NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[31 Pa.B. 3419]

NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS

NPDES APPLICATIONS

PART I PERMITS

   Under the Federal Clean Water Act and the Pennsylvania Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 all new permit applications, renewal application with major changes or applications for permits not waived by EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. All Oil and Gas Related permit applications are listed under Section III. 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 this proposed permit action under the waiver provision 40 CFR 123.24(d).

   Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted above the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. The 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. A public hearing may be held if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

   The renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated above the application.

   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.	Facility Name &	County &	Stream Name	EPA Waived
(Type)	Address	Municipality	(Watershed #)	Y/N?
PA-0029874 (Non-Municipal) Sewage	Skytop Lodge 1 Skytop Drive Skytop, PA 18357	Barrett Township Monroe County	Leavitt Branch (1E)	Yes
PA-0062286	Diocese of Scranton Church of Saint Benedict 301 South State Street Clarks Summit, PA 18411	Newton Township Lackawanna County	Unnamed tributary to Gardner Creek (4G)	Yes
PA-0041424 Minor Renewal	Pocmont Resort Bushkill, PA 18324	Lehman Township Pike County	Unnamed tributary to Little Bushkill Creek (1D)	Y

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

NPDES No.	Facility Name &	County &	Stream Name	EPA Waived
(Type)	Address	Municipality	(Watershed #)	Y/N?
PA0087572	Williamstown Borough Authority P. O. Box 32 Williamstown, PA 17098	Dauphin County Williams Township	UNT Wiconisco Creek/6-C	Yes
PA0084255	Swatara Mobile Homes 222 Grace Avenue Lebanon, PA 17046-8028	Lebanon County Swatara Township	UNT to Little Swatara Creek/7-D	Yes
PA0051560	Western Berks Water Authority 91 Water Road Sinking Spring, PA 19608-9633	Berks County Lower Heidelberg Township	Tulpehocken Creek/3-C	Yes
PA0051683	Titanium Hearth American Operations DBA Timet North American Operations 900 Hemlock Rd. Morgantown Business Park Morgantown, PA 19543	Berks County Caervarvon Township	Conestoga Creek/J-J	Yes
PA0080187	Dauphin Meadows Inc. R. R. 1 Route 209 Millersburg, PA 17061	Dauphin County Washington Township	Wiconicso Creek/6-C	Yes

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   Northwest Regional Office:  Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.

   Application No. PA0223115. Industrial Waste, SIC 3089. Comor, Inc., 23697 U. S. Highway 322, Cochranton, PA 16314-0241.

   This application is for a new NPDES Permit, to discharge noncontact cooling water and stormwater to a private pond in East Fairfield Township, Crawford County. This is a new discharge.

   The receiving water is classified for the following uses: warm water fish, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO₂--NO₃, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the City of Franklin on French Creek located at Franklin, approximately 18 miles below point of discharge.

   The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000815 MGD are:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow	XX
Temperature (°F)	XX
Oil and Grease	XX
pH	6.0 to 9.0 at all times

   XX--Monitor and report.

   The EPA Waiver is in effect.

   PA0238619, Sewage. Cornerstone Family Services, 2700 Mt. Royal Boulevard, Glenshaw, PA 15116.

   This proposed facility is located in Franklin Township, Butler County.

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

   The receiving stream, Mulligan Run is in watershed 20-C and classified for: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO₂--NO₃, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is the Harmony Borough Water Authority intake on Little Connoquenessing Creek located at Harmony, approximately 12 miles below point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.08 MGD.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25		50
Total Suspended Solids	30		60
Phosphorus (as P)
(4-1 to 10-31)	2		4
NH3-N
(5-1 to 10-31)	2.5		5
(11-1 to 4-30)	7.5		15
Fecal Coliform
(5-01 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	3,300/100 ml as a geometric average
Total Residual Chlorine	0.38		0.9
Dissolved Oxygen	Minimum of 5 mg/l at all times
pH	6.0 to 9.0 standard units at all times

   The EPA Waiver is in effect.

   PA0103411, Industrial Waste. Ellwood Quality Steels Company, 700 Moravia Street, New Castle, PA 16101.

