NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[35 Pa.B. 5815]

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 ?
PA0053261 Industrial Waste	Praxair, Inc. P. O. Box 99 90 Commerce Way Stockertown, PA 18083	Stockertown Township Northampton County	01F Bushkill Creek	Y
PA0062537	East Union Township Sewer Authority P. O. Box 245 Sheppton, PA 18248	East Union Township Schuylkill County	Little Tomhicken Creek (5E)	Y
PA0061433 Sewage	Bunker Hill Sewer Company P. O. Box 102 Factoryville, PA 18419	Wyoming County Clinton Township	UNT to South Branch Tunkhannock Creek (4F)	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 ?
PA0083712 (IW)	Bear Valley Joint Authority 218 School House Road P. O. Box 308 St. Thomas, PA 17252-0308	Franklin County St. Thomas Township	Broad Run/13-C	Y
PA0088757 (IW)	Mount Union Municipal Authority 9 West Market Street P. O. Box 90 Mount Union, PA 17066	Huntingdon County Shirley Township	Singers Gap Run/12-C	Y
PA0024384 (Sew)	North Middleton Authority 240 Clearwater Drive Carlisle, PA 17013-1185	Cumberland County North Middleton Township	Conodoguinet Creek/7-B	Y
PA0084506 (Sew)	David H. Kitch, Jr. Kitch Inc. Starlite Camping Resort 1500 Furnace Hill Road Stevens, PA 17578	Lancaster County Clay Township	Middle Creek/7-J	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 ?
PA0228176	Harrison Valley Wastewater Treatment Plant 205 East Main Street Harrison Valley, PA 16927	Harrison Township Potter County	Cowanesque River (SWP 4A)	Y
PA0033910	Northeast Bradford School District R. R. 1, Box 211B Rome, PA 18837	Orwell Township Bradford County	Johnson Creek (SWP 4D)	Y
PA0029831 SN	Sullivan County School District P. O. Box 346 Dushore, PA 18614	Sullivan Laporte Borough	UNT of Mill Creek 10B	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 ?
PA0223042	Farmington Township STP P. O. Box 148 Leeper, PA 16233	Farmington Township Clarion County	Licking Creek 17-B	Y
PA0100048	Spectrum Control, Inc. 8061 Avonia Road Fairview, PA 16415-2899	Fairview Township Erie County	Brandy Run 15	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.

   PA0055697, TAD Facilities, Ltd. (Spring Run Estates Sewage Treatment Plant), 628 Telegraph Road, Coatesville, PA 19320. Wastewater treatment plant is located on Old Telegraph Road, Coatesville, PA 19320. This facility is located in West Caln Township, Chester County.

   Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge treated sanitary wastewater to West Branch Brandywine Creek.

   The receiving stream, West Branch Brandywine Creek, is in the State Water Plan watershed 3H-Brandywine, and is classified for: TSF, aquatic life, water supply and recreation. Brandywine Creek intake and reservoir is approximately 2.5 miles below the discharge point.

   The proposed effluent limits for Outfall 001 are based on a design flow of 49,000 gpd.

	Concentration (mg/l)
	Average	Instantaneous
Parameters	Monthly	Maximum (mg/l)
Flow (Record)
CBOD5	25	50
Total Suspended Solids	30	60
NH3 as N	1.50	3.0
Phosphorus as P	2.0	4.0
Fecal Coliform	200 No./100 ml
Dissolved Oxygen	5.0 (Min.)
Total Nitrogen	Mon./Rep.
pH (STD Unit)	6.0 (Min.)	9.0 (max)

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

   1.  Discharge must not cause nuisance or health hazard.
   2.  Sludge disposal according to State and Federal regulations.

   The EPA waiver is in effect.

   PA0052949, Industrial Waste, SIC: 4941, Aqua Pennsylvania, Inc., 401 East Gay Street, West Chester, PA 19380. This existing facility is located in Upper Uwchlan Township, Chester County.

