NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[40 Pa.B. 1780]
[Saturday, April 3, 2010]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

 Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

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

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I. NPDES Renewal Applications

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0025381 (Sew)	Saxton Borough Municipal Authority 1002 Branch Street Saxton, PA 16678-8739	Bedford County Saxton Borough Liberty Township	Raystown Branch Juniata River 11-D	Y
PA0080586 (Sew)	Rodney L. Weaver Morton Buildings, Inc. 3370 York Road Gettysburg, PA 17325	Adams County Straban Township	UNT Swift Run 7-F	Y
PA0086312 (Sew)	James Dorwart Quaker Station Apartments 1375 Old Quaker Road Etters, PA 17319	York County Fairview Township	UNT Bennett Run 7-F	Y
PA0023264 (Sew)	Twin Boroughs Sanitary Authority P. O. Box 118 Mifflin, PA 17058	Juniata County Milford Township	Juniata River 12-A	Y
PA0086185 (Sew)	Washington Township Authority 185 Manors Road Elizabethville, PA 17023	Dauphin County Washington Township	Wiconisco Creek 6-C	Y
PA0032093 (Sew)	Department of Conservation and Natural Resources—Bureau of State Parks 132 State Park Schellsburg, PA 15559-7300	Bedford County Napier Township	Shawnee Branch 11-C	Y
PAS223502 (Stormwater)	Frey Brothers Manufacturing, Inc. 372 Puseyville Road Quarryville, PA 17566	Lancaster County East Drumore and Little Britain Townships	UNT West Branch Octoraro Creek 7-K	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 ?
PA0228273 (SM)	Numidia WWTP 32 Country Acres Lane Catawissa, PA 17820-8632	Locust Township Columbia County	Unnamed Tributary to Roaring Creek 5E	Y
PA0010651	GKN Sinter Metals P. O. Box 493 Emporium, PA 15834	Cameron County Shippen Township	Sinnemahoning Portage Creek 8A	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0045039	Department of Conservation and Natural Resources Oil Creek State Park 305 State Park Road Oil City, PA 16301-9733	Cornplanter Township Venango County	Oil Creek 16-E	Y
PA0210056	Mary Russ, d/b/a Amsterdam Estates MHP 39 Amsterdam Road Grove City, PA 16127	Liberty Township Mercer County	Unnamed tributary to Black Run 20-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.

 PA0058858, Sewage, SIC 4952, Upper Makefield Township, 1076 Eagle Road, Newtown, PA 18940. This proposed facility is located in Upper Makefield Township, Bucks County.

 Description of Proposed Activity: Renewal of an NPDES permit to discharge 20,225 gpd of treated sewage into an UNT to Jericho Creek.

 The receiving stream, an UNT to Jericho Creek, is in the State Water Plan watershed 2E and is classified for: warm water fishery. The nearest downstream public water supply intake for PA American Water Company is located on the Delaware River and is 7.0 miles below the point of discharge.

 The proposed effluent limits for Outfall 001 are based on a design flow of 20,225 gpd.

	Average	Average	Maximum	Instantaneous
Parameters	Monthly (mg/l)	Weekly (mg/l)	Daily	Maximum (mg/l)
CBOD5	10		15	20
Total Suspended Solids	10		20	25
NH3-N
(05-01 to 10-31)	1.5			3.0
(11-01 to 04-30)	3.0			6.0
Phosphorus as P	1.0			2.0
NO2-N and NO3-N	10.0			20.0
Dissolved Oxygen	Minimum of 6.0.mg/l at all times
pH	Within limits of 6 to 9 STD at all times
Fecal Coliform	#200/100 ml			#1,000/100 ml
Total Dissolved Solids	1,000			2,000

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

 1. Responsible Operator.

 2. Abandon STP.

 3. Remedial Measured.

 4. No Stormwater.

 5. Necessary Property Rights.

 6. Small Stream Discharge.

 7. Change of Ownership.

 8. Sewage Study Disposal.

 9. I-Max Limits.

 10. DMR with No Discharge.

 11. 2/Month Monitoring.