   This proposed facility is located in New Castle, Lawrence County.

   Description of Proposed Activity: discharge of treated I. W. and stormwater.

   The receiving stream, Shenango River--Outfall 001 and Neshannock Creek--Outfall 002, is in watershed 20-C and classified for: warm water fishes--Shenango River; trout stocking fishes--Neshannock Creek, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is Beaver Falls Municipal Authority on the Beaver River located at Eastvale, approximately 20 miles below point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.0075 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	XX
pH	Within limits of 6.0 to 9.0 standard units at all times.

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

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
This discharge shall consist of uncontaminated stormwater runoff only.

   XX--Monitor and report on monthly DMRs.

   The EPA Waiver is in effect.

   PA0103152, Sewage. Walter W. Robertson, Jr., Hydro-Pac, Inc., P. O. Box 921, 7470 Market Road, Fairview, PA 16415.

   This proposed facility is located in Fairview Township, Erie County.

   Description of Proposed Activity: sanitary waste treatment from a manufacturing facility.

   The receiving stream, unnamed tributary to Brandy Run, is in watershed 15 BR (Lake Erie) and classified for: cold water and migratory fishery.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.002 MGD:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25		50
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	3.0		6.0
(11-1 to 4-30)	9.0		18
Dissolved Oxygen	minimum of 3.0 mg/l at all times
Total Residual Chlorine	0.50		0.75
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	2,000/100 ml as a geometric average
pH	6.0 to 9.0 standard units at all times

   The EPA Waiver is in effect.

   PA0000124, Industrial Waste. International Paper Company--Erie Mill, 1540 East Lake Road, Erie, PA 16533.

   This proposed facility is located in the City of Erie, Erie County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge noncontact cooling water.

   The receiving stream, Presque Isle Bay and Outer Erie Harbor, is in watershed 15 and classified for: warm water fishery, aquatic life, water supply and recreation. There is no potable water supply affected by this discharge.

   The proposed effluent limits for Outfall 006 based on a design flow of 7.2 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.6
Stormwater			See Part C, Condition No. 4
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 007 based on a design flow of 12.2 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.6
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 010 based on a design flow of 0.9 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.6
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 012 based on a design flow of 0.15 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.6
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 013 based on a design flow of 0.007 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.2
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 014 based on a design flow of 0.11 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.6
Stormwater			See Part C, Condition No. 4
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 015 based on a design flow of 0.003 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Temperature				110°F
Total Residual Chlorine			0.5		1.6
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 017 based on a design flow of 3.0 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Suspended Solids			30	60
Iron (total)			2	4
Aluminum (total)			4	8
Manganese (total)			1	2
Total Residual Chlorine			0.5		1.6
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The proposed effluent limits for Outfall 018 based on a design flow of 2.21 MGD.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Residual Chlorine			0.5		1.6
pH	Within limits of 6.0 to 9.0 standard units at all times.

   The EPA Waiver is in effect.

   PA0210668, Sewage. Perseus House, Inc., Andromeda House II, Box 99, 39132 Mt. Pleasant Road, Spartansburg, PA 16434.

   This facility is located in Bloomfield Township, Crawford County.

   Description of Proposed Activity: renewal of sewage discharge.

   The receiving stream, unnamed tributary to Pine Hollow Run, is in watershed 16E and classified for: warm water fishes, recreation water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.0032 MGD.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	10		20
Total Suspended Solids	20		40
Total Residual Chlorine	0.5		1.2
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	2,000/100 ml as a geometric average
pH	6.0 to 9.0 standard units at all times

   The EPA Waiver is in effect.

   PA0102369, Sewage. Rainbow Valley Mobile Home Park, 11682 Route 97 North, Waterford, PA 16441.

   This proposed facility is located in Waterford Township, Erie County.

   Description of Proposed Activity: Facility serves as treatment for sanitary wastes from the mobile home park.

   The receiving stream, unnamed tributary to LeBoeuf Creek, is in French Creek watershed and classified for: TSF.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.05 MGD.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	20		40
(11-1 to 4-30)	25		50
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	1.5		30
(11-1 to 4-30)	no limit		no limit
Dissolved Oxygen	minimum of 3.0 mg/l at all times
Total Residual Chlorine	0.5		1.2
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	2,000/100 ml as a geometric average
pH	6.0 to 9.0 standard units at all times

   The EPA Waiver is in effect.

