NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[39 Pa.B. 1311]
[Saturday, March 14, 2009]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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I. NPDES Renewal Applications

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N ?
PA0082708 (Sew)	Calamus Estates, LLP c/o Ronald K. Kiser 652 Georgetown Road Ronks, PA 17572	Lancaster Paradise Township	Calamus Run 7-K	Y
PA0087971 (IW)	Bedford Borough Water Authority 244 West Penn Street Bedford, PA 15522	Bedford Bedford Township	11-D	Y
PA0084611 (Sew)	CMV Sewage Company, Inc. 200 Bailey Drive Suite 202 Stewartstown, PA 17363	York North Codorus Township	UNT Codorus Creek 7-H	Y
PA0083267 (IW-Transfer)	BlueScope Buildings North America 400 North Weaber Street Annville, PA 17003-1103	Lebanon Annville Township	Quittaphilla Creek 7-D	Y
PA0247464 (Sew)	East Hanover Township 8848 Jonestown Road P. O. Box 4323 Grantville, PA 17028-8650	East Hanover Township Dauphin County	Bow Creek 7-D	Y
PA0028088 (Sew)	Brown Township Municipal Authority 7748 State Road 655 Reedsville, PA 17084-9148	Brown Township Mifflin County	Kishacoquillas Creek 12-A	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 ?
PA0222780	Scott W. Zimmerman SFTF 4822 Glen Hazel Road Wilcox, PA 15870	Jones Township Elk County	UNT to the East Branch Clarion River 17-A	Y
PA0239178	David J. Mays 13 Church Street Westline, PA 16740	LaFayette Township McKean County	UNT to Kinzua Creek 16-B	Y
PA0104043	James E. Barrows d/b/a Grandview Acres MHP 3104 Hadley Road Hadley, PA 16130-9723	Perry Township Mercer County	UNT to Little Shenango River 20-A	Y
PA0101176	Harvey J. Wolfe 1547 Rosely Road St. Marys, PA 15857	City of St. Marys Elk County	UNT to the South Fork of West Creek 8-A	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.

   PA0035297, Industrial Waste, SIC 4226, Sunoco Partners Marketing and Terminals, LP, 4041 Market Street, Aston, PA 19014. This proposed facility is located in Upper Chichester Township, Delaware County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge treated stormwater from the Twin Oaks Petroleum Marketing Terminal.

   The receiving stream, a UNT to Baldwin Run, is in the State Water Plan Watershed 3G and is classified for: WWF, aquatic life, water supply and recreation. There is no downstream public water supply intake below the point of discharge.

   The proposed effluent limits for Outfalls 001 and 002 are based on an average stormwater flow:

	Concentration (mg/l)
	Average	Instantaneous
Parameters	Monthly	Maximum (mg/l)
Oil and Grease	15	30
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.  Remedial Measures if Necessary.

   2.  BAT/ELG Reopener.

   3.  Change of Ownership.

   4.  Product Contaminated Stormwater Runoff.

   5.  PPC Plan.

   6.  Other Wastewater Discharges.

   7.  Definitions.

   8.  Proper Sludge Disposal.

   9.  TMDL/WLA Analysis.

   10.  Hydrostatic Test Water Discharge.

   11.  Laboratory Certification.

   PA0052094, Sewage, Montgomery Sewer Company, Inc., P. O. Box 851, Montgomeryville, PA 18936. This existing facility is located in Montgomery Township, Montgomery County.

   Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage effluent from a wastewater treatment facility.

   The receiving stream, Little Neshaminy Creek, is in the State Water Plan Watershed 2F and is classified for: WWF, MF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Aqua PA Southeast Division is located on Neshaminy Creek and is 24.7 miles below the point of discharge.

