NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[29 Pa.B. 27]

APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

[National Pollution Discharge Elimination System Program (NPDES)]

DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER

(Part I Permits)

   The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.

   When indicated, the EPA, Region III, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.

   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. Responses 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 relevant facts upon which it is based. A public hearing may be held if the responsible office considers the public response significant.

   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 this determination may be appealed to the Environmental Hearing Board.

   The application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the office indicated above the application.

   Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodations to participate in the proceeding, should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay service at (800) 654-5984.

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Applications for National Pollutant Discharge Elimination System (NPDES) Permit to Discharge to State Waters

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   Southeast Regional Office:  Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.

   PA 0055034.  Sewage, Barbara Hobyak-Tatta, 9 Hilldale Drive, Malvern, PA 19355.

   This application is for issuance of an NPDES permit to discharge treated sewage from Hobyak-Tatta residential SRSTP in Willistown Township, Chester County. This is an existing discharge to unnamed tributary to Crum Creek.

   The receiving stream is classified for the following uses: high quality cold water fishery, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:

	Average	Instantaneous
Parameter	Monthly (mg/l)	Maximum (mg/l)
CBOD5	25	50
Suspended Solids	30	60
Total Residual Chlorine	monitor/report	monitor/report
Fecal Coliform	200 colonies/100 ml as a geometric average
pH	within limits of 6.0--9.0 standard units at all times

   Other Conditions:

   The EPA waiver is in effect.

   PA 0036978.  Sewage, Telford Borough Authority, P. O. Box 209, Telford, PA 18969-0209.

   This application is for renewal of an NPDES permit to discharge treated sewage from the Telford Borough STP in Franconia Township, Montgomery County. This is an existing discharge to Indian Creek.

   The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001, based on an average flow of 0.95 mgd are as follows:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	20	30	40
(11-1 to 4-30)	25	40	50
Suspended Solids	30	45	60
Ammonia (as N)
(5-1 to 10-31)	1.5		3.0
(11-1 to 4-30)	3.0		6.0
Phosphorus (as P)
(4-1 to 10-31)	2.0		4.0
Total Residual Chlorine
(years 0-2)	monitor/report		monitor/report
(years 3-5)	0.01		0.03
Fecal Coliform	200 colonies/100 ml as a geometric average
Dissolved Oxygen	minimum of 5.0 mg/l at all times
pH	within limits of 6.0--9.0 standard units at all times
Total Copper	.019
Dissolved Copper	monitor/report
Total Lead	.0077
Dissolved Lead	monitor/report
Hardness, as CaCO3	monitor/report

   Other Conditions:

   The EPA waiver is in effect.

   Requirement to submit a toxics reduction evaluation.

   Submit a WQM Part II permit application for dechlorination or alternate disinfection facilities.

   A maximum monthly hydraulic capacity of 1.1 mgd effective upon issuance of a WQM Part II permit for the rerate.

   Northeast Region:  Environmental Protection Manager--Water Management--2 Public Square, Wilkes-Barre, PA 18711-0790, (717) 826-2553.

   PA 0045985-A1.  Sewerage, Mountaintop Area Joint Sanitary Authority, R. R. 4, Morio Drive, Mountaintop, PA 18707.

   This proposed action is for amendment of an NPDES permit to discharge treated sewage into Big Wapwallopen Creek in Dorrance Township, Luzerne County.

   The receiving stream is classified for the following uses: cold water fishery, 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 (PWS) considered during the evaluation is Danville Borough Water Co. located on the north branch of the Susquehanna River.

   The proposed effluent limits for Outfall 001 based on a design flow of 4.16 mgd are:

	Monthly		Instantaneous
Parameter	Average (mg/l)	Weekly Avg.	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	2.5	--	5
(11-1 to 4-30)	7.5	--	15
Dissolved Oxygen	A minimum of 5 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	maximum at .05 mg/l at all times
Total Fluoride	monitor/report		monitor/report
Copper	monitor/report		monitor/report

   The EPA waiver is not in effect.

   PA 0063118.  Industrial waste, SIC: 3084, Tri-Cel Plastics, 1149 Franklin Street, Old Forge, PA 18518.