 12. UV Disinfection System.

 13. Lab. Certification.

 14. Discharge to Special Protection Waters.

 15. I-Max Reporting for Fecal Coliform.

 PA0058882, Industrial Waste, SIC 3272, Trans-Fleet Concrete, Inc., 101 First Avenue, P. O. Box 26483, Collegeville, PA 19335. This facility is located in West Whiteland Township, Chester County.

 Description of Proposed Activity: This application requests approval of a renewal NPDES permit to discharge stormwater runoff from the site of a ready mix concrete batch plant located at 606 Jeffers Circle in Exton, PA.

 The receiving stream, an unnamed tributary to Valley Creek, is in the State Water Plan watershed 3H and is classified for: CWF, MF, aquatic life, water supply and recreation.

 The proposed effluent limits for Outfall 001 are as follows:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Average	Maximum	Instantaneous Maximum
Parameters	Monthly	Daily	Annual	Semiannual	Daily	(mg/l)
Total Suspended Solids			50	M/R	100	100
pH (STD)			6.0 (Minimum)		9.0 (Maximum)
Oil and Grease			M/R	M/R	M/R
pH (Upstream)			M/R	M/R	M/R
pH (Downstream)			M/R	M/R	M/R

 M/R = Monitor/Report

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

 1. DMR to DEP.

 2. BAT/ELG Reopener.

 3. Change of Name or Ownership.

 4. Stormwater Outfall Requirements.

 5. In-stream pH Monitoring.

 6. Laboratory Certification.

 PA0244007, Sewage, Edward and Jane Bacon, 1900 Fairview Road, Glenmore, PA 19343. This existing facility is located in East Nantmeal Township, Chester County.

 Description of Proposed Activity: This application is for renewal of an NPDES permit for the existing discharge of treated sewage from a single residence sewage treatment plant.

 The receiving stream, an unnamed tributary to Beaver Run, is in the State Water Plan watershed 3D and is designated: HQ-TSF, MF.

 The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameters	Monthly	Daily	Monthly	Daily	Maximum (mg/l)
BOD5			10		20
Total Suspended Solids			20		40
Fecal Coliform		200/100 ml Geometric Mean
Total Residual Chlorine			0.5		1.2
pH	Within limits of 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. AMR Submittal to DEP.

 2. Abandon STP when Municipal Sewers Available.

 3. Remedial Measures if Unsatisfactory Effluent.

 4. No Stormwater.

 5. Acquire Necessary Property Rights.

 6. Change of Ownership.

 7. Proper Sludge Disposal.

 8. Total Residual Chlorine Requirement.

 9. Fecal Coliform I-Max Reporting.

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

 PA 0261394, Sewage, SIC Code 6514, Randy S. Macko, 3315A Back Road, Halifax, PA 17032. Facility Name: Macko Res. This proposed facility is located in Jefferson Township, Dauphin County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Sewage.

 The receiving stream, South Fork Powell Creek, is located in State Water Plan Watershed 6-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD:

	Mass (lb/day)			Concentration (mg/l)
	Average	Daily		Average	Daily	Instantaneous
Parameters	Monthly	Maximum	Minimum	Monthly	Maximum	Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine	XXX	XXX	XXX	Report	XXX	XXX
CBOD5	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geometric Mean	XXX	XXX
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geometric Mean	XXX	XXX

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

 The EPA waiver is in effect.

 Application No. PA 0021849, Sewage, Millerstown Borough, 44 North High Street, P. O. Box E, Millerstown, PA 17062. This facility is located in Greenwood Township, Perry County.