   Description of Proposed Activity: This application is for the renewal of an NPDES permit for an existing discharge of treated filter backwash from the Milford Well Station, which is a potable well water treatment and booster station.

   The receiving stream, a UNT to Marsh Creek, is in the State Water Plan watershed 3H and is classified for: HQ, TS, migratory fish, aquatic life, water supply and recreation. Marsh Creek is a tributary to East Branch Brandywine Creek, which flows into Brandywine Creek. The nearest downstream potable water supply intake is Aqua Pennsylvania, Inc. (Ingram's Mill), located approximately 10.5 miles downstream on East Branch Brandywine Creek.

   The proposed effluent limits for Outfall 001, based on an average flow of 3,000 gpd are as follows:

	Average	Average	Maximum	Instantaneous
Parameters	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Total Suspended Solids	30		60	75
Aluminum, Total	4		8	10
Iron, Total	2		4	5
Manganese, Total	1		2	2.5
Chloroform	Monitor and Report
Chlorodibromomethane	Monitor and Report
Dichlorobromomethane	Monitor and Report
Total Residual Chlorine	0.5			1.3
pH	within limits of 6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 002, based on an average flow of 3,000 gpd are as follows:

	Average	Average	Maximum	Instantaneous
Parameters	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Total Residual Chlorine	0.05			1.3
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.  Notification of Designation of Operator.
   2.  Remedial Measures if Unsatisfactory Effluent.
   3.  Discharge to Small Stream.
   4.  BAT/ELG Reopener.
   5.  Change of Ownership.
   6.  Sludge Disposal Requirement.
   7.  Total Residual Chlorine Requirement.

   PA0031771, Sewage, SIC 4952, Westtown Township, P. O. Box 79, Westtown, PA 19395. This proposed facility is located in Westtown Township, Chester County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge treated sewage from Westtown-Chester Creek STP.

   The receiving stream, East Branch of Chester Creek, is in the State Water Plan watershed 3G and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua PA main system is located on Chester Creek 10.4 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.495 mgd.

	Average	Average	Maximum	Instantaneous
Parameters	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
CBOD5		23		30
(5-1 to 10-31)	15
(11-1 to 4-30)	25	40		50
TSS	30	45		60
NH3-N
(5-1 to 10-31)	2.5			5.0
(11-1 to 4-30)	7.5			15.0
Fecal Coliform	200/100 ml			1,000/100 ml
Dissolved Oxygen				3.0 (Inst. Min.)
Copper	0.022		0.044	0.055
Phosphorus, Total	Monitor and Report			Monitor and Report
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.  Operator Notification.
   2.  Average Weekly Definition.
   3.  Remedial Measures if Unsatisfactory Effluent.
   4.  No Stormwater.
   5.  Acquire Necessary Property Rights.
   6.  Change in Ownership.
   7.  Proper Sludge Disposal.
   8.  TMDL/WLA Analysis.
   9.  I-max Limits.
   10.  Laboratory Certification.

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

   PA0044997, Sewage, Mount Pocono Municipal Authority, 303 Pocono Boulevard, Mount Pocono, PA 18344. This proposed facility is located in Mount Pocono Borough, Monroe County.

   Description of Proposed Activity: Renewal of existing NPDES Permit, Mount Pocono Borough and Proposed Sanofi Pasteur Combined Effluent.

   The receiving stream, Forest Hills Run, is in the State Water Plan watershed No. 1E and is classified for: HQ, CWF. The nearest downstream public water supply intake for Stroudsburg Borough is located on Brodhead Creek 14 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.60 mgd.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	10.0	15.0	20.0
Total Suspended Solids	30.0	45.0	60.0
NH3-N
(5-1 to 10-31)	2.70		5.40
(11-1 to 4-30)	8.10		16.20
Phosphorus as ''P''	1.0		2.0
Dissolved Oxygen	minimum of 7.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	.19		.44
NO2 = NO3 as ''N''	13.80		27.60
Total Copper	Monitor and Report
Total Lead	Monitor and Report
Total Zinc	Monitor and Report
Temperature
(January 1-31)			41.0°F
(February 1-29)			41.5°F
(March 1-31)			45.2°F
(April 1-15)			63.0°F
(April 16-30)			66.2°F
(May 1-15)			63.5°F
(May 16-30)			73.8°F
(June 1-15)			68.2°F
(June 16-30)			76.0°F
(July 1-31)			73.5°F
(August 1-15)			72.0°F
(August 16-31)			72.0°F
(September 1-15)			68.4°F
(September 16-30)			62.2°F
(October 1-15)			55.2°F
(October 16-31)			50.8°F
(November 1-15)			48.7 °F
(November 16-30)			46.9 °F
(December 1-31)			42.8 °F