   PA0031461, Sewage. Hickory Hill Country Village, A Division of Thomas Mobile Home Park, Trask Road, Waterford, PA 16441.

   This proposed facility is located in Waterford Township, Erie County.

   Description of Proposed Activity: Sanitary waste treatment facility for a mobile home park.

   The receiving stream, unnamed tributary to Trout Run, is in watershed 16A, LeBoeuf Creek and classified for: CWF

Interim Limits

   The proposed effluent limits for Outfall 001 based on a design flow of 0.020 MGD:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	20		40
(11-1 to 4-30)	25		50
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	4.5		9
(11-1 to 4-30)	13.5		27
Total Residual Chlorine	0.5		1.2
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	2,000/100 ml as a geometric average
pH	6.0 to 9.0 standard units at all times

Final Limits

   The proposed effluent limits for Outfall 001 based on a design flow of 0.040 MGD:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25		50
Total Suspended Solids	30		60
NH3-N
(5-1 to 10-31)	4.5		9
(11-1 to 4-30)	13.5		27
Dissolved Oxygen	minimum of 3.0 mg/l at all times
Total Residual Chlorine	0.5		1.15
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	2,000/100 ml as a geometric average
pH	6.0 to 9.0 standard units at all times

   The EPA Waiver is in effect.

   PA0238627, Sewage. Timothy J. Herbstritt SRSTP, 135 Denise Road, St. Marys, PA 15857.

   This proposed facility is located in the City of St. Marys, Elk County.

   Description of Proposed Activity: a new treated sewage discharge.

   The receiving stream, Elk Creek, is in watershed 17A and classified for: Cold Water Fishes, water supply and recreation.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.000400 MGD.

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	10		20
Total Suspended Solids	20		40
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric average
(10-1 to 4-30)	2,000/100 ml as a geometric average
pH	6.0 to 9.0 standard units at all times

   The EPA Waiver is in effect.

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II.  Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

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

   Application No. PA 0088692, CAFO, Frey Dairy Farms, Inc., 2646 River Road, Conestoga, PA 17516-9326.

   Frey Dairy Farms, Inc. has submitted an application for an Individual NPDES permit for an existing Concentrated Animal Feeding Operation (CAFO) known as Frey Dairy Farm, located at 2646 River Road, Conestoga, PA in Manor Township, Lancaster County.

   The CAFO is situated near Wisslers Run in Watershed 7-J, which is classified for high quality cold water fishery. The CAFO is designed to maintain an animal population of approximately 2,480 animal equivalent units (AEUs) consisting of 2,200 dairy cows. Manure is collected in manure storage lagoons. The total capacity of the manure storage facilities is 7.5 million gallons, including 2 feet of freeboard. 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 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 issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the draft permit.

   The permit application and draft permit are on file at the Southcentral Regional Office of the Department. Individuals may make an appointment to review the files by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   Persons wishing to comment on the proposed permit are invited to submit written comments to the above 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. All comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based.

   Following the 30-day comment period, the Water 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.

   PA No. 0009164, Industrial Waste SIC Code 3312, Standard Steel, Division of Freedom Forge Corporation, 500 North Walnut Street, Burnham, PA 17009.

   This proposed facility is located in Burnham Borough, Mifflin County.

   Description of proposed activity: Discharge of treated process wastewater, contact and noncontact cooling water and stormwater to Kishacoquillas Creek.

   The receiving stream (Kishacoquillas Creek) is in Watershed 12-A and classified for trout stocking fishery.