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

 The receiving stream, Juniata River, is in Watershed 12-B, and classified for warm water fishery, water supply, recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on the Susquehanna River, approximately 23 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 0.10 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
NH3-N	Report
Total Residual Chlorine	1.5		2.5
Total Phosphorus	Report
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 0.12 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	Report
Total Residual Chlorine	1.5		2.5
Total Phosphorus	Report
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

Chesapeake Bay Requirements

	Concentration (mg/L)	Mass (lbs)
	Monthly	Monthly	Annual
	Average
Ammonia-N	Report	Report	Report
Kjeldahl-N	Report	Report	XXX
Nitrate-Nitrite as N	Report	Report	XXX
Total Nitrogen	Report	Report	Report
Total Phosphorus	Report	Report	Report
Net Total Nitrogen	XXX	Report	6,697*
Net Total Phosphorus	XXX	Report	974*

 * The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department of Environmental Protection's (Department) Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in Supplemental Discharge Monitoring Reports submitted to the Department.

 You may make an appointment to review the Department'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 0014672, Industrial Waste, SIC Code 3691/3341, Exide Technologies (Reading Smelter), Spring Valley Road and Nolan Street, Reading, PA 19605. This facility is located in Muhlenberg Township, Berks County.

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

 The receiving stream, Schuylkill River (101 and 201)/Bernhart Creek (202), is in Watershed 3-C, and classified for warm water fishery, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Borough of Pottstown Water and Sewer located on the Schuylkill River, approximately 23 miles downstream. The discharge is not expected to affect the water supply.

 The proposed effluent limits for Outfall 101 based on a design flow of 0.25 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Averge	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Dissolved Oxygen	Minimum of 5.0 at all times
pH	From 6.0 to 9.0 inclusive
Total Residual Chlorine			0.5	1
Total Suspended Solids	63	125	30	60	75
Total Dissolved Solids	11,209	20,000	6,000	7,500	7,500
Total Copper	1.398	2.881	0.671	1.382	1.678
Total Lead	0.3	0.645	0.144	0.309	0.36
Total Iron	0.231	0.42	0.111	0.201	0.277
Total Antimony	1.834	4.114	0.88	1.973	2.2
Total Arsenic	1.067	2.601	0.512	1.248	1.28
Total Zinc	0.893	2.165	0.428	1.038	1.07
Oil and Grease	31	62	15	30	30
NH3-N	12	24	5	10	12
CBOD5	52	83	25	40	50

 The proposed effluent limits for Outfall 201 based on a design flow of 0.40 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
pH	From 6.0 to 9.0 inclusive
Total Suspended Solids			30	60	75
Total Dissolved Solids			6,000	7,500	7,500
Total Copper			0.71	1.42	2.0
Total Lead			2.0	4.0	5.0
Total Antimony			3.87	7.74	10
Total Zinc			5.68	11.36	14
Oil and Grease			15	30	30

 The proposed effluent limits for Outfall 002 for a design flow of 0.40 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
pH	From 6.0 to 9.0 inclusive
Total Suspended Solids			Report
Total Dissolved Solids			Report
Total Copper			Report
Total Lead			Report
Total Antimony			Report
Total Zinc			Report
Oil and Grease			Report

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

 The EPA waiver is not in effect.

 Application No. PA 0008010, Industrial Waste, SIC Code 2015, Hain Pure Corporation, 220 North Center Street, 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 industrial waste.

 The receiving stream, Beach Run, is in Watershed 7-D, and classified for warm water fishery, water supply, recreation and fish consumption. The nearest downstream public water supply intake is the Philadelphia Water Company located on the Swatara Creek, approximately 29 miles downstream. The discharge is not expected to affect the water supply.

 The proposed interim effluent limits for Outfall 001 based on a design flow of 0.15 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
CBOD5	Report	Report	20	40	50
Total Suspended Solids	Report	Report	25	50	75
Ammonia Nitrogen as N
(5/1 to 10/31)	3.1	6.2	2.5	5	6.25
(11/1 to 4/30)	9.3	18.7	7.5	15	18.75
Total Residual Chlorine			0.1		0.33
Total Phosphorus	2.5	5	2	4	5
Oil and Grease	Report	Report	Report	Report
Dissolved Oxygen	Minimum of 5.0 at all times.
pH	Within the range of 6 to 9 standard units at all time.
Fecal Coliform
(5/1 to 9/30)	200/100 ml as a Geometric Average Value.
(10/1 to 4/30)	400/100 ml as Geometric Average.

