NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[35 Pa.B. 6001]

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 ?
PA0033669 Sewage	Martin Oley Valley View Park R. R. 4 P. O. Box 297C Dallas, PA 18612	Luzerne County Dallas Township	UNT to Abraham's Creek (5B)	Y
PA0063428	Blue Mountain Ski Area P. O. Box 201 Palmerton, PA 18071	Carbon County Lower Towamensing Township	Buckawha Creek (2B)	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 ?
PA0088536 (Sew)	Camp Hebron 957 Camp Hebron Road Halifax, PA 17032-9520	Dauphin County Halifax Township	Powell Creek/6-C	Y
PA0081370 (Sew)	Timeless Towns of America, Inc. 2636 Emmitsburg Road Gettysburg, PA 17325	Adams County Cumberland Township	UNT to Marsh Creek/13-D	Y
PA0087041 (Sew)	Klass Bakker, Inc. 576 Yellow Hill Road Narvon, PA 17555-9335	Lancaster County Brecknock Township	UNT to Black Creek/7-J	Y
PA0008826 (IW)	A. P. Green Refractories, Inc. 400 Fairway Drive Moon Township, PA 15108	Blair County Greenfield Township	Boiling Spring Run/11-A	Y
PA0084212 (Sew)	Leacock Township Sewer Authority P. O. Box 558 Intercourse, PA 17534	Lancaster County Leacock Township	Muddy Run/7-J	Y
PA0010375 (IW)	Lehigh Cement Company 200 Hokes Mill Road York, PA 17404-5540	York County West Manchester Township	UNT to Cordorus Creek/7-H	Y
PA0088421 (SEW)	Patrick Gibson 2887 Chaneysville Road Clearville, PA 15535	Bedford County Southhampton Township	Dry Swale to Town Creek/ 13-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.

   PA0055468, Dyer and MaryAnn Highley, d/b/a as Pleasant Run Mobile Home Park Sewage Treatment Plant (STP), Route 663 and Little Road, Perkiomenville, PA 18074. This facility is located in New Hanover Township, Montgomery County.

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

   The receiving stream, Deep Creek, is in the State Water Plan watershed 3E- Perkiomen and is classified for TSF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 5,300 gpd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Average	Average	Average	Instantaneous
Parameters	Monthly	Weekly	Monthly	Weekly	Maximum (mg/l)
CBOD5			25		50
Total Suspended Solids			30
NH3 as N			10		60
Phosphorus as P			2.0		20
Fecal Coliform			200 #/100 ml		4.0
Dissolved Oxygen			5.0 (Min.)
Total Residual Chlorine			0.50
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.

   PA0051926, Industrial Waste, SIC 4911, Exelon Generation Company, LLC, 200 Exelon Way, Kennett Square, PA 19348.

   Description of Proposed Activity: Wastewater flow includes discharge of cooling water from two cooling towers serving Limerick Nuclear Power Plant and stormwater associated with industrial activities in Limerick Township, Montgomery County.

   The receiving streams are Schuylkill River, Possum Hollow Run and Sanatoga Creek located in the State Water Plan Watershed 3D. The streams are classified for WWF. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on Schuylkill River 2.0 miles below the point of discharge.

   The proposed effluent limits for Outfall 001, based on an average flow of 10.7 mgd are as follows:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Total Suspended Solids	30	60	75
Temperature			110°F
Total Residual Oxidants		0.2	0.5
Spectrus CT1300	0.2	0.4	0.5
pH (Standard Units)	6.0		9.0
	Instantaneous Minimum
Cadmium, Total	Monitor	Monitor	Monitor

   The proposed effluent limits for Outfalls 003 and 005, based on a maximum daily flow of 1.1 mgd from turbine system drain down are as follows:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Total Suspended Solids	Monitor	Monitor	Monitor
Temperature			110°F
Total Residual Oxidants		0.2	0.5
pH (Standard Units)	6.0 Instantaneous Minimum		9.0
Spectrus CT1300	0.2	0.4	0.5

   The proposed effluent limits for discharge of stormwater through Outfalls 002, 004, 006--008, 009, 021 and 022 associated with industrial activities are as follows:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
CBOD5		Monitor
COD		Monitor
Oil and Grease		Monitor
pH		Monitor
Suspended Solids		Monitor
Total Kjeldahl Nitrogen		Monitor
Total Phosphorus		Monitor
Iron (Dissolved)		Monitor

   The proposed effluent limits for discharge of wastewater through Outfall 012, based on a maximum flow of 0.5 mgd during dredging operation of the Schuylkill River Pump House are as follows:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Oil and Grease		Monitor
pH		Monitor
Total Suspended Solids	Monitor	100
Total Iron		7.0
Iron (Dissolved)		Monitor

