township, Union County.

   Description of Proposed Activity: Garreau Farm is an existing finishing hog and broiler chicken farm, totaling 479.5 Animal Equivalent Units.

   The water body nearest the finishing hog and broiler chicken farm is Black Run in the Buffalo Creek Watershed (SWP-10C) with a designated use of HQ-CWF.

   Except for the chronic or catastrophic rainfall events defined as over 25 year/24 hour rain storms, the CAFO permit is a nondischarge NPDES permit. Where applicable compliance with 40 CFR Federal effluent limitation guidelines is required. The permit requires no other numeric effluent limitations. Compliance with the Pennsylvania Nutrient Management Act and The Clean Streams Law constitutes compliance with state narrative water quality standards.

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

   1.  Compliance with the Farm's Nutrient Management Plan.
   2.  Compliance with the Farm's Preparedness, Prevention and Contingency Plan.
   3.  Compliance with the Farm's Erosion and Sedimentation Control Plan for plowing and tilling.
   4.  Erosion and Sedimentation Control Plan requirements for stormwater during construction activities.
   5.  Animal mortality handling and disposing requirements.
   6.  Certification requirements for manure storage facilities.
   7.  Requirements for storage of feed and other raw materials.
   8.  Best Management Practices requirements.

   The EPA waiver will not be in effect.

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

   PA0036595, Sewage, Basalt Trap Rock, LLC, 112 Academy Lane, Waynesburg, PA 15370. This application is for renewal of an NPDES permit to discharge treated sewage from Right Way Academy STP in Morgan Township, Greene County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of South Fork Tenmile 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 Tri-County Joint Municipal Authority on the Monongahela River.

   Outfall 001: existing discharge, design flow of 0.062 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10			20
Suspended Solids	10			20
Ammonia Nitrogen
(5-1 to 10-31)	3.0			6.0
(11-1 to 4-30)	9.0			18.0
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 5.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: The following effluent limitations will apply if/when the treatment plant is expanded to a flow of 0.15 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10	15		20
Suspended Solids	10	15		20
Ammonia Nitrogen
(5-1 to 10-31)	3.0	4.5		6.0
(11-1 to 4-30)	9.0	13.5		18.0
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
Dissolved Oxygen	not less than 5.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0219282, Sewage, Oak Grove Church of Christ, 169 Ashwood Drive, Industry, PA 15052-1929. This application is for renewal of an NPDES permit to discharge treated sewage from Oak Grove Church STP in Ohioville Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of South Branch Brady Run, 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 Nova Chemicals Beaver Valley Plant.

   Outfall 001: existing discharge, design flow of 0.0019 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)	5.5			11.0
(11-1 to 4-30)	16.5			33.0
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	1.2			2.9
Dissolved Oxygen	not less than 4.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

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

   PA0240150, Sewage. Norwich Township, 3853 West Valley Road, Smethport, PA 16749. This proposed facility is located in Norwich Township, McKean County.

   Description of Proposed Activity: A new discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the PA American Water Company located on the Allegheny River and is approximately 28 miles below point of discharge.

   The receiving stream, Potato Creek, is in Watershed 16-C and classified for: TSF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 mgd.

	Concentrations
	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow (mgd)	XX
CBOD5	25	40	50
Total Suspended Solids	30	45	60
Total Residual Chlorine	0.5		1.2
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
pH	6.0 to 9.0 Standard Units at all times

   XX--Monitor and report on monthly DMRs.

   The EPA waiver is in effect.

   PA0240095, Sewage. Mahoning Township, US Route 224, Box 99, Hillsville, PA 16132-0999. This proposed facility is located in Mahoning Township, Lawrence County.

   Description of Proposed Activity: New discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Beaver Falls Municipal Authority intake on the Beaver River, located at Eastvale, approximately 21 miles below point of discharge.

   The receiving stream, the Mahoning River, is in Watershed 20-B and classified for: WWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.36 mgd.

	Loadings		Concentrations
	Average	Average	Average	Average	Instantaneous
Parameters	Monthly (lb/day)	Weekly (lb/day)	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow (mgd)	XX	XX
CBOD5	75	120	25	40	50
Total Suspended Solids	90	135	30	45	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		1.6
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. 5408402, Sewerage, Omega Homes, 1150 South Cedar Crest Boulevard, Allentown, PA 18337. This proposed facility is located in West Penn Township, Schuylkill County.

   Description of Proposed Action/Activity: This project is for the construction of a new 90,000 gpd package extended aeration wastewater treatment facility to serve 280 residential homes in the Villas Crossing community.

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

   WQM Permit No. 1707404-A1, Sewerage, SIC 4952, Bradford Township, 2289 Barrett Road, Suite B, Woodland, PA 16881. This proposed facility is located in Bradford Township, Clearfield County.

   Description of Proposed Action/Activity: The applicant proposes to amend Water Quality Management permit 1707401 with the addition of a small flow treatment facility (SFTF) at the residence of Shirley Guelich. The SFTF will follow standard design 2A from Water Quality Management permit 1707404. This design meets the requirements of the Department of Environmental Protection's Small Flow Treatment Facilities Manual.