   This proposed action is for renewal of an NPDES permit to discharge noncontact cooling water into St. Johns Creek in Old Forge Borough, Lackawanna County.

   The receiving stream is classified for the following uses: cold water fishery, water supply and recreation.

   For the purpose of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Danville Borough Water Authority on the Susquehanna River.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.003 mgd are:

	Monthly	Instantaneous
Parameter	Average (mg/l)	Maximum (mg/l)
pH	6.0 to 9.0 standard units at all times.
Oil/Grease	15 mg/l	30 mg/l

   The EPA waiver is in effect.

   Northcentral Region:  Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3666.

   PA 0209635.  SIC: 4952. United Salt Northeast, L.L.C., 4800 San Felipe, Houston, Texas 77056

   This proposed action is for issuance of an NPDES permit for the proposed discharge of treated sewage and salt evaporation process wastewater to Bear Creek, and stormwater to an unnamed tributary of Crooked Creek, in Tioga Township, Tioga County.

   The receiving streams are classified for the following uses: warm water fishery and aquatic life, water supply and recreation.

   For the purposes of modeling for TDS, NO₂-NO₃, fluoride and phenolics, the assumed nearest downstream potable water supply intake is the PA/NY state line. This assumed intake is 11.2 river miles downstream.

   The proposed effluent limits for Outfall 001, based on a design flow of up to 2.3 mgd, are:

   All discharges to Outfall 001 shall be monitored at internal monitoring locations.

   Internal Monitoring Point 101--salt evaporation process condenser water.

	Average		Daily	Instantaneous
Discharge Parameter	Monthly	Minimum	Averages	Maximum2
Flow (mgd)	report
Dissolved Oxygen		monitor
pH (Std units)		within the range 6.0 to 9.0
Total Dissolved Solids	monitor
Chloride	monitor
Temperature			monitor

   Internal Monitoring Point 201--Draw down of the retention basin. Discharge only allowed with Department approval after reviewing the test results for the following parameters prior to release.

		Average
Discharge Parameter		Monthly
Flow (mgd)	report
C-BOD5		monitor
Chemical Oxygen Demand		monitor
Oil/Grease		monitor
pH (Std units)		within the range 6.0 to 9.0
Total Kjedahl Nitrogen		monitor
Total Suspended Solids		monitor
Total Phosphorous		monitor
Dissolved Iron		monitor
Total Dissolved Solids		monitor
Chloride		monitor

   Outfall: 002--receives emergency stormwater overflow from a 24-hour-100 year frequency storm exceeding the holding capacity of the retention basin from the plant surface drainage.

   The proposed effluent limits, based on a design flow which varies, are:

	Average	Maximum		Average	Maximum
Discharge Parameter	Monthly	Daily	Minimum	Monthly	Daily
Flow (mgd)	report
C-BOD5				monitor
Chemical Oxygen Demand				monitor
Oil/Grease				monitor
pH (Std units)			within the range 6.0 to 9.0
Total Kjeldahl Nitrogen				monitor
Total Suspended Solids				monitor
Total Phosphorous				monitor
Dissolved Iron				monitor
Total Dissolved Solids				monitor
Chloride				monitor
sampling required during every storm event which exceeds the holding capacity of the retention basin.

   Outfall 003 and Outfall 004--receives stormwater from roof drains only within the manufacturing complex.

   The proposed effluent limits, based on a design flow which varies, are:

	Average	Maximum		Average	Maximum
Discharge Parameter	Monthly	Daily	Minimum	Monthly	Daily
Flow (mgd)	report
C-BOD5				monitor
Chemical Oxygen Demand				monitor
Oil/Grease				monitor
pH (Std units)			within the range 6.0 to 9.0
Total Kjeldahl Nitrogen				monitor
Total Suspended Solids				monitor
Total Phosphorous				monitor
Dissolved Iron				monitor
Total Dissolved Solids				monitor
Chloride				monitor

   Outfall 005--Package sewage treatment plant effluent. The proposed effluent limits, based on a design flow of 0.005 mgd, are:

Discharge				Average	Instantaneous
Parameter			Minimum	Monthly	Maximum2
Flow (mgd)	Report	Report
pH (Std Units)			Within the range 6.0 to 9.0
Total Cl2 Residual				2.0	4.6
CBOD5				10	20
TSS				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

   Other Conditions:  Requirement to implement Best Management Practices (BMP) to control stormwater discharges from outfalls 002, 003, 004.