   The proposed effluent limits for Outfall 001 based on a design flow of .99 mgd.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	10.0	15.0	20.0
Total Suspended Solids	30.0	45.0	60.0
NH3-N
(5-1 to 10-31)	2.40		4.80
(11-1 to 4-30)	7.20		14.40
Phosphorus as ''P''	1.0		2.0
Dissolved Oxygen	minimum of 7.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	.12		.28
NO2 = NO3 as ''N''	12.10		24.20
Total Copper	Monitor and Report
Total Lead	Monitor and Report
Total Zinc	Monitor and Report
Temperature
(January 1-31)			40.4°F
(February 1-29)			40.9°F
(March 1-31)			44.0°F
(April 1-15)			57.1°F
(April 16-30)			60.6°F
(May 1-15)			59.8°F
(May 16-30)			67.6°F
(June 1-15)			65.0°F
(June 16-30)			71.3°F
(July 1-31)			70.6°F
(August 1-15)			69.6°F
(August 16-31)			69.6°F
(September 1-15)			66.7°F
(September 16-30)			61.3°F
(October 1-15)			54.7°F
(October 16-31)			50.5°F
(November 1-15)			48.4°F
(November 16-30)			46.6°F
(December 1-31)			42.4°F

   PA0060372, Sewage, Factoryville Borough, 163 College Avenue, P. O. Box 277, Factoryville, PA 18419. This proposed facility is located in Clinton Township, Wyoming County.

   The receiving stream, South Branch Tunkhannock Creek, is in the State Water Plan watershed No. 4F and is classified for TSF. The nearest downstream public water supply intake for Danville Borough Water Authority is located on the Susquehanna River and is over 50 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.086 mgd.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25.0	40.0	50.0
Total Suspended Solids	30.0	45.0	60.0
Dissolved Oxygen	minimum of 5.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	1.0		3.3
Total Nitrogen	Monitor and Report
Total Phosphorus	Monitor and Report

   The proposed effluent limits for Outfall 001 based on a design flow of 0.185 mgd.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25.0	40.0	50.0
Total Suspended Solids	30.0	45.0	60.0
Dissolved Oxygen	minimum of 5.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	1.0		3.3
Total Nitrogen	9,741 lbs./year as an annual loading
Total Phosphorus	1,218 lbs./year as an annual loading

   PA0065048, Sewage, Nicholson Borough Water Authority, P. O. Box 324, Nicholson, PA 18446. This proposed facility is located in Nicholson Borough, Wyoming County.

   Description of Proposed Activity: permit application to discharge treated domestic wastewater.

   The receiving stream, Tunkhannock Creek, is in the State Water Plan watershed No. 4F and is classified for: CWF.

   The nearest downstream public water supply intake for Danville Borough Water Company is located on Susquehanna River 90 river miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.09 mgd.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
Dissolved Oxygen	minimum of 3.0 mg/l at all times.
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	1.0		2.34

   Chesapeake Bay Nutrient Program Effluent limits for Outfall 001

	Mass Units (lbs)	Mass Units (lbs)	Concentration (mg/l)
Parameter	Monthly	Annual	Average Monthly
Ammonia-N	Report		Report
Kjeldahl-N	Report		Report
Nitrate-Nitrite-N	Report		Report
Total Nitrogen	Report	Report	Report
Total Phosphorus	Report	Report	Report

   PA0063304, Industrial, Blythe Township Municipal Authority, 375 Valley Street, New Philadelphia, PA 17959. This proposed facility is located in Cass Township, Schuylkill County.