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

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	12.5		10		20
(11-1 to 4-30)	25.0		20		40
Total Suspended Solids	37.5		30		60
NH3-N
(5-1 to 10-31)	2.5		2.0		4.0
(11-1 to 4-30)	7.5		6.0		12.0
Nitrite and Nitrate as N
(7-1 to 10-31)	11.0		9.0		18.0
Phosphorus as P
(4-1 to 10-31)	1.0		0.8		1.6
Fecal Coliform
(# col/100 ml)			200		1,000
Total Residual Chlorine			0.2		0.6
Dissolved Oxygen			5.0 Instantaneous Minimum
pH (Standard Units)			6.0 Instantaneous Minimum		9.0
Phosphorus as P
(11-1 to 3-31)
(Issuance--Year 2)	Report		Report		Report
(Year 3--Expiration)	2.0		1.6		3.2

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

   1.  Notification of Designation of Responsible Operator.

   2.  Abandon STP when Public Sewers Become Available.

   3.  Remedial Measures if Public Nuisance.

   4.  No Stormwater to Sewers.

   5.  Necessary Property Rights.

   6.  Small Stream Discharge.

   7.  Change in Ownership.

   8.  Chlorine Minimization.

   9.  Proper Sludge Disposal.

   10.  Instantaneous Maximum Limits.

   11.  Operator Training.

   12.  Laboratory Certification.

   13.  Fecal Coliform Reporting.

   14.  Operations and Maintenance Plan.

   PA0026531 A1, Sewage, Downingtown Area Regional Authority, 6 West Lancaster Avenue, Downingtown, PA 19335. This existing facility is located in East Caln Township, Chester County.

   Description of Proposed Activity: This application is for amendment of the NPDES permit for the Downingtown Regional Water Pollution Control Center sewage treatment plant Outfall 001, to reflect a reallocation of loadings from Sonoco Products Company for CBOD₅, Ammonia as N, Total Phosphorus and Total Nitrogen from the Christina River Basin low-flow TMDL.

   The receiving stream, East Branch Brandywine Creek, is in the State Water Plan Watershed 3H and is designated in the area of the discharge for: WWF and MF and Statewide water uses.

   The proposed effluent limits for Outfall 001 are based on a design flow of 7.5 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Monthly	Weekly	Monthly	Weekly	Instantaneous
Parameters	Average	Average	Average	Average	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	654	981	10.5	15.8	21.0
(11-1 to 4-30)	1,308	1,962	21.0	31.5	42.0
Total Suspended Solids	1,877	2,815	30	45	60
Ammonia as N
(5-1 to 10-31)	132		2.0		4.0
(11-1 to 4-30)	396		6.0		12.0
Phosphorus as P	125		2.0		4.0
Fecal Coliform			200/100 ml (Geometric Mean)		1,000/100 ml
Dissolved Oxygen			6.0 (Minimum)
pH (Standard Units)			6.0 (Minimum)		9.0
Total Residual Chlorine			0.05		1.6
Nitrogen, Total	Monitor and Report		Monitor and Report

   The permit amendment does not affect stormwater Outfall 002.

   In addition to the effluent limits, the existing 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.  Total Residual Chlorine Requirement.

   7.  Sludge Disposal Requirement.

   8.  TMDL/WLA Analysis.

   9.  Chronic WET Testing.

   10.  Chronic WET Monitoring.

   11.  Certified Operator.

   12.  Imax Requirements.

   13.  Requirements Applicable to Stormwater Outfalls.

   14.  Pretreatment Program.

   15.  Operations and Maintenance Plan.

   16.  Laboratory Certification.

   PA0027103, Amendment 1, SEW, SIC 4952, DELCORA, 100 East Fifth Street, P. O. Box 999, Chester, PA 19016-0999. This proposed facility is located in the City of Chester, Delaware County.

   Description of Proposed Activity: This application is for an amendment of an NPDES permit to discharge 44 million gpd of treated sewage to the Delaware River, Zone 4. This is an existing discharge to the Delaware River.

   The amendment includes a newly discovered CSO outfall, Polychlorinated Biphenyl (PCB) monitoring and Pollution Minimization Plan requirements per Delaware River Basin Commission.

   Monitoring of Outfall 001 for PCBs, twice a year during wet weather and twice a year during dry weather are included in the amendment.

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

   PA-0060071-A1, Industrial, Sanofi Pasteur, Discovery Drive, Swiftwater, PA 18370-0187. This proposed facility is located in Pocono Township, Monroe County.

   Description of Proposed Activity: Renewal of NPDES Application for increased discharge up to 0.550 mgd.