   The proposed effluent limits for Outfall 020, based on discharge from the storage tank containing Perkiomen Creek Water for cooling towers are as follows:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Total Suspended Solids	Monitor	100	Monitor
pH (Std Unit)	6.0 Instantaneous Minimum		9.0

   The proposed effluent limits for Outfall 023, based on a maximum discharge of 0.4 mgd from the emergency overflow vents of the cooling towers are as follows:

	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Total Suspended Solids	Monitor	100	Monitor
Total Residual Oxidants		0.2	0.5
pH (Std Unit)	6.0 Instantaneous Minimum		9.0
Spectrus CT1300	0.2	0.4	0.5

   The EPA waiver is in effect. In addition to the effluent limits, the permit contains the following major special conditions:

   1.  Remedial Measures.
   2.  BAT/ELG Reopener.
   3.  Disposal of Sludge.
   4.  TMDL/WLA Analysis.
   5.  Requirements for Stormwater Outfalls.
   6.  Laboratory Certification.
   7.  Certain Chemical Additives.
   8.  Thermal Impact of Outfall 001 upon Schuylkill River.
   9.  Radioactive Release Report to the Department of Environmental Protection's Bureau of Radiation Protection.
   10.  NO PCB Compounds.
   11.  Credits for Total Suspended Solids during the use of Spectrus DT1400 Additive.
   12.  Cooling Water Intake Structure.

   PA0050423, Sewage, SIC 4952, Sisters, Servants of the Immaculate Heart of Mary, 1140 King Road, Immaculate, PA 19345-0200. This proposed facility is located in East Whiteland Township, Chester County.

   Description of Proposed Activity: Renewal of an NPDES permit to discharge treated sewage from Villa Maria STP.

   The receiving stream, a UNT to Ridley Creek, is in the State Water Plan watershed 3G and is classified for HQ-TSF, water supply, aquatic life and recreation. The nearest downstream public water supply intake for Aqua, PA main system is located on Ridley Creek 15.0 miles below the point of discharge.

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

	Concentration (mg/l)
	Average	Instantaneous
Parameters	Monthly	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	20	40
(11-1 to 4-30)	25	50
TSS	30	60
NH3-N
(5-1 to 10-31)	2.0	4.0
(11-1 to 4-30)	6.0	12.0
TRC	0.14	0.32
Dissolved Oxygen		6.0 (Instantaneous Minimum)
Fecal coliform	200 colonies/100 ml as a geometric mean
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.  Abandon STP When Municipal Sewers Available.
   3.  Remedial Measures if Unsatisfactory Effluent.
   4.  No Stormwater.
   5.  Acquire Necessary Property Rights.
   6.  Change of Ownership.
   7.  Chlorine Minimization.
   8.  Proper Sludge Disposal.
   9.  2/Month Sampling.
   10.  Instantaneous Maximum.
   11.  Laboratory Certification.

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

   PA0026921, Sewage, Greater Hazleton Joint Sewer Authority, P. O. Box 651, Valmont Industrial Park, Hazleton, PA 18201-0651. This proposed facility is located in West Hazleton Borough, Luzerne County.

   Description of Proposed Activity: Renewal permit to discharge 8.9 mgd of treated sewage.

   The receiving stream, Black Creek, is in the State Water Plan watershed No. 5D (Nescopeck) and is classified for CWF. The nearest downstream public water supply intake for Danville Water Authority is located on North Branch Susquehanna River.

   The proposed effluent limits for Outfall 001 based on a design flow of 8.9 mgd

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
Fecal Coliform
(5-1 to 9-30)	200/100 ml		1,000/100 ml
(10-1 to 4-30)	2,000/100 ml		10,000/100 ml
pH	6.0 to 9.0 standard units at all times.
Total Residual Chlorine	.5		1.0
Ammonia-N	Report	Report	Report
Kjeldahl-N	Report	Report	Report
Nitrite-N/Nitrate N	Report	Report	Report
Total Nitrogen	Report	Report	Report
Total Phosphorus	Report	Report	Report
Total Nitrogen	Annual Mass Load of 216,739 lb. limit for years 4 and 5 of permit.
Total Phosphorus	Annual Mass Load of 27,092 lb. limit for years 4 and 5 of permit.

   Outfalls 101--103 (stormwater)*

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
CBOD5				Report
Chemical Oxygen Demand				Report
Oil and Grease				Report
pH				Report
Total Suspended Solids (TSS)				Report
Total Kjeldahl Nitrogen (TKN)				Report
Total Phosphorus				Report
Iron (dissolved)				Report

   *Permittee has the option to perform annual inspection of facility in lieu of annual monitoring.