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

   WQM Permit No. 6390201-A4, Industrial Waste, PA Transformer Technology, Inc., 30 Curry Avenue, Canonsburg, PA 15317-0440. This existing facility is located in Canonsburg Borough/Cecil Township, Washington County.

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

   WQM Permit No. 6570401-A3, Industrial Waste, Alcoa Technical Center, 100 Technical Drive, Alcoa Center, PA. This existing facility is located in Upper Burrell Township, Westmoreland County.

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

   WQM Permit No. 1169401-A4, Sewerage, Johnstown Redevelopment Authority, 4th Floor, Public Safety Building, 401 Washington Street, Johnstown, PA 15901. This existing facility is located in West Taylor Township, Cambria County.

   Description of Proposed Action/Activity: Application for permit amendment for installation of 32 fixed film modules in pure oxygen reactors with two 10 hp blowers.

   WQM Permit No. 0285431-A1, Sewerage, The Municipal Authority of the Township of Robinson, P. O. Box 15539, Pittsburgh, PA 15244-0539. This existing facility is located in Robinson Township, Allegheny County.

   Description of Proposed Action/Activity: Application for permit amendment for constructing equalization facilities at Covi Douglas STP.

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

   WQM Permit No. 3708402, Sewerage, Mahoning Township, 4538 West State Street, Hillsville, PA 16132. This proposed facility is located in Mahoning Township, Lawrence County.

   Description of Proposed Action/Activity: The proposed new sewerage system will service approximately 600 existing residential homes and businesses, and future horse racetrack and casino. The new sewage treatment plant will have a design capacity of 360,000 gpd. The treatment plant is being designed/situated to allow for possible future expansion with additional treatment capacity.

   WQM Permit No. 3708401, Sewerage, Mahoning Township, 4538 West State Street, Hillsville, PA 16132. This proposed facility is located in Mahoning Township, Lawrence County.

   Description of Proposed Action/Activity: The new treatment plant will serve portions of Mahoning Township and the proposed Valley View Downs and Casino. Flows from the Mahoning Township service areas will be conveyed to a new centralized wastewater treatment plant. The new treatment plant will be constructed just west of Route 224 and southeast of the Mahoning River. The new treatment plant will discharge to the Mahoning River, approximately 3,300 feet upstream of the existing bridge of Route 224.

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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
PAI010908002	Turnpike Commission 700 South Eisenhower Boulevard Middletown, PA 17057-5529	Bucks	Bensalem, Bristol and Middletown Townships	UNTs to Neshaminy, Mill and Black Ditch Creeks and Delaware River WWF, MF
PAI010908003	Bucks County Airport Authority 3879 Old Easton Road Doylestown, PA 18901	Bucks	Milford Township	Unami Creek HQ
PAI010908006	Josh Duke 1929 Route 212 Quakertown, PA 18951	Bucks	Springfield Township	Cooks Creek EV
PAI011508023	West Vincent Associates, LTD 707 Eagleview Boulevard Exton, PA 19341	Chester	West Vincent Township	Black Horse Creek HQ Birch Run EV
PAI011508024	Villa Building Company, Inc. 3720 Ship View Lane Collegeville, PA 19426	Chester	South Coventry Township	Pigeon Creek HQ-TSF
PAI011508025	Oxford Commons, LP 120 West Germantown Pike Plymouth Meeting, PA 19462	Chester	Lower Oxford Township	Leech Run TSF, MF Little Elk Creek HQ-TSF-MF
PAI011508026	Big Elk Associates, LP P. O. Box 374 West Grove, PA 19390	Chester	Penn Township	Big Elk Creek HQ-TSF-MF

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

   Wayne County Conservation District: 648 Park Street, Honesdale, PA 18431, (570) 253-0930.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI0264040021	Duck Harbor Co. R. R. 1 Box 214C Equinunk, PA 18417	Wayne	Lebanon and Damascus Townships	Little Equinunk 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
PAI033608004	New Holland Borough Authority 436 East Main Street New Holland, PA 17557	Lancaster	Salisbury Township	UNT to Pequea Creek HQ-CWF
PAI032108008	Roadway Express, Inc. Frank Hammer 1077 Gorge Boulevard Akron, OH 44310	Cumberland	Middlesex Township	UNT to LeTort Spring Run CWF

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

   Centre County Conservation District: 414 Holmes Avenue, Suite 4, Bellefonte, PA 16823, (814) 355-6817.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI041408006	Irvin Weaver, Jr. Weaver's Store 1352 Hilltop Road Narvon, PA 17555	Centre	Penn Township	Elk Creek 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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CAFO Notices of Intent Received

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

   PAG124832, CAFO, SIC 0259, Curvin Martin, HCR 68, Box 74, Dalmatia, PA 17017. This existing facility is located in Lower Mahanoy Township, Northumberland County.

   Description of Size and Scope of Proposed Operation/Activity: The applicant proposes the issuance of a CAFO General Permit for his duck farm, a newly regulated facility according to the revised CAFO regulations. The facility is comprised of two barns with an external manure storage impoundment. Total manure storage is 890,586 gallons. Animals onsite include 37,224 ducks, for a total of 62 animal equivalent units.

   The receiving stream, a UNT to Mahantango Creek, is in Watershed 6C (Mahantango Creek) and is classified for WWF.

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

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