   The receiving stream, Swiftwater Creek, is in the State Water Plan Watershed 1E and is classified for: HQ-CWF. The nearest downstream public water supply intake for East Stroudsburg is located on the Delaware River below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of .55 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
BOD5	203.7	489	44.0	106.6
NH3-N
(5-1 to 10-31)	11.2	22.5	2.4	4.9
(11-1 to 4-30)	33.7	67.4	7.3	14.7
Phosphorus	6.05		1.32		2.64
Total Suspended Solids	104	208	22.0	45
Total Dissolved Solids	2,927	4,273	1,200	1,752
COD	472	926	103	202
pH	6.0 to 9.0 at all times
Nitrites/Nitrates			Monitor and Report
Dissolved Oxygen	Minimum to 6.0 at all times
Fecal
(5-1 to 9-30)			200/100 ml as Geometric Average
(10-1 to 4-30)			338/100 ml as Geometric Average
Cyanide	20.4	72.7	4.45	15.86
Acetone	0.43	1.08	0.094	0.235
Acetonitrile	22.0	54.0	4.8	11.8
n-Amyl acetate	1.08	2.8	0.24	0.61
Amyl alcohol	8.9	21.6	1.93	4.7
Benzene	0.04	0.10	0.009	0.023
n-Butyl acetate	1.08	2.8	0.235	0.61
Chlorobenzene	0.13	0.32	0.028	0.07
Chloroform	0.02	0.04	0.005	0.008
o-Dichlorobenzene	0.13	0.32	0.028	0.070
1,2 Dichloroethane	0.06	0.08	0.0120	0.018
Diethyl amine	220	540	48.0	117
Dimethyl Sulfoxide	81	197	17.6	43.1
Ethanol	8.86	21.6	1.93	4.7
Ethyl acetate	1.08	2.80	0.235	0.61
n-Heptane	0.04	0.10	0.009	0.023
n-Hexane	0.04	0.06	0.009	0.014
Isobutylaldehyde	1.08	2.6	0.235	0.56
Isopropanol	3.45	9.0	0.75	1.98
Isopropyl acetate	1.08	2.80	0.23	0.61
Isopropyl ether	5.6	18.1	1.22	3.95
Methanol	8.8	21.6	1.9	4.7
Methyl Cellosolve	87.70	215	19.1	47.0
Methylene Chloride	0.64	1.0	0.140	0.220
Methyl formate	1.08	2.80	0.235	0.61
mercury	0.0013	0.0021	0.000280	0.00045
MIBK	0.43	1.08	0.094	0.235
Phenol	0.04	0.10	0.009	0.023
Tetrahydrofuran	5.6	18.1	1.22	3.95
Toluene	0.04	0.12	0.009	0.027
Triethyl Amine	220	540	48.0	117
Xylenes	0.02	0.07	0.005	0.015

TEMPERATURE
Period	Allowable Temp (° F)
January 1--31	50.4
February 1--29	52.9
March 1--31	73.7
April 1--15	91.8
April 16--30	97.8
May 1--15	80.6
May 16--31	84.6
June 1--15	78.5
June 16--30	82.5
July 1--31	80.2
August 1--15	77.7
August 16--31	77.7
September 1--15	72.3
September 16--30	66.3
October 1--15	61.8
October 16--31	57.8
November 1--15	54.7
November 16--30	48.7
December 1--31	47.6