   The EPA waiver is in effect.

   PA 0111953.  Sewerage, SIC: 4952, United Methodist Continuing Care S V C, Route 42, Laporte, PA 18626.

   This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Unnamed Tributary of Mill Creek in Laporte Borough, Sullivan County.

   The receiving stream is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located at Milton.

   The proposed effluent limits for Outfall 001 from permit effective date to permit effective date plus 3 years, based on a design flow of 0.015 mgd, are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25		50
TSS	30		60
Ammonia-N
(5-1 to 10-31)	4		8
(11-1 to 4-30)	12		24
Total Cl2 Residual	Report
Fecal Coliforms
(5-1 to 9-30)	200 col/100 ml as a geometric mean
(10-1 to 4-30)	2,000 col/100 ml as a geometric mean
pH	6.0 to 9.0 at all times

   The proposed effluent limits from permit effective date plus 3 years to permit expiration, based on a design flow of 0.015 mgd, are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25		50
TSS	30		60
Ammonia-N
(5-1 to 10-31)	4		8
(11-1 to 4-30)	12		24
Total Cl2 Residual	0.33		0.89
Fecal Coliforms
(5-1 to 9-30)	200 col/100 ml as a geometric mean
(10-1 to 4-30)	2,000 col/100 ml as a geometric mean
pH	6.0 to 9.0 at all times

   The EPA waiver is in effect.

   PA 0208914.  Sewerage, SIC: 4952, Strick Corporation, R. R. 8, Box 281, Danville, PA 17821.

   This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to an unnamed tributary of County Line Branch in Limestone Township, Montour County.

   The receiving stream is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO₂-NO₃, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Sunbury Municipal Authority located approximately 25 river miles downstream.

   The proposed effluent limits for Outfall 001, based on a design flow of 0.0046 mgd, are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5
(5-1 to 10-31)	10		20
(11-1 to 4-30)	20		40
TSS
(5-1 to 10-31)	10		20
(11-1 to 4-30)	20		40
Ammonia-N
(6-1 to 10-31)	3		6
(11-1 to 5-3)	6		12
Total Cl2 Residual	2		6.5
Fecal Coliforms	200 col/100 ml as a geometric mean
pH	6.0 to 9.0 at all times

   The EPA waiver is in effect.

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

   PAS326101.  Industrial waste, SIC: 3299, Innovative, Inc., U. S. Route 30, Box 185, Latrobe, PA 15650.

   This application is for an issuance of an NPDES permit to discharge stormwater from Innovative, Inc. in Unity Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, UN Tributary to Sewickley Creek, classified as a high quality cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation.

   Outfall 001, 002, 003:  new discharge, design flow of N/A mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Discharge consists of uncontaminated stormwater runoff only.

   The EPA waiver is in effect.

   PA 0028525.  Sewage, Bell Acres Municipal Sewage Authority, Municipal Building, 1151 Camp Meeting Road, Sewickley, PA 15143.

   This application is for renewal of an NPDES permit to discharge treated sewage from the Bell Acres Sewage Treatment Plant # 1 in Bell Acres Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Little Sewickley Creek, which are classified as a high quality trout stocked fishery 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 Arco Chemical Company BV Plant.

   Outfall 001:  existing discharge, design flow of 0.016 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	10	15		20
Suspended Solids	25	37.5		50
Ammonia Nitrogen
(5-1 to 10-31)	1.5	2.3		3
(11-1 to 4-30)	4.5	6.8		9
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
(1st month--36th month)	monitor and report
(37th month--expiration)	0.06			0.13
Dissolved Oxygen	not less than 5 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA 0030376.  Sewage, Bell Acres Municipal Sewage Authority, Municipal Building, R. D. 3, Camp Meeting Road, Sewickley, PA 15143.

   This application is for renewal of an NPDES permit to discharge treated sewage from Bell Acres STP No. 3 in Bell Acres Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Little Sewickley Creek, which are classified as a high quality trout stocked fishery 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: Arco Chemical Company BV Plant.

