NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[29 Pa.B. 1237]
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.
Where 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.
Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
PA 0055913. Industrial waste, Corco Chemical Corporation, Tyburn Road and Cedar Lane, Fairless Hills, PA 19030.
This application is for renewal of an NPDES permit to discharge cooling water and treated groundwater from Corco Chemical plant air stripper unit and neutralization system, located in Falls Township, Bucks County. This is an existing discharge to Corco Lake No. 1 and Corco Lake No. 2.
The receiving two lakes are classified as impoundments with no influent or effluent streams.
The proposed effluent limits for Outfall 001 to Corco Lake No. 1, based on an average flow of 7,200 gallons per day of treated groundwater are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Iron monitor monitor Benzene 0.001 0.002 0.0025 Chloroform 0.006 0.012 0.015 1,1-Dichloroethylene monitor monitor Ethylbenzene monitor monitor Tetrachloroethylene 0.005 0.01 0.012 Toluene monitor monitor 1,2-Trans Dichloroethylene 0.2 0.4 0.5 Trichloroethylene 0.005 0.01 0.012 Vinyl Chloride 0.002 0.004 0.005 Total Xylenes monitor monitor Total BETX* 0.1 0.2 0.25 pH within limits of 6.0--9.0 standard units at all times *BETX is the sum of the concentrations for Benzene, Ethylbenzene, Toluene and Xylenes
The proposed effluent limits for Outfall 002 to Corco Lake No. 2, based on an average flow of 115,000 gallons per day of noncontact cooling water are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Benzene 0.001 0.002 0.0025 Tetrachloroethylene 0.005 0.01 0.012 Trichloroethylene 0.005 0.01 0.012 Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Vinyl Chloride 0.002 0.004 0.005 Other Conditions:
The EPA waiver is in effect.
Special Test Methods for certain pollutants.
PA 0010880. Industrial waste, Quaker Chemical Corporation, Elm and Lee Streets, Conshohocken, PA 19428.
This application is for renewal of an NPDES permit to discharge cooling water and stormwater from a chemical manufacturing facility in Whitemarsh Township, Montgomery County. This is an existing discharge to Schuylkill River.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of .096 mgd for noncontact cooling water and an average stormwater event are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Stormwater CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report pH monitor/report Total Suspended Solids monitor/report Total Kjeldahl Nitrogen monitor/report Total Phosphorus monitor/report Dissolved Iron monitor/report Noncontact Cooling Water Temperature 110°F pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0012149. Industrial waste, SIC: 3951, Dixon Ticonderoga Company, Route 61, Deer Lake, PA 17961.
This proposed action is for renewal of an NPDES permit to discharge treated stormwater, cooling water and sewage into Pine Creek in West Brunswick Township, Schuylkill County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
Outfall 001
The proposed effluent limits based on a design flow of .004 mgd are:
Monthly Instantaneous Average (mg/l) Maximum (mg/l) CBOD5 25.0 50.0 Total Suspended Solids 30.0 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 Total Residual Chlorine (1st Month--24th Month) monitor and report monitor and report (25th Month--Expiration) 1.2 2.8 Outfall 001--Flow .058 mgd
Monthly Instantaneous Average (mg/l) Maximum (mg/l) Oil and Grease 15.0 30.0 pH 6.0--9.0 standard units at all times Outfall 002 and 003--Stormwater Runoff.
The EPA waiver is in effect.
PA 0063223. Sewerage, Martha J. Vetter, P. O. Box 152, Damascus, PA 18415-0152.
This proposed action is for renewal of an NPDES permit to discharge treated sewage from a single family residence sewage treatment plant into the Delaware River in Damascus Township, Wayne County.
The receiving stream is classified for the following uses: aquatic life, cold water fishery, migratory fishery, water supply and recreation.
Effluent limits for TDS, NO2-NO3, fluoride and phenolics are evaluated at the point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0004 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 15.0 30.0 Total Suspended Solids 20.0 40.0 NH3-N 20.0 40.0 Phosphorous as P 20.0 40.0 Fecal Coliform 200/100 ml as a geometric mean pH 6.0--8.5 standard units at all times Total Residual Chlorine monitor only The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA 0026280. Sewage, SIC: 4952, Borough of Lewistown, 2 East Third Street, Lewistown, PA 17044-1799.