   The proposed effluent limits for Outfall 001 based on a design flow of 0.70 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
BOD5	216	519	37	89
NH3-N
(5-1 to 10-31)	13.1	26.3	2.25	4.5
(11-1 to 4-30)	39.7	79.4	6.8	13.6
Phosphorus	6.2		1.06		2.12
Total Suspended Solids	117	234	20	40	50
Total Dissolved Solids	4,428	6,465	758	1,107
COD	473	927	81	159
pH	6.0 to 9.0 at all times
Nitrites/Nitrates			Monitor and Report
Dissolved Oxygen	Minimum to 6.0 at all times
Fecal
(5-1 to 9-30)			200/100 ml as Geometric Average
(10-1 to 4-30)			338/100 ml as Geometric Average
Cyanide	20.4	72.7	3.5	12.5
Acetone	0.43	1.08	0.074	0.19
Acetonitrile	22.0	54.0	3.77	9.25
n-Amyl acetate	1.08	2.8	0.185	0.48
Amyl alcohol	8.9	21.6	1.52	3.7
Benzene	0.04	0.10	0.007	0.018
n-Butyl acetate	1.08	2.8	0.185	0.481
Chlorobenzene	0.13	0.32	0.022	0.055
Chloroform	0.02	0.04	0.004	0.006
o-Dichlorobenzene	0.13	0.32	0.022	0.055
1,2 Dichloroethane	0.06	0.08	0.010	0.015
Diethyl amine	220	540	37.7	92.5
Dimethyl Sulfoxide	81.0	197	13.9	33.9
Ethanol	8.9	21.6	1.52	3.7
Ethyl acetate	1.08	2.8	0.185	0.48
n-Heptane	0.04	0.10	0.007	0.018
n-Hexane	0.04	0.06	0.007	0.011
Isobutylaldehyde	1.08	2.6	0.185	0.444
Isopropanol	3.45	9.0	0.6	1.54
Isopropyl acetate	1.08	2.80	0.185	0.48
Isopropyl ether	5.6	18.1	0.96	3.1
Methanol	8.8	21.6	1.52	3.7
Methyl Cellosolve	87.7	215	15.0	37
Methylene Chloride	0.64	1.0	0.11	0.17
Methyl formate	1.08	2.80	0.185	0.48
mercury	0.0013	0.0020	0.00022	0.0003
MIBK	0.43	1.08	0.07	0.185
Phenol	0.04	0.10	0.007	0.018
Tetrahydrofuran	5.6	18.1	0.96	3.1
Toluene	0.04	0.12	0.007	0.021
Triethyl Amine	220	540	38	92.5
Xylenes	0.02	0.07	0.004	0.012

TEMPERATURE
Period	Allowable Temp (° F)
January 1--31	47.1
February 1--29	49.3
March 1--31	66.5
April 1--15	82.2
April 16--30	88.2
May 1--15	75.3
May 16--31	79.3
June 1--15	75.4
June 16--30	79.4
July 1--31	78.4
August 1--15	76.3
August 16--31	76.3
September 1--15	71.2
September 16--30	65.2
October 1--15	60.5
October 16--31	56.5
November 1--15	53.1
November 16--30	47.1
December 1--31	45.1

   The proposed effluent limits for Outfall 001 based on a design flow of 0.90 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
BOD5	233	559	31.0	74.5
NH3-N
(5-1 to 10-31)	15.6	31.2	2.08	4.2
(11-1 to 4-30)	47	94	6.24	13.0
Phosphorus	6.38		0.85		1.7
Total Suspended Solids	134	267	17.8	36
Total Dissolved Solids	6,430	9,388	857	1,251
COD	473	927	63	123
pH	6.0 to 9.0 at all times
Nitrites/Nitrates			Monitor and Report
Dissolved Oxygen	Minimum to 6.0 at all times
Fecal
(5-1 to 9-30)			200/100 ml as Geometric Average
(10-1 to 4-30)			338/100 ml as Geometric Average
Cyanide	20.4	72.7	2.72	9.7
Acetone	0.43	1.08	0.058	0.145
Acetonitrile	22.0	54.0	2.9	7.2
n-Amyl acetate	1.08	2.8	0.144	0.374
Amyl alcohol	8.9	21.6	1.18	2.88
Benzene	0.05	0.10	0.006	0.015
n-Butyl acetate	1.08	2.8	0.144	0.374
Chlorobenzene	0.13	0.32	0.017	0.043
Chloroform	0.02	0.04	0.003	0.005
o-Dichlorobenzene	0.13	0.32	0.017	0.043
1,2 Dichloroethane	0.06	0.08	0.008	0.012
Diethyl amine	220.4	540	29.3	72
Dimethyl Sulfoxide	81.0	197	10.8	26.3
Ethanol	8.86	21.6	1.2	2.9
Ethyl acetate	1.08	2.80	0.144	0.374
n-Heptane	0.04	0.10	0.006	0.015
n-Hexane	0.04	0.06	0.006	0.009
Isobutylaldehyde	1.08	2.6	0.144	0.346
Isopropanol	3.45	9.0	0.46	1.2
Isopropyl acetate	1.08	2.80	0.144	0.374
Isopropyl ether	5.6	18.1	0.75	2.4
Methanol	8.8	21.61	1.2	2.9
Methyl Cellosolve	87.70	215	11.7	29.0
Methylene Chloride	0.64	1.0	0.10	0.15
Methyl formate	1.08	2.80	0.144	0.37
mercury	0.0013	0.0021	0.00021	0.0003
MIBK	0.43	1.08	0.06	0.145
Phenol	0.04	0.10	0.006	0.015
Tetrahydrofuran	5.6	18.1	0.75	2.4
Toluene	0.04	0.12	0.006	0.018
Triethyl Amine	220	540	29.3	72
Xylenes	0.02	0.07	0.003	0.009