   Outfall 001:  existing discharge, design flow of 0.008 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	10	15		20
Suspended Solids	25	37.5		50
Ammonia Nitrogen
(5-1 to 10-31)	1.5	2.3		3
(11-1 to 4-30)	4.5	6.8		9
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
(1st month--36th month)	monitor and report
(37th month--expiration)	1.4			3.3
Dissolved Oxygen	not less than 5 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA 0038211.  Sewage, The Hempfield Township Municipal Authority, R. D. 6, Box 501, Greensburg, PA 15601.

   This application is for renewal of an NPDES permit to discharge treated sewage from the West Hempfield Plaza Sewage Treatment Plant in Hempfield Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Little Sewickley Creek, which are classified as a trout stock fishery 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 0.064 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	25	37.5		50
Suspended Solids	30	45		60
Ammonia Nitrogen
(5-1 to 10-31)	2.0	3.0		4.0
(11-1 to 4-30)	3.5	5.3		7.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000 as a geometric mean
Total Residual Chlorine
(1st month--36th month)	monitor and report
(37th month--expiration)	0.1			0.2
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.

   PA 0041301.  Sewage, Uniontown Area School District, 23 East Church Street, Uniontown, PA 15401.

   This application is for renewal of an NPDES permit to discharge treated sewage from the A. J. McMullen Middle School STP in Henry Clay Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Beaver Creek, which are classified as a high quality cold water fishery 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 North Fayette County Municipal Authority.

   Outfall 001:  existing discharge, design flow of .004 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	2.2			4.4
(11-1 to 4-30)	4.5			9.0
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
(1st month--36th month)	monitor and report
(37th month--expiration)	.21			.50
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.

   PA 0095435.  Sewage, Bell Acres Municipal Sewage Authority, Municipal Building, R. D. 3, Camp Meeting Road, Sewickley, PA 15143.

   This application is for issuance of an NPDES permit to discharge treated sewage from Bell Acres Borough STP No. 2 in Bell Acres Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Little Sewickley Creek, which are classified as a High Quality Trout Stocked fishery 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 Arco Chemical Company BV Plant.

   Outfall 001:  existing discharge, design flow of 0.028 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	10	15		20
Suspended Solids	10	15		20
Ammonia Nitrogen
(5-1 to 10-31)	1.5	2.3		3
(11-1 to 4-30)	3.7	5.6		7.4
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	2,000/100 ml as geometric mean
Total Residual Chlorine
(1st month--36th month)	monitor and report
(37th month--expiration)	0.05			0.11
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.

   PA 0097136.  Sewage, Laurel Land Development Ltd., P. O. Box 253, Hopwood, PA 15445.

   This application is for renewal of an NPDES permit to discharge treated sewage from the Hopwood Village Mobile Home Park Sewage Treatment Plant in North Union Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Redstone Creek, which are classified as a warm water fishery 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 Newell Municipal Authority on the Monongahela River (approximately RMI 51).

   Outfall 001:  existing discharge, design flow of 0.018 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	2.5			5.0
(11-1 to 4-30)	7.5			15.0
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
(1st month--36th month)	monitor and report
(37th month--expiration)	0.2			0.5
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.

   PA 0097713.  Sewage, Catholic Institute of Pittsburgh, Gilmary Diocesan Center, 601 Flaugherty Run Road, Coraopolis, PA 15108.

   This application is for renewal of an NPDES permit to discharge treated sewage from Gilmary Diocesan Center Sewage Treatment Plant in Findlay Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Flaugherty Run, which are classified as a warm water fishery 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 Midland Borough Water Authority.

   Outfall 001:  existing discharge, design flow of 0.013875 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	2.0			4.0
(11-1 to 4-30)	5.5			11.0
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
(1st month--36th month)	monitor and report
(37th month--expiration)	0.2			0.4
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.

   PA 0205761.  Sewage, S-2 Properties, P. O. Box 24509, Pittsburgh, PA 15234.

   This application is for issuance of an NPDES permit to discharge treated sewage from the Harshbarger Mobile Home Park Sewage Treatment Plant in Hanover Township, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Little Traverse Creek, which are clasified as a warm water fishery 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 Midland Borough Water Authority.

   Outfall 001:  existing discharge, design flow of 0.025 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	1.9			3.8
(11-1 to 4-30)	2.8			5.6
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
(1st month--36th month)	monitor and report
(37th month--expiration)	0.08			0.18
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.