This application is for renewal and rerating of an NPDES permit for an existing discharge of treated sewage to Juniata River in the Borough of Lewistown, Mifflin 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 Dauphin Consolidated Water Co. located at the Rockville Bridge. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.818 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 NH3-N monitor and report monitor and report Total Residual Chlorine (Interim) 1.2 2.4 (Final) 0.87 1.74 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 100,000/100 ml as a geometric average Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA 0021539. Sewage, SIC: 4952, Borough of Williamsburg, 305 East Second Street, Williamsburg, PA 16693-1041.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Frankstown Branch, in Catherine Township, Blair County.
The receiving stream is classified for trout stocking 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 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 0.50 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 XXX 50 Total Suspended Solids 30 45 XXX 60 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (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 Persons 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 in effect.
PA 0087963. Sewage, SIC: 6515, Nancy R. Miller, R. D. 1, Box 98, Manns Choice, PA 15550.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to an unnamed tributary to the Raystown Branch Juniata River, in Napier Township, Bedford 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 the Bedford Water Company located in Wolfsburg, Bedford County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.002 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Phosphorus 2.0 4.0 Total Residual Chlorine 0.5 1.6 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 5,000/100 ml as a geometric average Persons 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 in effect.
PA 0081574. Sewage, SIC: 4952, Salisbury Township, 5581 Old Philadelphia Pike, Gap, PA 17527.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to an unnamed tributary to Pequea Creek, in Salisbury Township, Lancaster County.
The receiving stream is classified for cold 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 Holtwood Power Plant located in Martic Township, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.34 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Total Phosphorus 2.0 4.0 Total Residual Chlorine 0.37 1.2 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (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 Persons 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 in effect.
PA 0044911. Industrial waste, SIC: 2021 and 2023, Land O'Lakes, Inc., Carlisle Dairy Foods, P. O. Box 64101, St. Paul, Minnesota 55164-0101.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Mountain Creek, in South Middleton Township, Cumberland County.
The receiving stream is classified for trout stocking 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 Fairview Township, York County. The discharge is not expected to impact any potable water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 0.481 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XXX XXX XXX pH (s.u.) from 6.0--9.0 inclusive Total Suspended Solids monitor and report XXX 33 BOD5 monitor and report XXX 26 NH3-N (5-1 to 10-31) 1.5 3 3.75 (11-1 to 4-30) 4.5 9 11 Phosphorus 2 4 5 Temperature monitor and report monitor and report XXX Dissolved Oxygen minimum of 5.0 at all times The proposed final effluent limits for Outfall 001 for a design flow of 0.81 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XXX XXX XXX pH (s. u.) from 6.0--9.0 inclusive Total Suspended Solids monitor and report XXX 42 BOD5 monitor and report XXX 33 NH3-N (5-1 to 10-31) 1.5 3 3.75 (11-1 to 4-30) 4.5 9 11 Phosphorus 2 4 5 Temperature (7-1 to 7-31) 82 monitor and report XXX (8-1 to 6-30) monitor and report monitor and report XXX Dissolved Oxygen minimum of 5.0 at all times The proposed effluent limits for Internal Monitoring Point 101 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XXX XXX XXX pH (s.u.) from 6.0--9.0 inclusive Total Suspended Solids monitor and report monitor and report XXX BOD5 monitor and report monitor and report XXX NH3-N monitor and report monitor and report XXX Phosphorus monitor and report monitor and report XXX Temperature monitor and report monitor and report XXX The proposed effluent limits for Internal Monitoring Point 102 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XXX XXX XXX pH (s.u.) from 6.0--9.0 inclusive Temperature monitor and report monitor and report XXX Persons 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.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0043869. Sewage, North Hempfield Volunteer Fire Company, R. R. 15, Box 200, Greensburg, PA 15601.
This application is for renewal of an NPDES permit to discharge treated sewage from North Hempfield Volunteer Fire Company STP in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Brush 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 Pennsylvania American Water Company.
