NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 1963]
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 standard 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 Administrator has waived the right to review or object to this proposed permit action under the waiver provision to 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 the relevant facts upon which it is based. A public hearing may be held if the responsible office considers the public response significant.
Following the 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 0058009. Sewage, Eugene and Helen K. Harvey, 110 Klingerman Road, Telford, PA 18969.
This application is for issuance of an NPDES permit to discharge treated sewage from Harvey Residence STP in Salford Township, Montgomery County. This is a new discharge to unnamed tributary to the East Branch of the Perkiomen 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 400 gpd, are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Total Nitrogen 10 20 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 The EPA waiver is in effect.
Other Conditions:
Conditions for future permit modification.
Effective disinfection.
PA 0054861. Sewage, Bruce McFarland, 36 Mega Way, Rushland, PA 18956.
This application is for renewal of an NPDES permit to discharge treated sewage from the small flow sewage treatment plant in Wrightstown Township, Bucks County. This is an existing discharge to the Neshaminy Creek.
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 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 30 60 Suspended Solids 30 60 Ammonia (as N) 20 40 Total Residual Chlorine monitor/report monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
PA 0051926. Industrial waste, PECO Energy Company, 2301 Market Street, Philadelphia, PA 19101.
This application is for renewal of an NPDES permit to discharge treated sewage, cooling water and stormwater from Limerick Generating Station located in Limerick Township, Montgomery County. This is an existing discharge to the Schuylkill River, Possum Hollow Run and Sanatoga Creek.
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 8.22 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids (Net) 30 60 75 Phosphorus as P monitor monitor Temperature 110° pH within limits of 6.0--9.0 standard units at all times. Total Residual Chlorine 0.2 Total Zinc 1.13 2.26 2.83 Total Copper 0.21 0.42 0.54 Spectrus CT 1300 0.2 0.4 0.5 Spectrus NX 1104 0.2 0.4 0.5 The proposed effluent limits for Outfall 020 consists of wastewater from Perkiomen Creek makeup storage tank are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Total Suspended Solids monitor Temperature 110° pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
Effective disinfection.
Thermal Requirements.
Authorization to discharge stormwater associated with industrial activities.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.PA 0026077. SIC: 4952, Sewage, Borough of Carlisle, 53 West South Street, Carlisle, PA 17013.
This application is for amendment of an NPDES permit for an existing discharge of treated sewage to Conodoguinet Creek, in Middlesex Township, Cumberland 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 Pennsylvania American Water Company located in Silver Spring Township, Cumberland County. The discharge is not expected to impact any potable water supply.
The proposed amended effluent limits for Outfall 001 for a design flow of 4.625 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 -- 70 Total Suspended Solids 30 45 -- 85 NH3-N (5-1 to 10-31) 3.0 -- -- 8.0 (11-1 to 4-30) 9.0 -- -- 25 Total Phosphorus 0.5 -- -- 1.6 Total Residual Chlorine 1.0 -- -- 2.8 Total Nitrogen -- -- monitor and
report2.8 Dissolved Oxygen minimum of 5.0 at all times 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) 10,000/100 ml as a geometric average Stormwater Outfalls 002 and 003 are listed with no requirements.
To make an appointment to review the DEP files on this case call Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0008184. SIC: 3443, Industrial waste, Taylor Wharton Company, 1001 Herr Street, P. O. Box 2365, Harrisburg, PA 17105-2365.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Paxton Creek, in Harrisburg City, Dauphin 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 Steelton Municipal Waterworks located in Steelton Borough, 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 0.20 mgd are:
Maximum Instantaneous Parameter Daily (mg/l) Maximum (mg/l) Total Suspended Solids XXX 33 Oil and Grease XXX 8.7 Temperature 93°F XXX To make an appointment to review the DEP files on this case call Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3666.PA 0228176. Sewerage, SIC: 4952, Harrison Township, 205 East Main Street, P. O. Box 92, Harrison Valley, PA 16927.
This proposed action is for issuance of an NPDES permit for a new discharge of treated sewage wastewater to Cowanesque River in Harrison Township, Potter County.
The receiving stream is classified for the following uses: cold water fishery, 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 the PA/NY state border located approximately 35 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.07 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Ammonia-N 6 9 12 18 27 Total CL2 Residual 0.40 1.4 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 0112330. SIC: 4952, Country Squire Mobile Home Park (Linden, PA), Melvin Rummings, Owner, 290 Dochter Street, Jersey Shore, PA 17740. This proposed action is for the renewal of an NPDES permit for an existing discharge of treated sewage to West Branch Susquehanna River in Woodward Township, Lycoming County.
The receiving stream is classified for the following uses: warm water fishery and aquatic life, 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 Pennsylvania-American Water Company located 36 miles below the discharge in Milton, PA.
The proposed effluent limits for Outfall 001 based on a design flow of 0.01 mgd are:
Average Instantaneous Discharge Parameter Monthly (mg/L) Maximum (mg/L) CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 at all times Free Chlorine Residual monitor and report Other Considerations: None The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0033456. Sewage, Sunny Acres Associates, Inc., 52 East Main Street, Norristown, PA 19401.