   Point Sources 002--016 (except 007) serve as combined sewer reliefs necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and/or the treatment plant. In accordance with the Department of Environmental Protection's EPA approved CSO strategy, a special permit requirements is included in Part C of this permit.

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

   Sludge disposal, pretreatment operations and reporting requirements, combined sewer overflows and stormwater.

   The EPA waiver is not in effect.

   PA0046388, Sewage, Butler Township, 415 West Butler Drive, Drums, PA 18222. This proposed facility is located in Butler Township, Luzerne County.

   Description of Proposed Activity: Increase discharge of treated sewage from 0.6 mgd to 2.2 mgd.

   The receiving stream, Nescopeck Creek, is in the State Water Plan watershed No. 5D and is classified for TSF. The nearest downstream public water supply intake for Danville Water Supply is located on Susquehanna River is approximately 30 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.6 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
NH3-N (5-1 to 10-31)	12.0		24.0
Dissolved Oxygen	A 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		2.0
Ammonia-N	Report
Kjeldahl-N	Report
Nitrate-N/Nitrite-N	Report
Total Nitrogen	Report
Total Phosphorus	Report
Total Nitrogen	Report annual mass load.
Total Phosphorus	Report annual mass load.

   The proposed effluent limits for Outfall 001 based on a design flow of 2.2 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
NH3-N
(5-1 to 10-31)	4.7		9.3
(11-1 to 4-30)	14.0		28.0
Dissolved Oxygen	A 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	0.28		0.65
Ammonia-N	Report
Kjeldahl-N	Report
Nitrate-N/Nitrite-N	Report
Total Nitrogen	Report
Total Phosphorus	Report
Total Nitrogen	Annual mass load of 18,021 lbs/yr limit after completion of plant upgrades.
Total Phosphorus	Annual mass load of 2,021 lbs/yr limit after completion of plant upgrades.

   In addition to the effluent limits, the permit contains the following major special conditions: Initial Whole Effluent Toxicity Testing Monitoring.

   PA0070041, Sewage, Mahanoy City Sewer Authority, 130 East Center Street, P. O. Box 215, Mahanoy City, PA 17948. This proposed facility is located in Mahanoy Township, Schuylkill County.

   Description of Proposed Activity: Renewal of NPDES permit.

   The receiving stream, Mahanoy Creek, is in the State Water Plan watershed No. 6B and is classified for WWF. The nearest downstream public water supply intake for Dauphin Consolidated Water Company is located on Susquehanna River over 50 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 1.38 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
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	0.5		1.2
Ammonia-N	Monitor and Report
Kjeldhal -N	Monitor and Report
Nitrite-N	Monitor and Report
Nitrate-N	Monitor and Report
Total Nitrogen	Monitor and Report	10/2005 to 9/2008
Total Phosphorus	Monitor and Report	10/2005 to 9/2008
Total Nitrogen	18,995 lbs/year	10/2008 to 9/2010
Total Phosphorus	2,374 lbs/year	10/2008 to 9/2010

   In addition to the effluent limits, the permit contains the following major special conditions: combined sewer overflow.

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

   PA0094111, Sewage, Rimco Properties, Inc., 100 Sandune Drive, Pittsburgh, PA 15239. This application is for renewal of an NPDES permit to discharge treated sewage from Wellington Estates Mobile Home Park STP in Washington Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as tributary of Thorn Run, which are classified as a HQ-CWF 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 Westmoreland County Municipal Authority on Beaver Run Reservoir.

   Outfall 001: existing discharge, design flow of 0.03 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	10			20
Suspended Solids	10			20
Ammonia Nitrogen
(5-1 to 10-31)	3.0			6.0
(11-1 to 4-30)	9.0			18.0
Phosphorus	2.0			4.0
Nitrite-Nitrate	10			20
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
Total Residual Chlorine	1.4			3.3
Dissolved Oxygen	not less than 5.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0205249, Sewage, Timber Creek Farms Homeowners Association, P. O. Box 186, Warrendale, PA 15086-0186. This application is for renewal of an NPDES permit to discharge treated sewage from Timber Creek Farms STP in Marshall Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Big Sewickley Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Nova Chemicals, Beaver Valley Plant on the Ohio River.

   Outfall 001: existing discharge, design flow of 0.0112 mgd.

		Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	2.0			4.0
(11-1 to 4-30)	3.0			6.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as a geometric mean
Total Residual Chlorine	0.03			0.06
Dissolved Oxygen	not less than 6 mg/l
PH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0090395, Industrial Waste, SIC, 4941, Indiana County Municipal Services Authority, 827 Water Street, Indiana, PA 15701. This application is for renewal of an NPDES permit to discharge treated backwash waters from rinsing filters and softener discharge from Iselin Water Treatment Plant in Young Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Harpers Run, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Buffalo Township Municipal Authority located at Freeport approximately 25 miles below the discharge point.