   The proposed effluent limits for Outfalls 002, 003, 005 and MP 401 based on a design flow of 12.03 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
pH	6 to 9
Discharge Total Suspended Solids	XXX	XXX	Monitor and Report
Intake Total Suspended Solids	XXX	XXX	Monitor and Report
Net Total Suspended Solids	XXX	XXX	15	30
Discharge Oil and Grease	XXX	XXX	Monitor and Report
Intake Oil and Grease	XXX	XXX	Monitor and Report
Net Oil and Grease	XXX	XXX	10	20

   The proposed effluent limits for Outfall MP 402 based on a design flow of 0.008 MGD are:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
pH	6 to 9
Vinyl	XXX	XXX	Monitor and Report
TCE	XXX	XXX	Monitor and Report

   The proposed effluent limits for Outfall 500 are:

Cumulative Thermal	Allowable Heat
Discharge Period	Rejection Rate (106 BTU/day)
January	2,060
February	1,872
March	5,244
April	5,970
May	6,000
June	5,450
July	4,075
August	2,547
September	2,119
October	2,055
November	1,880
December	1,798

   Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   The EPA waiver is not in effect.

   Application No. PA 0008265, SIC Code 1518, Industrial Waste, Appleton Papers Inc. (Spring Mill), 100 Paper Mill Road, Roaring Spring, PA 16673-1488.

   This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Frankstown Branch Juniata River in Watershed 11-A, in Blair Township, Blair County.

   The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was United Water Company located in Susquehanna Township, Dauphin County. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 4.84 MGD are:

Parameter	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
	(lbs/day)	(lbs/day)	(mg/l)	(mg/l)	(mg/l)
pH			From 6.0 to 9.0 inclusive
Dissolved Oxygen			Minimum of 5.0 at all times
BOD5	1,009	2,018	25	50	62
Total Suspended Solids	4,036	8,073	100	200	250
NH3-N	76.7	153.4	1.9	3.8	4.8
Color PCU (Interim)			341	434
Color PCU (Final)
(5-1 to 10-31)			197	394	493
(11-1 to 4-30)			221	442	553
AOX	314	479
COD			Monitor and Report
Temperature			Monitor and Report
Chromium, Hexavalent (Interim)			Monitor and Report
Lead (Interim)			Monitor and Report
Selenium (Interim)			Monitor and Report
Aluminum (Interim)			Monitor and Report
Chromium, Hexavalent (Final)			.018	.036	.045
Lead (Final)			.010	.020	.025
Selenium (Final)			.006	.012	.015
Aluminum (Final)			.52	1.04	1.3

   The proposed limits for internal monitoring point MP 101-First, Second and Third Stage Bleach Plant Filtrate Effluent.

Parameter	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
	(lbs/day)	(lbs/day)	(mg/l)	(mg/l)	(mg/l)
Kappa Number			20 Annual Avg.	Monitor
Color (PCU)			Monitor and Report
Chloroform	2.09	3.49	Monitor and Report
2,3,7,8-TCDD				<10 pg/l
2,3,7,8-TCDF				31.9 pg/l
Trichlorosyringol				<2.5 ug/l
3,4,5- trichlorocatechol				<5.0 ug/l
3,4,6- trichlorocatechol				<5.0 ug/l
Tetrachlorocatechol				<5.0 ug/l
3,4,5-trichloroguaiacol				<2.5 ug/l
3,4,6-trichloroguaiacol				<2.5 ug/l
4,5,6-trichloroguaiacol				<2.5 ug/l
Tetrachloroguaiacol				<5.0 ug/l
2,4,5-trichlorophenol				<2.5 ug/l
2,4,6-trichlorophenol				<2.5 ug/l
2,3,4,6-trichlorophenol				<2.5 ug/l
Pentachlorophenol				<5.0 ug/l

   Outfalls 002 through 005 and 009 through 020 are identified as stormwater outfalls receiving runoff from areas with industrial activity. Monitoring is required for CBOD₅, Chemical Oxygen Demand, Oil and Grease, pH, Total Suspended Solids, Total Phosphorus, Total Kjeldahl Nitrogen and Dissolved Iron for Outfalls 002 through 005 and 009 through 020.

   Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   The EPA waiver is not in effect.

   Application No. PA 0007773, SIC Code 3471, Industrial Waste, Electroplaters of York, Inc., 209 East Willow Street, Wrightsville, PA 17368.

   This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Susquehanna River, in Wrightsville Borough, York County.