This application is for issuance of an NPDES permit to discharge treated sewage from the Sunny Acres Mobile Home Park STP in Somerset Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an Unnamed Tributary East Branch Coxes 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 Ohiopyle Municipal Water Authority.
Outfall 001: existing discharge, design flow of .0375 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 ml as a geometric mean Total Residual Chlorine .05 .12 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 0038806. Sewage, Forest Hills Municipal Authority, P. O. Box 111, 401 Grant Street, South Fork, PA 15956-0111.
This application is for renewal of an NPDES permit to discharge treated sewage from the Beautyline Park Sewage Treatment Plant in Adams Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Otto Run, 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 Saltsburg Municipal Water Works located on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.1892 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0091600. Sewage, Rimco Properties, Inc., 772 Pine Valley Drive, Pittsburgh, PA 15239-2841.
This application is for renewal of an NPDES permit to discharge treated sewage from Rimco Properties Mt. Pleasant Village Mobile Home Park in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary and Jacobs 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 McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of .0304 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) 5 10 (11-1 to 4-30) 15 30 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.
PA 0093351. Sewage, Apollo Ridge School District, P. O. Box 219, Spring Church, PA 15686.
This application is for renewal of an NPDES permit to discharge treated sewage from the Apollo Ridge Senior High School STP in Kiskiminetas Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Roaring Run, 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: Buffalo Township Municipal Authority, Freeport, on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.011 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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) 0.26 0.61 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.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0101907. Sewage. Emlenton Area Municipal Authority, P. O. Box 146, Emlenton, PA 16373.
This application is for renewal of an NPDES Permit to discharge treated sewage to Richey Run in Salem Township, Clarion 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 the Parker City Municipal Authority on the Allegheny River located at Parker City, approximately 11 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.008 mgd, are:
Average Weekly Instantaneous Parameter Monthly (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 22,000/100 ml as a geometric average Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0037117, Amendment No. 1. Sewage. Abraxas Group, Inc., Blue Jay Village Forest Road, Box 59, Marienville, PA 16239.
This application is for an amended NPDES Permit to discharge treated sewage to the Unnamed Tributary to The Branch in Howe Township, Forest County. This is an existing discharge.
The receiving water is classified for the following uses: high quality-cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, were evaluated at the discharge point to a special protection watershed.
The proposed effluent limits for Outfall No. 001 based on a design flow of .022 mgd, (Interim) and .04 mgd (Final) are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 10 20 Ammonia-Nitrogen (Interim) (5-1 to 10-31) 1.9 3.8 (11-1 to 4-30) 5.7 11.4 Ammonia-Nitrogen (Final) (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (Interim) (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 Fecal Coliform (Final) (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,800/100 ml as a geometric average Phosphorus (Interim) XX XX (Final) 1.0 2.0 Dissolved Oxygen minimum of 7.0 mg/l at all times. Total Residual Chlorine .5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0036587. Sewage. Allegheny Forest Resort, 1370 Sharon-Hogue Road, Masury, OH 44438.
This application is for renewal of a Part I NPDES Permit to discharge treated sewage to the Bluejay Creek in Howe Township, Forest County. This is an existing discharge.
The receiving water is classified for the following uses: high quality-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 the Emlenton Water Company on the Allegheny River located at Emlenton, approximately 86 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of .015 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 19 38 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 .5 1.2 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 0101702. Sewage. Castle Haven, Inc., Rocky Ridge Village, R. D. 4, Box 160, Franklin, PA 16323.
This application is for renewal of an NPDES Permit to discharge treated sewage to the Unnamed Tributary to Ditzenberger Run in Sandycreek Township, 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 Municipal Water Authority on the Allegheny River located at Emlenton, approximately 24 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.0125 mgd, are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Ammonia-Nitrogen (5-1 to 10-31) 6.5 13.0 (11-1 to 4-30) 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 Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0103802. Sewage, Midwest Campers--Camp Stone, 14141 Cedar Road, South Euclid, OH 44121.
This application is for renewal of an NPDES Permit, to discharge treated waste to an Unnamed Tributary to Patchen Run in Sugar Grove Township, Warren 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 the Emlenton Water Company on Allegheny River located at river mile 90.0 and is located 100.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.01 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 10 20 Ammonia-Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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 1.5 3.5 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 0001872. Industrial waste, SIC: 3221. Ball-Foster Glass Container Co., LLC, 1 Glass Place, Port Allegany, PA 16743-1154.
This application is for renewal of an NPDES Permit, to discharge treated waste to the Allegheny River in Port Allegany Borough, McKean County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fish, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is State of New York on the Allegheny River located at River Mile 264.0, approximately 25.1 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.542 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report TSS 20 Oil and Grease 30 Temperature monitor and report T. Copper 0.035 0.055 0.088 Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 at all times The EPA waiver is in effect.
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