   Description of Proposed Activity: application to renew an existing NPDES permit.

   The receiving stream, Crystal Run, is in the State Water Plan watershed No. 3A and is classified for: CWF, water supply, aquatic life and recreation. The nearest downstream public water supply intake for Pottstown Borough Water Authority is located on the Schuylkill river approximately 60 river miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.04 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
Total Suspended Solids	30.0	60.0
Total Iron	2.0	4.0
Total Aluminum	4.0	8.0
Total Manganese	1.0	2.0
pH		6.0 to 9.0 at all times

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

   PA0027405, Sewage, Ephrata Borough Authority, 124 South State Street, Ephrata, PA 17522. This facility is located in Ephrata Borough, Lancaster County.

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

   The receiving stream, Cocalico Creek, is in Watershed 7-J, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Lancaster Municipal Water Authority is located on the Conestoga River, approximately 16 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 3.8 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		6
(11-1 to 4-30)	9		18
NO2-N	Monitor
NO3-N	Monitor
TKN	Monitor
Total Nitrogen	79,049 lbs per year as Total Annual
Total Phosphorus	9,881 lbs per year as Total Annual
Total Phosphorus	2		4
Total Residual Chlorine	0.35		1.1
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)	4,600/100 ml as a geometric average

   The cap loads may be met in part or in full by obtaining offsets or credits approved by the Department of Environmental Protection (Department).

   Persons 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.

   PA0009458, Industrial Waste, SIC Code 3231, PPG Industries, Inc., P. O. Box 307, Tipton, PA 16684-0307. This facility is located in Antis Township, Blair County.

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

   The receiving stream, Little Juniata River, is in Watershed 11-A, and classified for TS, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Newport Borough Water Authority located on the Juniata River, approximately 111 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 0.194 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
Oil and Grease	16	16			18
Total Suspended Solids	30	49			34
Temperature			Monitor and Report

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

   The EPA waiver is in effect.

   PA0041581, Sewage, Liverpool Municipal Authority, P. O. Box 357, Liverpool, PA 17045. This facility is located in Liverpool 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, Susquehanna River, is in Watershed 6-C, and classified for WWF, 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 effluent limits for Outfall 001 for a design flow of 0.175 mgd are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
Total Residual Chlorine	1.5		2.5
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)	100,000/100 ml as a geometric average

   In addition to the effluent limits, the permit contains the following major special conditions: monitor and report requirements for annual loadings of Total Phosphorus and Total Nitrogen.

   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.

   PA0044741, Industrial Waste and Stormwater, SIC Code 2033, Hanover Foods Corporation, 1486 York Street, P. O. Box 334, Hanover, PA 17331-0334. This facility is located in Penn Township, York County.

   Description of activity: The application is for the renewal of an NPDES permit for existing discharges of industrial wastewater, noncontact cooling water (NCCW) and stormwater.

   The receiving stream, Oil Creek, is in Watershed 7-H and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake, Wrightsville Water Supply Company, is located approximately 40 miles downstream on the Susquehanna River. The discharge is not expected to affect the water supply.