   PA 0218031.  Sewage, Intercare Lakewood, Inc., 2575 Boyce Plaza, Pittsburgh, PA 15241.

   This application is for issuance of an NPDES permit to discharge treated sewage from Mansion House at Old Concord Village STP in Morris Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Short Creek, which are classified as a trout stocked fishery 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 Marianna Municipal Water Works on Tenmile Creek.

   Outfall 001:  new discharge, design flow of 0.0063 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD-5 Day	25			50
Suspended Solids	30			60
Ammonia Nitrogen
(5-1 to 10-31)	4.0			8.0
(11-1 to 4-30)	12.0			24.0
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	4,000/100 ml as a geometric mean
Dissolved Oxygen	not less than 3.0 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

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Proposed NPDES Permit Renewal Actions for Minor Sewage Discharges

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   The following parties have applied to renew their current NPDES permit(s) to allow the continued discharge of controlled wastewaters into the surface waters of this Commonwealth. The Department of Environmental Protection (Department) has made a tentative determination to renew these permits and proposes to issue them, subject to their current permit effluent limitations, and monitoring and reporting requirements, with appropriate and necessary updated requirements to reflect new or changed regulations and other requirements. The updates may include, but will not be limited to, applicable permit conditions and/or requirements addressing combined sewer overflows (CSOs), municipal sewage sludge management and total residual chlorine control (TRC). Any major changes to or deviations from the terms of the existing permit will be documented and published with the final Department actions.

   The EPA, Region III, Regional Administrator has waived the right to review or object to these proposed permit actions under the waiver provision 40 CFR 123.6E.

   Persons wishing to comment on the proposed permits are invited to submit a statement to the Field Office indicated as the office responsible, within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding these applications and proposed permit actions. Comments should include the name, address and telephone number of the writer and a brief statement to inform the Field Office of the basis of the comment and the relevant facts upon which it is based. A public hearing may be held if the Field Office considers the public response significant.

   Following the 30-day comment period, the Water Managaement Program Manager will make a final determination regarding the proposed permit action. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

   The permit renewal application and related documents, proposed effluent limitations and special conditions, comments received and other information are on Department's file. The documents may be inspected at, or a copy requested from, the Field Office that has been indicated above the application notice.

   Northeast Regional Office: Regional Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (717) 826-2511.

NPDES	Facility	County and	Tributary	New Permit
No.	Name and Address	Municipality	Stream	Requirements
PA0047198	Crown American Properties, L.P. Pasquerilla Plaza Johnstown, PA 15907-0879	Schuylkill New Castle Township	Unnamed Tributary to Mud Run	TRC

   Southcentral Regional Office: Water Management Program, 909 Elmerton Avenue--2nd Floor, Harrisburg, PA 17110, (717) 705-4707.

PA0085782	National Golf Properties 10 Stonehedge Drive Fleetwood, PA 19522	Berks Ruscombmanor Twp.	UNT of Furnace Creek	TRC
PA0085197	Kampel Enterprises, Inc. 8920 Carlisle Rd. Wellsville, PA 17365-0157	York Warrington Twp.	UNT to North Branch of Bermudian Creek	TRC

DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER

Applications under the Pennsylvania Clean Streams Law

(Part II Permits)

   The following permit applications and requests for plan approval have been received by the Department of Environmental Protection (Department). Persons objecting on the grounds of public or private interest to the approval of an application or submitted plan may file a written protest with the Department at the address indicated above each permit application or plan. Each written protest should contain the following: name, address and telephone number; identification of the plan or application to which the protest is addressed; and a concise statement in sufficient detail to inform the Department of the exact basis of the protest and the relevant facts upon which it is based. The Department may conduct a fact-finding hearing or an informal conference in response to any given protest. Each writer will be notified in writing of the time and place if a hearing or conference concerning the plan, action or application to which the protest relates is held. To insure consideration by the Department prior to final action on permit applications and proposed plans, initial protests and additions or amendments to protests already filed should be filed within 15 calendar days from the date of this issue of the Pennsylvania Bulletin. A copy of each permit application and proposed plan is on file in the office indicated and is open to public inspection.

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