Chesapeake Bay/Elizabeth Run TMDL Requirements

	Concentration (mg/l)	Mass (lbs)
Parameters	Monthly	Monthly	Annual
Total Suspended Solids		Report	Report
Total Phosphorus		Report	Report
TKN		Report	Report
NO2+NO3-N		Report	Report
Total Nitrogen		Report	Report
NH3-N		Report	Report
CBOD5	5
D.O.	7

 The proposed final effluent limits for Outfall 001 based on a design flow of 0.15 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
CBOD5	6.2	12.5	5	10	12.5
Total Suspended Solids	12.5	25	10	20	25
Ammonia Nitrogen as N
(5/1 to 10/31)	3.1	6.2	2.5	5	6.25
(11/1 to 4/30)	5	10	4.0	8	10
Total Residual Chlorine			0.1		0.33
Total Phosphorus	0.63	1.25	0.5	1.0	1.25
Oil and Grease	10	17.5	8	14	20
Dissolved Oxygen	Minimum of 7.0 at all times.
pH	Within the range of 6 to 9 standard units at all time.
Fecal Coliform
(5/1 to 9/30)	200/100 ml as a Geometric Average Value.
(10/1 to 4/30)	400/100 ml as Geometric Average.

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

 The EPA waiver is not in effect.

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 Northcentral Regional Office: Regional Water Management Program Manager, 208 West Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570-327-0532.

 PA0110965, Sewage, SIC Code 4952, Mid Centre County Authority, P. O. Box 811, Milesburg, PA 16853-0811. Facility Name: Mid Centre County Authority Sewer System STP. This existing facility is located in Boggs Township, Centre County.

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

 The receiving stream(s), Unnamed Tributary to Bald Eagle Creek, is located in State Water Plan watershed 9-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.0 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Weekly		Average	Weekly	Instantaneous
Parameters	Monthly	Average	Minimum	Monthly	Average	Maximum
Flow (MGD)	Report	Report Daily Maximum
pH (S.U.)			6.0			9.0
CBOD5
May 1 - Oct 31	83	125		10	15	20
Nov 1 - Apr 30	167	250		20	30	40
Total Suspended Solids
May 1 - Oct 31	83	125		10	15	20
Nov 1 - Apr 30	167	250		20	30	40
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30			200 Geometric Mean
Oct 1 - Apr 30			2,000 Geometric Mean
UV Intensity (%)			Report
Ammonia-Nitrogen
May 1 - Oct 31	25	38		3.0	4.5	6.0
Nov 1 - Apr 30	75	113		9.0	14	18
Dissolved Phosphorus	8.3	13		1.0	1.5	2.0
Total Phosphorus				Report

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

	Mass (lb/day)		Concentration (mg/l)
				Monthly
Parameters	Monthly	Annual	Minimum	Average	Maximum
Ammonia-N	Report	Report		Report
Kjeldahl-N	Report			Report
Nitrate-Nitrite as N	Report			Report
Total Nitrogen	Report	Report		Report
Total Phosphorus	Report	Report		Report
Net Total Nitrogen		18,265*
Net Total Phosphorus		2,435*

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department of Environmental Protection's (Department) Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 * The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2011. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2011. This facility is required to monitor and report for Total Nitrogen and Total Phosphorus from the effective date of the permit until September 30, 2011.

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

 • Compliance schedule for PART A I;

 • Chesapeake Bay Nutrient Requirements

 • Requires management and reporting of biosolids within the treatment process.

 • Requirements Applicable To Stormwater

 • Requires chronic whole effluent toxicity tests be submitted with the next renewal application

 You may make an appointment to review the Department's files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA waiver is not in effect.

 PA0229121, CAFO, SIC 0259, Cotner Farms Inc., 127 Rushtown Road, Danville, PA 17821. This proposed facility is located in Rush Township, Northumberland County.

