NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[35 Pa.B. 4930]

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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   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 ?
PA0029041 (Sew)	Penn West Conference UCC Camp Living Waters 300 Camp Living Water Road Schellsburg, PA 15559-8379	Bedford County Napier Township	Shawnee Branch/11-C	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 ?
PA0035548	PW Hardwood, LLC 11424 Route 36 Brookville, PA 15825	Rose Township Jefferson County	Beaver Run 17-C	Y
PA0101478	SNPJ Recreation Center 270 Martin Road Enon Valley, PA 16120-4614	North Beaver Township Lawrence County	Tributary to Sugar Creek 20-B	Y
PA0221783	Crystal Springs Estates Mobile Home Park 201 Crystal Lane P. O. Box 145 Forestville, PA 16035	Mercer Township Butler County	McDonald Run 20-C	Y
PA0033821	Pymatuning Laboratory of Ecology 13142 Hartstown Road Linesville, PA 16424	North Shenango Township Crawford County	Pymatuning Reservoir 20-A	Y
PA0031879	Pittsburgh District Church of the Nazarene 177 North Road Butler, PA 16001	Franklin Township Butler County	UNT to Mulligan Run 20-C	Y

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

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   Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.

   PA0026603, Sewage, SIC 4952, Borough of Ambler, 122 East Butler Avenue, Ambler, PA 19002-4476. This existing facility is located in Upper Dublin Township, Montgomery County.

   Description of Proposed Activity: Issuance of NPDES renewal permit for an existing discharge of treated sewage.

   The receiving stream, Wissahickon Creek, is in the State Water Plan watershed 3F and is classified for: TSF, MF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Philadelphia Water Department is located on the Schuylkill River, approximately 12.95 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 6.5 mgd.

	Average	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	10	15		20
(11-1 to 4-30)	20	30		40
Total Suspended Solids	30	45		60
NH3-N
(5-1 to 10-31)	1.5			3.0
(11-1 to 4/30)	4.5			9.0
Dissolved Oxygen	7.0, I-min.
pH (Std. Units)	6.0, I-min.
Fecal Coliform (#col/100 ml)	200			9.0
Phosphorus as P:
(Issuance through Yr 2)	Monitor
(Yr 3 through Expiration)	2.0			4.0
Aluminum, Total	Monitor		Monitor
Copper, Total	Monitor		Monitor
Chromium
Hexavalent	Monitor		Monitor
Total	Monitor		Monitor
Silver, Total	Monitor		Monitor
Lead, Total	Monitor		Monitor
Arsenic, Total	Monitor		Monitor
Cadmium, Total	Monitor		Monitor
Mercury, Total	Monitor		Monitor

	Average	Average	Maximum	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Nickel, Total	Monitor		Monitor
Zinc, Total	Monitor		Monitor
Cyanide, Free	Monitor		Monitor
Selenium, Total	Monitor		Monitor
Phenolics, Total	Monitor		Monitor
Total Residual Chlorine	0.1			0.3
(NO2+NO3) as N	Monitor

   The proposed effluent limits for Stormwater Outfall 006 are based on a design flow of an average storm event:

	Average	Average	Maximum	Instantaneous
Parameters	Annual (mg/l)	Semi-Annual (mg/l)	Daily (mg/l)	Maximum (mg/l)
CBOD5	Monitor		Monitor
COD	Monitor		Monitor
Oil and Grease	Monitor		Monitor
pH	Monitor		Monitor
Total Suspended Solids	Monitor		Monitor
Total Kjeldahl Nitrogen	Monitor		Monitor
Total Phosphorus	Monitor		Monitor
Iron, Dissolved	Monitor		Monitor
Fecal Coliform (#col/100 ml)	Monitor		Monitor

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

1.  Stormwater Requirements.
2.  Pretreatment Program.
3.  Upstream Monitoring.
4.  Specification of Test Methods.
5.  Definition of Average Weekly.
6.  Remedial Measures if Public Nuisance.
7.  No Stormwater to Sanitary Sewers.
8.  Necessary Property Rights.
9.  Instantaneous Maximum Limitations.
10.  Proper Sludge Handling.
11.  Whole Effluent Toxicity Testing with Renewal.
12.  Notification of Designation of Responsible Operator.

   The EPA waiver is not in effect.

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

   Application No. PAS 203501, Stormwater, SIC Code 3322, 3365, 3321 and 3366, Buck Company, Incorporated Foundry, 897 Lancaster Pike, Quarryville, PA 17566. This facility is located in Providence Township, Lancaster County.

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

   The receiving stream, UNTs of Conowingo Creek and Fishing Creek, is in Watershed 7-K, and classified for HQ-CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is the Naval Training Center located on the Susquehanna River, approximately 27 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for stormwater are:

Parameter	Maximum Daily
	(mg/l)
CBOD5	Monitor
COD	Monitor
Oil and Grease	Monitor
pH	Monitor
TSS	Monitor
Total Lead	Monitor
Total Chromium	Monitor
Total Copper	Monitor
Total Cadmium	Monitor
Total Arsenic	Monitor
Total Aluminum	Monitor
Total Iron	Monitor

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

   The EPA waiver is in effect.