   The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Red Lion Municipal Authority located in York County. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.06 MGD are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
pH	From 6.0 to 9.0 inclusive
CBOD5	Monitor & Report	XXX	XXX
Total Phosphorus	Monitor & Report	XXX	XXX
Total Suspended Solids	31	60	75
Oil and Grease	15	XXX	30
Total Cadmium	0.26	0.69	0.9
Total Chromium	1.71	2.77	4.3
Total Copper	2.07	3.38	5.2
Total Lead	0.43	0.69	1.08
Total Nickel	2.38	3.98	6.0
Total Silver	0.24	0.43	0.6
Total Zinc	1.48	2.61	3.7
Total Cyanide	0.65	1.2	1.6
Total Toxic Organics	XXX	2.13	XXX

   In addition, the recommended monitoring parameters for Outfall 002 for the discharge of stormwater are: pH, Oil & Grease, Total Suspended Solids, Total Zinc, Total Nickel and Total Chromium.

   Individuals may make an appointment to review the DEP files on this case by calling. Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   The EPA waiver is not in effect.

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

   PAS 224802, Industrial Stormwater SIC 2421, Bruce Charles Sawmill, 500 Sawmill Road, Benton, PA, 17814.

   This proposed facility is located in Pine Township, Columbia County.

   Description of Proposed Activity: This proposed action is for the issuance of a permit for discharge of stormwater runoff from a sawmill.

   The receiving stream, Kline Hollow Run, is in the Fishing Creek watershed (SWP 5C) and is classified for: Exceptional Value. The nearest downstream public water supply intake for, located on Fishing Creek is 10 miles below the point of discharge.

   The proposed effluent limits for Outfalls 001 and 002 are based on Best Management Practices.

   PA0026310, Sewerage SIC 4952, Clearfield Municipal Authority, 107 East Market Street, Clearfield, PA 16830.

   This proposed facility is located in Lawrence Township, Clearfield County.

   Description of Proposed Activity: This proposed action is for the renewal of a NPDES permit for the discharge of treated sewage effluent.

   The receiving stream, the West Branch Susquehanna River, is in the 8-B Chest Watershed and classified for warm water fishery and aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 based on a design flow of 4.5 mgd:

	Concentration (mg/l)
	Average	Average	Instantaneous
Parameter	Monthly	Weekly	Maximum
CBOD5	25	40	50
TSS	30	45	60
Chlorine Res. (T)	0.5		1.6
Fecal Coliforms
(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 at all times

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

   1.  Combined Sewer Overflow (CSO) monitoring.

   PAS804801, Industrial Waste, SIC Code 4512,4513,45,22,4581, University Park Airport/PSU, 2535 Fox Hill Road, University Park, PA 16802.

   This proposed permit is for an existing facility is located in Benner Township, Centre County.

   Description of Industrial Activity: The permittee is classified as a regional airport facility served by commuter airlines, cargo transport and general aviation services. Industrial activities include those typically found at airports such as aircraft refueling, washing, maintenance and deicing.

   The receiving streams, Spring Creek and Buffalo Creek, are in the State Water Plan watershed (9-C) and are classified for High-Quality Cold Water Fisheries. The nearest downstream public water supply intake for future assumed intake located on Bald Eagle Creek is approximately 31 river miles below the point of discharge.

   The proposed effluent limits for all Outfalls are based on a design flow of which varies with storm rainfall intensity.

   This permit establishes effluent limitations in the form of implemented Best Management Practices (BMPs) such as Preparedness, Prevention and Contingency Plans and Erosion and Sedimentation Control Plans which restrict the rates and quantities of pollutants discharged into surface waters of the Commonwealth.

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

   1.  De-icing Facility Upgrade Compliance Schedule and Outfall 001 Monitoring Activities.

   PA0228443, CAFO 0241, Paul Dotterer & Sons Inc., 6795 Nittany Valley Road, Mill Hall, PA 17751.

   This existing facility is located in Potter Township, Clinton County.

   Description of Existing Activity: Concentrated animal feeding operation (CAFO) for 1,141.7 animal equivalent units (AEU) of dairy cows, heifers, young stock, young heifers and calves.

   The receiving stream, Cedar Run, is in the State Water Plan watershed 9C Watershed and classified for High Quality Cold Water Fishes (HQ-CWF).

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

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