TEMPERATURE
Period	Allowable Temp (° F)
January 1--31	44.4
February 1--29	46.3
March 1--31	60.6
April 1--15	74.4
April 16--30	80.4
May 1--15	71
May 16--31	75
June 1--15	72.8
June 16--30	76.8
July 1--31	77
August 1--15	75.1
August 16--31	75.1
September 1--15	70.2
September 16--30	64.2
October 1--15	59.5
October 16--31	55.5
November 1--15	51.7
November 16--30	45.7
December 1--31	43.1

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

   Application No. PA 0088714, CAFO, Wide Awake Farms Partnership, 411 Chestnut Street, Lebanon, PA 17042 and Pork Champ, LLC, 572 Waldo-Fulton Road, Waldo, OH 43356.

   Wide Awake Farms Partnership and Pork Champ, LLC have submitted an application to renew the existing Individual NPDES permit for an existing CAFO known as Wide Awake Farm, located in Monroe Township, Bedford County.

   The CAFO is situated near UNTs of West Branch Sideling Hill Creek, which are classified as EV waters. The CAFO includes three animal housing units designed to maintain an animal population of approximately 704 animal equivalent units consisting of 1,150 gestating sows, 192 sows with litters, three boars, 155 replacement gilts and 4,340 nursery pigs. Manure is stored in a high-density polyethylene-lined earthen impoundment with a capacity of approximately 2.9 million gallons. Manure is stored in an existing concrete structure at a second facility with a capacity of approximately 30,000 gallons. Manure produced at the operation is utilized on farm or exported to local farmers in accordance with an approved Nutrient Management Plan. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.

   The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to reissue the NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit. The permit application and draft permit are on file at the Southcentral Regional Office of the Department.

   Persons may make an appointment to review the Department's files by calling the file review coordinator at (717) 705-4732.

   Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. Following the 30-day comment period, the Watershed Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.

   The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

   Application No. PA 0020508, Sewage, McConnellsburg Sewerage Authority, P. O. Box 681, McConnellsburg, PA 17233. This facility is located in Ayr Township, Fulton County.

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

   The receiving stream, Big Cove Creek, is in Watershed 13-B, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown City is located on the Potomac River, approximately 35 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.600 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	15	22.5	30
(11-1 to 4-30)	25	40	50
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	2		4
(11-1 to 4-30)	6		12
Total Residual Chlorine	0.08		0.28
Total Copper	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 Average	Monthly	Annual
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	10,959*
Net Total Phosphorus	XXX	Report	1,461*

* 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.

* The annual mass loads for Total Nitrogen and Total Phosphorus become effective after completion of the construction project in accordance with the schedule contained in PART C of the permit.

   Persons may make an appointment to review the Department's files by calling the file review coordinator at (717) 705-4732.

   The EPA waiver is not in effect.

   Application No. PA 0020478, Sewage, Bloomfield Borough, P. O. Box 144, New Bloomfield, PA 17068. This facility is located in Bloomfield Borough, Perry 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 to Trout Run, is in Watershed 7-A, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on the Susquehanna River, approximately 18.9 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.25 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)	3.5		7.0
(11-1 to 4-30)	10.5		21
Total Zinc	0.169		0.422
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 Average	Monthly	Annual
Ammonia-N	Report
Kjeldahl-N	Report
Nitrate-Nitrite as N	Report
Total Nitrogen	Report
Total Phosphorus	Report

   Persons may make an appointment to review the Department of Environmental Protection's files 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.