   Outfall 00: existing discharge, design flow of 0.002 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Suspended Solids			30		60
Total Iron			2		4
Aluminum (T)			4		8
Manganese (T)			1		2
Total Residual Chlorine			0.5		1
pH		not less than 6.0 nor greater than 9.0

   Other Conditions: DMR submittal address, residual waste management condition, chlorine minimization and chemical additives.

   The EPA waiver is in effect.

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

   PA0026271, Sewage. Meadville Area Sewage Authority, 984 Water Street, Meadville, PA 16335. This facility is located in Meadville City, Crawford County.

   Description of Proposed Activity: Renewal of an existing discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Emlenton Water Company is located on the Allegheny River and is approximately 60 miles below point of discharge.

   The receiving stream, the French Creek, is in watershed 16-D and classified for WWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 7.3 mgd.

	Loadings		Concentrations
	Average	Average	Average	Average	Instantaneous
Parameters	Monthly (lb/day)	Weekly (lb/day)	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
Flow
CBOD5
(5-1 to 10-31)	1,218	1,826	20	30	40
(11-1 to 4-30)	1,522	2,435	25	40	50
Total Suspended Solids	1,826	2,739	30	45	60
NH3-N
(5-1 to 10-31)	578		9.5		19
Copper	1.5		0.024		0.05
Phosphours as ''P''
(year-round)	122		2.0		4.0
Fecal Coliform
(5-1 to 9-30)			200		1,000
(10-1 to 4-30)			2,000		10,000
Dissolved Oxygen		3
pH		6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 007 are based on a design flow of N/A mgd.

	Loadings		Concentrations
	Average	Average	Average	Average	Instantaneous
Parameters	Monthly (lb/day)	Weekly (lb/day)	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
	This outfall shall be composed entirely of nonpolluting stormwater runoff in accordance with Special Condition 5.

   The EPA waiver is not in effect.

   PA0005304, Industrial Waste. United Refining Company, 15 Bradley Street, Warren, PA 16365. This proposed facility is located in Warren, Warren County.

   Description of Proposed Activity: from an existing and expanded discharge of treated industrial waste and stormwater.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is the Emlenton Water Company and the Allegheny River and Glade Run located approximately 96 miles below point of discharge.

   The receiving streams, the Allegheny River and Glade Run, are in watershed 16-B and classified for WWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.844 mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow (mgd)
TSS**	515	810			180
BOD5**	645	1,165			225
Chemical Oxygen Demand**	4,520	8,710			1,605
Ammonia-Nitrogen	350	775			125
Sulfide	3	7.5			1.2
Total Chromium**	2.8	8.2			0.99
Hexavalent Chromium**	0.23	0.52			0.082
Phenolic Compounds (4AAP)**	2.4	8.7			0.85
Oil and Grease**	185	350	15	30	30
Spectrus NX 1103	2.75		0.39		0.98
Spectrus OX 1200	5		0.71		1.8
Ferric Chloride	630		90		225
pH			within 6 to 9 standard units at all times

   The proposed effluent limits for Outfall 001--with coker based on a design flow of 1.32 mgd

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly(lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow (mgd)
TSS**	605	945			135
BOD5**	755	1,360			170
Chemical Oxygen Demand**	5,280	10,180			1,195
Ammonia-Nitrogen	410	905			90
Sulfide	3.5	8.5			0.9
Total Chromium**	5.1	14.7			1.16
Hexavalent Chromium**	0.41	0.94			1.16
Phenolic Compounds (4AAP)**	4.3	10			0.98
Oil and Grease**	220	410	15	30	30
Spectrus NX 1103	2.9		0.26		0.65
Spectrus OX 1200	5		0.46		1.15
Steamate NF 4630	89		8.1		20
Ferric Chloride	650		59		147
pH			within 6 to 9 standard units at all times

   The proposed effluent limits for Outfall 003 based on a design flow of 5.744 mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly(lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				5
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 004 based on a design flow of 0.35 mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly(lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				5
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 005 based on a design flow of 3 mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				5
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 006 based on a design flow of 2.2 mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				5
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00A based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00L based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00M based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00D based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00E based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00F based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00G based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00H based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00J based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00P based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 00Q based on a design flow of n/a mgd.

	Loadings		Concentrations
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly (lb/day)	Daily (lb/day)	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow
TOC				110	138
Oil and Grease			15		30
pH			6.0 to 9.0 standard units at all times

   The EPA waiver is not in effect.

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