   Application No. PA 0082732, Sewage, East St. Clair Township Municipal Authority (Stone Creek Wastewater Treatment Plant), P. O. Box 55, Fishertown, PA 15539-0055. This facility is located in East St. Clair Township, Bedford County.

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

   The receiving stream, Dunning Creek, is in Watershed 11-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Saxton Municipal Authority is located on the Raystown Branch Juniata River, approximately 62 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.112 mgd are:

	Mass (lbs)			Concentration (mg/l)
Parameter	Average	Average	Total	Average	Average	Instantaneous
	Monthly	Weekly	Monthly	Monthly	Weekly	Maximum
CBOD5	23.4	37.4		25	40	50
Total Suspended Solids	28.0	42.0		30	45	60
Dissolved Oxygen				minimum of 5.0 at all times
pH				from 6.0 to 9.0 inclusive
NO2-N	Report		Report
NO3-N	Report		Report
Total Kjeldahl Nitrogen	Report		Report
Total Nitrogen	Report		Report
Total Phosphorus	Report		Report
Fecal Coliform
(5-1 to 9-30)				200/100 ml as a geometric average
(10-1 to 4-30)				14,000/100 ml as a geometric average

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

   The EPA waiver is in effect.

   Application No. PA 0082694, Sewage, East St. Clair Township Municipal Authority (Fishertown Wastewater Treatment Plant), P. O. Box 55, Fishertown, PA 15539-0055. This facility is located in East St. Clair Township, Bedford County.

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

   The receiving stream, Dunning Creek, is in Watershed 11-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Saxton Municipal Water Authority is located on the Raystown Branch Juniata River, approximately 59 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.112 mgd are:

	Mass (lbs)			Concentration (mg/l)
Parameter	Average	Average	Total	Average	Average	Instantaneous
	Monthly	Weekly	Monthly	Monthly	Weekly	Maximum
CBOD5	23.4	37.4		25	40	50
Total Suspended Solids	28.0	42.0		30	45	60
Dissolved Oxygen				minimum of 5.0 at all times
pH				from 6.0 to 9.0 inclusive
NO2-N	Report		Report
NO3-N	Report		Report
Total Kjeldahl Nitrogen	Report		Report
Total Nitrogen	Report		Report
Total Phosphorus	Report		Report
Fecal Coliform
(5-1 to 9-30)				200/100 ml as a geometric average
(10-1 to 4-30)				14,000/100 ml as a geometric average

   Individuals 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.

   Application No. PA 0247740, Sewage, Big Spring Fish and Game, P. O. Box 81, Newville, PA 17241. This facility is located in North Newton Township, Cumberland County.

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

   The receiving stream, Conodoguinet Creek, is in Watershed 7-B, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is located on the Conodoguinet Creek, approximately 22.7 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.0006 mgd are:

	Average	Instantaneous
Parameter	Monthly (mg/l)	Maximum (mg/l)
CBOD5	25	50
Total Suspended Solids	30	60
Total Residual Chlorine	Monitor and Report
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

   Individuals 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.

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

   PA-0065013, Industrial, Municipal Authority of the Township of Blythe, 375 Valley Street, New Philadelphia, PA 17959. This proposed facility is located in Blythe Township, Schuylkill County.

   Description of Proposed Activity: Issuance of an NPDES Permit.

   The receiving stream, Silver Creek, is in the State Water Plan watershed No. 3A and is classified for CWF. The nearest downstream public water supply intake for Pottstown Borough Water Authority is located on Schuylkill River.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.038 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
Flow	Monitor and Report
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	not less than 6.0 Std. Units nor greater than 9.0 Std. Units at all times
Total Residual Chlorine			0.5	1.0

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

   PA0040312, Industrial Waste, SIC 3341, Molycorp, Inc., 300 Caldwell Avenue, Washington, PA 15301. This application is for a renewal of an NPDES permit to discharge treated contaminated groundwater and stormwater runoff from the Washington Plant in Canton Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, Chartiers Creek, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is West View Municipal Authority, located at 210 Perry Highway, Pittsburgh, PA 15229, approximately 45 miles below the discharge point.

   Outfall 001: existing discharge, interim effluent limits.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
TSS			30		100
Oil and Grease			15		30
Cadmium (T)			0.15		0.34
Silver (T)			0.17		1.41
Zinc (T)			0.61		1.46
Iron (T)			2.0		4.0
Molybdenum			10		20
Sulfate				Monitor and Report
TRC			0.5		1.0
pH	not less than 6.0 nor greater than 9.0 at all times

   The EPA waiver is in effect.