Outfall 001: existing discharge, design flow of .002 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) 3.5 7.0 (11-1 to 4-30) 10.5 21 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 Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 0.65 1.5 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0092517. Sewage, Allegheny Plaza Associates I, c/o Rosen Associates Management Corp., 33 South Service Road, Jericho, NY 11753-1006.
This application is for renewal of an NPDES permit to discharge treated sewage from the Allegheny Plaza Associates Sewage Treatment Plant in Allegheny Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Pine 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 Freeport Water Company located on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.0175 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 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 1.4 3.3 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.
PA 0096784. Sewage, Green Township Municipal Authority, P. O. Box 129, Commodore, PA 15729.
This application is for renewal of an NPDES permit to discharge treated sewage from Commodore STP in Green Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as North Branch Two Lick Creek, which are classified as a 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 Pennsylvania-American Water Company, Indiana District, on Two Lick Creek.
Outfall 001: existing discharge, design flow of 0.0342 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 8.0 12.0 16.0 (11-1 to 4-30) 24.0 36.0 48.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 5,000/100 ml as a geometric mean Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 1.2 2.7 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0034878. Sewage. Springhill Estates, 8356 Meadville Road, Girard, PA 16417.
This application is for renewal of an NPDES permit to discharge treated sewage to the Unnamed Tributary to Conneaut Creek in Spring Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fish; migratory 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 PA/Ohio state border.
The proposed effluent limits for Outfall No. 001, based on a design flow of .002750 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 6 12 (11-1 to 4-30) 18 36 Phosphorus 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 Total Residual Chlorine 1.4 3.2 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0033448. Sewage. Pennwood Estates, L.L.C., 1826 South Main Street, Akron, OH 44301.
This application is for a renewal of an NPDES permit to discharge treated sewage to the West Branch--Little Neshannock Creek in Lackawannock Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: trout stocked 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 considered during the evaluation is the Beaver Falls Municipal Authority--Eastvale Plant intake on the Beaver River located in Eastvale, approximately 35 miles below point of discharge.
The proposed effluent limits for Outfall No. 001, based on a design flow of 0.009 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 4.5 9 (11-1 to 4-30) 13 26 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 6,700/100 ml as a geometric average Total Residual Chlorine (Interim) XX (Final) 0.85 2 pH 6.0--9.0 at all times XX = monitor and report
The EPA waiver is in effect.
PA 0006301. Industrial waste, SIC: 3084. J-M Manufacturing Co., Inc., 315 Grant Street, P. O. Box 71, Franklin, PA 16323.
This application is for renewal of an NPDES permit to discharge treated industrial waste, noncontact and contact cooling water, and stormwater to French Creek in Franklin, Venango County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 considered during the evaluation is the Emlenton Water Company on the Allegheny River located at Emlenton, approximately 29 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.191 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly Daily (mg/l) Maximum (mg/l) Flow (mgd) monitoring only BOC5 23 TSS 17 Oil and Grease 15 25 30 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 002/003
Average Maximum Instantaneous Parameter Monthly Daily (mg/l) Maximum (mg/l) These discharges are uncontaminated stormwater only. Refer to Special Condition A in Part C of this permit.
The EPA waiver is in effect.
PA 0000736. Industrial waste, SIC: 3624, 3597. Keystone Powdered Metal Co.
This application is for renewal of an NPDES permit, to discharge noncontact cooling water, boiler blowdown and stormwater to Iron Run and Elk Creek in St. Marys, Elk County. This is an existing discharge.
The receiving water is classified for the following uses: 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 considered during the evaluation is PA American Water Company on the Clarion River located at Clarion, approximately 54 miles below point of discharge.
Outfall No. 003
Outfall No. 005
Outfall No. 006
Outfall No. 007
Outfall No. 009
Outfall No. 010
Outfall No. 012
Outfall No. 013
Outfall No. 014
The proposed discharge limits are based upon a design average flow of n/a mgd.
Monthly Daily Instantaneous Parameters Average Maximum Maximum Flow monitoring only Copper monitoring only These discharges shall consist of stormwater only.
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