   The proposed final effluent limitations and monitoring requirements for Outfall 001 (industrial waste and NCCW) based on a projected flow of 0.643 mgd are:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
pH (S.U.)	from 6.0 to 9.0 inclusive
Dissolved Oxygen	minimum of 5.0 mg/l at all times
Total Residual Chlorine	0.22	Monitor and Report	0.73
Temperature (°F)		*	110
CBOD5
(5-1 to 10-31)	15	30	37
(11-1 to 4-30)	25	50	62
NH3-N
(5-1 to 10-31)	1.2	2.4	3.0
(11-1 to 4-30)	3.6	7.2	9.0
Total Suspended Solids	30	60	75
Total Phosphorus	2.0		4.0
Fecal Coliform
(5-1 to 9-30)	200
(10-1 to 4-30)	2,400
Total Kjeldahl Nitrogen	Monitor and Report
NO3-N + NO2-N	Monitor and Report
Total Nitrogen	Monitor and Report
Oil and Grease		Monitor and Report
Total Copper		Monitor and Report
*  Temperature shall be limited on a maximum daily basis to: Jan. 1-31--51°F, Feb. 1-29--53°F, Mar. 1-31--57°F, Apr. 1-15--64°F, Apr. 16-30--91°F, May 1-15--87°F, May 16-31--110°F, Jun. 1-15--110°F, Jun. 16-30--110°F, Jul. 1-31--110°F, Aug. 1-15--110°F, Aug. 16-31--110°F, Sep. 1-15--110°F, Sep. 16-30--105°F, Oct. 1-15--92°F, Oct. 16-31--71 °F, Nov. 1-15--66°F, Nov. 16-30--61.0°F, Dec. 1-31--55°F.

   Three stormwater outfalls (002--004) are identified in the permit, with proposed annual monitoring requirements for pH, BOD₅, COD, Oil and Grease, Total Suspended Solids, Total Dissolved Solids, Total Nitrogen, Total Phosphorus and Total Iron.

   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.

   PA0086185, Sewage, Washington Township Authority, 185 Manor Road, Elizabethville, PA 17023. This facility is located in Washington Township, Dauphin County.

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

   The receiving stream, Wiconisco Creek, is in Watershed 6-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on the Susquehanna River, approximately 45 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.05 mgd are:

	Average	Average	Total	Average	Average	Instantaneous
Parameter	Monthly (lbs/day)	Weekly (lbs/day)	Monthly (lbs/mo)	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	10.4	16.6		25	40	50
Total Suspended Solids	12.5	18.7		30	45	60
Total Phosphorus			Monitor and Report	Monitor and Report
Total Kjeldahl Nitrogen			Monitor and Report	Monitor and Report
Nitrite-Nitrate Nitrogen			Monitor and Report	Monitor and Report
Total Nitrogen			Monitor and Report	Monitor and 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)	100,000/100 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.

   PA0247855, Sewage, Belfast Township Supervisors, 121 Homestead Lane, Needmore, PA 17238. This facility is located in Belfast Township, Fulton County.

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

   The receiving stream, Tonoloway Creek, is in Watershed 13-B, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for the R. C. Wilson Water Treatment Plant near Williamsport, MD is located on the Potomac River, approximately 30 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.030 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
NO2-N + NO3-N	Monitor and Report
Total Kjeldahl Nitrogen	Monitor and Report
Total Phosphorus	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)	49,000/100 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.

   PA0088633, Sewage, Lower Paxton Township Authority (Beaver Creek Wet Weather WWTF), 425 Prince Street, Harrisburg, PA 17109. This facility is located in South Hanover Township, Dauphin County.

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

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

   The proposed effluent limits for Outfall 001 for a design flow of 2.5 mgd (12 mdg peak) are:

	Average	Average	Total	Total	Average	Average	Instantaneous
Parameter	Monthly (lbs/day)	Weekly (lbs/day	Monthly (lbs/mo)	Annual (lbs/year)	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	312	500			15	24	30
Total Suspended Solids	625	938			30	45	60
NH3-N
(5-1 to 10-31)	62		Monitor and Report		3.0		9.0
(11-1 to 4-30)	187				9.0		18
Total Phosphorus	41		Monitor and Report	1,106	2.0		4.0
Total Kjeldahl Nitrogen			Monitor and Report		Monitor and Report
Nitrite-Nitrate Nitrogen			Monitor and Report		Monitor and Report
Total Nitrogen			Monitor and Report	8,855	Monitor and 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)	2,800/100 ml as a geometric average

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

   1.  Conditions for discharge to occur.
   2.  Monitoring Requirements and Conditions for Stormwater Outfalls.

   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.

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