   PA0004219, Industrial Waste, SIC 1061, 2819 and 3313, Langeloth Metallurgical Company, P. O. Box 608, Langeloth, PA 15054. This application is for renewal of an NPDES permit to discharge treated process water, sewage and untreated cooling water stormwater from the Langeloth Plant in Smith Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, UNT to Burgetts Fork, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Midland Borough Municipal Water Authority, located at Midland-Ohio River, approximately 45 miles below the discharge point.

   Internal Monitoring Point 101: existing discharge, design flow of 0.005 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	0.015
CBOD5			25		50
Suspended Solids			30		60
Total Residual Chlorine
1st month--36th month			Monitor and Report
37th month--expiration			1.4		3.3
Fecal Coliform
(5-1 to 9-30)			200/100 ml as Geometric Mean
(10-1 to 4-30)			2,000/100 ml as Geometric Mean
pH	not less than 6.0 nor greater than 9.0

   Internal Monitoring Point 201: existing discharge, design flow of 0.006 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Temperature (° F)				110
pH	not less than 6.0 nor greater than 9.0

   Internal Monitoring Point 301: existing discharge, design flow of 0.028 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Arsenic	0.76	1.70	0.62	1.39
Cadmium
1st month--36th month	0.10	0.25	0.08	0.20
37th month--expiration	0.10	0.25	0.02	0.04
Copper	0.75	1.57	0.55	1.1
Lead	0.16	0.34	0.13	0.28
Zinc	0.52	1.25	0.42	1.02
Fluoride	24.39	42.91	19.9	35.0
Suspended Solids	72.96	145.92	12	15
Oil and Grease			15		30
Molybdenum
1st month--36th month			30		60
37th month--expiration			3.5		7.0
pH	not less than 6.0 nor greater than 9.0

   Outfall 001: existing discharge, design flow of 0.030 mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	This outfall receives wastewater contributions from IMPs 101, 201 and 301. The permit limits are imposed at each respective IMP.

   Outfall 002, 002a, 002b, 002c and 002d: existing discharge, design flow of varied mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Zinc			Monitor and Report
Molybdenum			Monitor and Report
Total Suspended Solids			Monitor and Report
	See Condition No. 15 in Part C of the permit.

   Outfall 003: 003a and 003b existing discharge, design flow of varied mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Zinc			Monitor and Report
Molybdenum			Monitor and Report
Total Suspended Solids			Monitor and Report
	See Condition No. 15 in Part C of the permit.
pH	not less than 6.0 nor greater than 9.0

   Outfall 004: existing discharge, design flow of varied mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Zinc			Monitor and Report
Molybdenum			Monitor and Report
Total Suspended Solids			Monitor and Report
	See Condition No. 15 in Part C of the permit.

   Outfall 005: existing discharge, design flow of varied mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	The discharge from this outfall is subject to effluent limits in Mining Permit No. 63920301.

   Outfall 006: existing discharge, design flow of varied mgd.

	Mass (lbs/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Zinc			Monitor and Report
Molybdenum			Monitor and Report
Total Suspended Solids			Monitor and Report
	See Condition No. 15 in Part C of the permit.

   The EPA waiver is not in effect.

   PA0021610-A1, Sewage, Blairsville Municipal Authority, 203 East Market Street, Blairsville, PA 15717. This application is for amendment of an NPDES permit to discharge treated sewage from Blairsville Municipal Authority STP in Burrell Township, Indiana 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 Buffalo Township Municipal Authority, Freeport Plant, on the Allegheny River.

   Outfall 001: existing discharge, design flow of 0.903 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

   Other Conditions: The following effluent limitations will apply if/when the treatment plant is expanded to a flow of 1.353 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 limit for Total Residual Chlorine is effective if chlorination is used for disinfection.

   Outfalls 002--011, 013, 016 and 017, which discharge to the receiving waters known as Sulphur Run and the Conemaugh River, 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. These combined sewer overflows 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. Outfalls 009, 011, 016 and 017 are proposed to be eliminated as part of the subject wastewater treatment plant expansion project.

   The EPA waiver is not 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. 5809401, Sewerage, Camp Tioga, SR 2036, Thompson, PA 18465. This proposed facility is located in Ararat and Gibson Townships, Susquehanna County.

   Description of Proposed Action/Activity: This project is for the construction of a wastewater treatment facility to include construction of wastewater treatment lagoons and spray irrigation discharge. The spray irrigation field will be 4.2 acres.