   Outfall 001: existing discharge, final effluent limits.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
This discharge shall consist solely of those sources previously monitored at IMP101 and IMP201.
TSS			Monitor and Report
Oil and Grease			Monitor and Report
Cadmium (T)			Monitor and Report
Silver (T)			Monitor and Report
Zinc (T)			Monitor and Report
Iron (T)			Monitor and Report
Molybdenum			Monitor and Report
Sulfate			Monitor and Report
pH	not less than 6.0 nor greater than 9.0 at all times

   Outfall 101: new discharge, interim effluent limits.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Suspended Solids			10		20
Iron, total			3.5		7.0
Iron, dissolved					7.0
Manganese			2.0		4.0
Aluminum			1.5		3.0
Cadmium			0.009		0.018
Silver			0.008		0.016
Zinc			0.235		0.470
Molybdenum			10		20
Mercury			0.00035		0.00070
Pentachlorophenol				Not Detectable
Benzene				Not Detectable
Carbon Tetrachloride				Not Detectable
Chlorform				Not Detectable
Methylene Chloride				Not Detectable
Vinyl Chloride				Not Detectable
Napthalene				Not Detectable
pH	not less than 6.0 nor greater than 9.0 at all times

   Outfall 101: new discharge, final effluent limits.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Suspended Solids			10		20
Iron,
Total			3.5		7.0
Dissolved					7.0
Manganese			2.0		4.0
Aluminum			1.5		3.0
Cadmium			0.009		0.018
Silver			0.008		0.016
Zinc			0.235		0.470
Molybdenum			1.2		2.4
Mercury			0.00035		0.00070
Pentachlorophenol				Not Detectable
Benzene				Not Detectable
Carbon Tetrachloride				Not Detectable
Chlorform				Not Detectable
Methylene Chloride				Not Detectable
Vinyl Chloride				Not Detectable
Napthalene				Not Detectable
pH	not less than 6.0 nor greater than 9.0 at all times

   Outfall 201: new stormwater discharge

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneos
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Suspended Solids			20		40
Iron			2.0		4.0
Cadmium			0.003		0.006
Silver			0.001		0.002
Zinc			0.5		1.0
Molybdenum			5.0		10.0
pH	not less than 6.0 nor greater than 9.0 at all times

   Outfall 002: existing discharge, interim effluent limits.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
TSS			30		100
Oil and Grease			15		30
Cadmium (T)			0.15		0.34
Silver (T)			0.17		0.41
Zinc (T)			0.61		1.46
Iron (T)			2.0		4.0
Total Residual Chlorine			0.5		1.0
Molybdenum			10		20
pH	not less than 6.0 nor greater than 9.0 at all times

   Outfall 002: existing discharge, final effluent limits.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneos
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
TSS			30		100
Oil and Grease			15		30
Cadmium (T)			0.15		0.34
Silver (T)			0.17		0.41
Zinc (T)			0.61		1.46
Iron (T)			2.0		4.0
Total Residual Chlorine			0.5		1.0
Molybdenum			1.2		2.4
pH	not less than 6.0 nor greater than 9.0 at all times

   Outfall 003: new stormwater discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Total Suspended Solids			20		40
Iron			2.0		4.0
Cadmium			0.003		0.006
Silver			0.001		0.002
Zinc			0.5		1.0
Molybendum			5.0		10.0
pH	not less than 6.0 nor greater than 9.0 at all times

   PA0028177, Sewage, McCandless Township Sanitary Authority, 418 Arcadia Drive, Pittsburgh, PA 15237-5506. This application is for renewal of an NPDES permit to discharge treated sewage from A & B Sewage Treatment Plant in McCandless Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Pine 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 West View Borough Municipal Water Authority on the Ohio River.

   Outfall 001: existing discharge, design flow of 0.4 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5
(5-1 to 10-31)	20	30		40
(11-1 to 4-30)	25	38		50
Suspended Solids	30	45		60
Ammonia Nitrogen
(3-1 to 11-30)	1.5	2.3		3.0
(12-1 to 2-29)	3.0	4.5		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	0.22			0.72
Dissolved Oxygen	not less than 6.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: This STP is proposed to be abandoned in the near future, and the sewage flow conveyed to the permittee's Longvue STP No. 1, which will be expanded.

   The EPA waiver is in effect.

   PA0043036, Sewage, Pennsylvania Conference Association of Seventh Day Adventists, Inc., 720 Museum Road, Reading PA 19611. This application is for renewal of an NPDES permit to discharge treated sewage from Laurel Lake STP in Banks Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Straight 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 Armstrong Power Station on the Allegheny River.

   Outfall 001: existing discharge, design flow of 0.0105 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	15			30
Suspended Solids	25			50
Ammonia Nitrogen
(5-1 to 10-31)	3.0			6.0
(11-1 to 4-30)	9.0			18.0
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	1.1			2.7
Dissolved Oxygen	not less than 5.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: The following effluent limitations will apply if/when the treatment plant is expanded to a flow of 0.021 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	15			30
Suspended Solids	25			50
Ammonia Nitrogen
(5-1 to 10-31)	3.0			6.0
(11-1 to 4-30)	9.0			18.0
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	0.6			1.4
Dissolved Oxygen	not less than 6.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0090573, Sewage, Hempfield Suburban, LLC, 9073 Nemo Street, West Hollywood CA 90069. This application is for renewal of an NPDES permit to discharge treated sewage from Suburban Acres MHP STP in Hempfield Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Little 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 McKeesport Municipal Water Authority.

   Outfall 001: existing discharge, design flow of 0.072 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)	3.5			7.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 as a geometric mean
Dissolved Oxygen	not less than 6.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

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