 Description of Proposed Activity: Poultry operation with layer chickens.

 The receiving streams, Logan and Wilson Runs, are in the State Water Plan Catawissa—Roaring Creek Watershed 5E and is classified for: Cold Water Fishery.

 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 individual permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required.

 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. Requirements for storage of feed and other raw materials.

 7. Best Management Practices requirements.

 8. Egg Wash Water Disposal System self inspection and reporting requirements.

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

 PA0218545, Sewage, Quecreek Mining, Inc., 1576 Stoystown Road, Friedens, PA 15541. This application is for renewal of an NPDES permit to discharge treated sewage from Quecreek No. 1 Mine Portal STP in Lincoln Township, Somerset County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Quemahoning Creek, which are classified as a cold water fishery 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 Quemahoning Reservoir.

 Outfall 001: existing discharge, design flow of 0.0035 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25			50
Suspended Solids	30			60
Fecal Coliform
May 1 to Sep 30	200/100 ml as a Geometric Mean
Oct 1 to Apr 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.

 PA0252760, Sewage, Pine Township Supervisors, 400 Clay Avenue, P. O. Box 311, Templeton, PA 16259. This application is for renewal of an NPDES permit to discharge treated sewage from Templeton Sewage Treatment Plant in Pine Township, Armstrong County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny River, which are classified as a warm water fishery 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 Kittanning Suburban Joint Water Authority.

 Outfall 001: existing discharge, design flow of 0.06 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25			50
Suspended Solids	30			60
Fecal Coliform
May 1 to Sep 30	200/100 ml as a Geometric Mean
Oct 1 to Apr 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.

 PA0033871, Sewage, Frank T. Perano, GSP Management Company, P. O. Box 677, Morgantown, PA 19543. This application is for renewal of an NPDES permit to discharge treated sewage from Northview Estates MHP STP in White Township, Indiana County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of McKee Run, which are classified as a cold water fishery 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 Ernst Borough Water System.

 Outfall 001: existing discharge, design flow of 0.0575 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25			50
Suspended Solids	30			60
Ammonia Nitrogen
May 1 to Oct 31	2.5			5.0
Nov 1 to Apr 30	4.0			8.0
Fecal Coliform
May 1 to Sep 30	200/100 ml as a Geometric Mean
Oct 1 to Apr 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

 The EPA waiver is in effect.

 PA0094676, Sewage, Twin Lakes Center, Inc., 224 Twin Lake Road, Somerset, PA 15501. This application is for renewal of an NPDES permit to discharge treated sewage from Twin Lakes Center STP in Somerset Township, Somerset County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as East Branch Coxes Creek, which are classified as a warm water fishery 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 Ohiopyle Municipal Water Works.

 Outfall 001: existing discharge, design flow of 0.0059 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25			50
Suspended Solids	30			60
Ammonia Nitrogen
May 1 to Oct 31	6.0			12.0
Nov 1 to Apr 30	18.0			36.0
Fecal Coliform
May 1 to Sep 30	200/100 ml as a Geometric Mean
Oct 1 to Apr 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.

 PA0254258, Sewage, Robert and Lisa Hohman, 340 Pointview Road, Pittsburgh, PA 15227. This application is for issuance of an NPDES permit to discharge treated sewage from Hohman Small Flow STP in Franklin Park Borough, Allegheny County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary East Branch Big Sewickley Creek, which are classified as a trout stock fishery 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 Ambridge Water Authority.

 Outfall 001: new discharge, design flow of 0.0005 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10			20
Suspended Solids	10			20
Ammonia Nitrogen
May 1 to Oct 31	3.0			6.0
Nov 1 to Apr 30	9.0			18.0
Fecal Coliform
May 1 to Sep 30	200/100 ml as a Geometric Mean
Oct 1 to Apr 30	2,000/100 ml as a Geometric Mean
Dissolved Oxygen	not less than 3.0 mg/l
pH	not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect.

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