   WQM Permit No. 4009401, Sewerage, Mountaintop Area Joint Sanitary Authority, 290 Morio Drive, Mountaintop, PA 18707. This proposed facility is located in Dorrance Township, Luzerne County.

   Description of Proposed Action/Activity: This project is for the construction at the existing wastewater treatment plant to include upgrade to piping leading to processing tanks and construction of a new equalization tank with a 3 million gallon capacity.

   WQM Permit No. 4009404, Sewerage, Wyoming Valley Sanitary Authority, P. O. Box 33, Wilkes-Barre, PA 18703. This proposed facility is located in Hanover Township, Luzerne County.

   Description of Proposed Action/Activity: This project is for modifications and upgrade to the existing wastewater treatment plant facility to comply with total nitrogen and total phosphorus effluent limitations.

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

   WQM Permit No. 6792402, Amendment 09-1, Sewerage, Fairview Township, Fairview Township Authority, 599 Lewisberry Road, New Cumberland, PA 17070-2399. This proposed facility is located in Fairview Township, York County.

   Description of Proposed Action/Activity: Replace existing chlorination disinfection system with UV disinfection at the Northern Area Waterwater Treatment Plant.

   WQM Permit No. 3609402, Sewerage, Peanut Investments, Inc., Red Caboose Motel and Restaurant, 312 Paradise Lane, Ronks, PA 17572. This proposed facility is located in Paradise Township, Lancaster County.

   Description of Proposed Action/Activity: Seeking approval for the construction/operation of a recirculating sand filter/wetland denitrification treatment system and at-grade disposal bed.

   WQM Permit No. 0187404 09-1, Sewerage, New Oxford Municipal Authority, 409 Water Works Road, New Oxford, PA 17350-1511. This proposed facility is located in Oxford Township and New Oxford Borough, Adams County.

   Description of Proposed Action/Activity: Seeking approval for an upgrade to the wastewater treatment plant to comply with the Chesapeake Bay Tributary Strategy.

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

   WQM Permit No. 3294401-A1, Sewerage, Central Indiana County Joint Sanitary Authority, 603 South Main Street Extension, P. O. Box 7, Homer City, PA 15748. This existing facility is located in Center Township, Indiana County.

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

   WQM Permit No. WQG026122, Sewerage, East Huntingdon Township, 2494 Route 981, P. O. Box 9, Alverton, PA 15612. This proposed facility is located in East Huntingdon Township, Westmoreland County.

   Description of Proposed Action/Activity: Application for the construction and operation of a pump station to serve Loucks Acres.

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

   WQM Permit No. 2509401, Sewerage, Summit Township Sewer Authority, 8900 Old French Road, Erie, PA 16509. This proposed facility is located in Summit Township, Erie County.

   Description of Proposed Action/Activity: The proposed project is to construct replacement sewer lines, to eliminate sewer bottlenecks located on the west side of Route 19, with new 8" lines.

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023909010	John Fasciano Trexlertown F.C. Assoc., LP 633 Germantown Pike Suite 205 Plymouth Meeting, PA 19462	Lehigh	Lower Macungie Township	Little Lehigh Creek HQ-CWF

   Pike County Conservation District: HC6, Box 6770, Hawley, PA 18428, (570) 226-8220.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI025209001	Brian Stuart Lackawaxen Township P. O. Box 205 116 Township Road Lackawaxen, PA 18435	Pike	Lackawaxen Township	Lackawaxen River HQ-TSF, MF

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI030608021	O'Neill Real Estate Partnership 1420 Clarion Street Reading, PA 19601	Berks	Ontelaunee Township	Willow Creek HQ-CWF

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

   Tioga County Conservation District: 50 Plaza Lane, Wellsboro, PA 16901, (570) 724-1801, Ext. 3.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI 045909002	Gary Butters 54 Railroad Street Mansfield, PA 16933	Tioga	Liberty Township	Zimmerman Creek HQ-CWF

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

   Westmoreland County Conservation District, 218 Donohoe Road, Greensburg, PA 15601, (724) 837-5271.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI056509002	Highridge Water Authority 17 Maple Avenue Blairsville, PA 15717	Westmoreland	Derry Township	Spruce Run HQ-WWF

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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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