[27 Pa.B. 3241]
[Continued from previous Web Page]
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.PA 0010251. SIC: 9711. Industrial waste, Department of the Army, Headquarters Carlisle Barracks, Carlisle, PA 17013-5020.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary to Letort Spring Run, in North Middleton Township, Cumberland County.
The receiving stream is classified for cold 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 PA American Water Company located in Silver Spring Township, Cumberland County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of .036 mgd are:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) Flow (mgd) XXX XXX pH (S. U.) from 6.0--9.0 inclusive Total Suspended Solids monitor and report monitor and report Total Dissolved Solids XXX 71,500 Osmotic Pressure (mos/kg) XXX 2,000 The EPA waiver is in effect.
PA 0087513. SIC: 4952. Sewage, Mapleton Area Joint Municipal Authority, P. O. Box 415, Mapleton Depot, PA 17052.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Hares Valley Creek, in Union Township, Huntingdon County.
The receiving stream is classified for trout stocking 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 located in Susquehanna Township, 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 0.1 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25.0 40.0 50.0 Total Suspended Solids 30.0 45.0 60.0 NH3-N (5-1 to 10-31) 5.0 10.0 (11-1 to 4-30) 15.0 30.0 Total Residual Chlorine 0.4 1.3 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 4,500/100 ml as a geometric average The EPA waiver is in effect.
PA 0083470. SIC: 4952. Sewage, Paradise Township Sewer Authority, 196 Blackhorse Road, Paradise, PA 17562.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Pequea Creek, in Paradise Township, Lancaster 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 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 0.12 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 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) 4,600/100 ml as a geometric average The EPA waiver is in effect.
PA 0020214. SIC: 4952, Sewage, Borough of Mount Union, Nine West Market Street, Mount Union, PA 17066.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Juniata River, in Mount Union Borough, Huntingdon 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 located in Susquehanna Township, 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 0.625 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Residual Chlorine 1.0 2.0 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) 66,000/100 ml as a geometric average The EPA waiver is in effect.
PA 0043257. SIC: 4952. Sewage, New Freedom Borough Authority, 150 East Main Street, New Freedom, PA 17349.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to South Branch Codorus Creek, in Railroad Borough, York 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 York Water Company located in York Township. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.3 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.0 2.0 (11-1 to 4-30) 3.0 6.0 Total Phosphorus 2.0 4.0 Total Residual Chlorine monitor and report monitor and report 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 The EPA waiver is not in effect.
PA 0085120. SIC: 4941. Industrial waste, Altoona City Authority, 20 Greenwood Road, Altoona, PA 16602.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Blair Gap Run, in Juniata 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 near Harrisburg. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of .028 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XXX XXX XXX pH (S. U.) from 6.0--9.0 inclusive Total Aluminum monitor and report The EPA waiver is in effect.
NPDES Minor Renewals
Southcentral Regional Office: Water Management Program, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.
NPDES Facility County and Tributary New Permit No. Name and Address Municipality Stream Requirements PA0070424 Caernarvon Twp. Mun. Sew.
Auth.
P. O. Box 291
Morgantown, PA 19543Berks
Caernarvon Twp.Conestoga River TRC PA0081329 S. Londonderry Twp.
Mun. Auth.
Box 3
Campbelltown, PA
17010-0003Lebanon
S. Londonderry
TownshipConewago Creek TRC
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3670.PA 0113778. Sewerage, SIC: 4952, Brookside Associates, 215 West Church Road, Suite 105, King of Prussia, PA 19406-3207.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to unnamed tributary to the Susquehanna River in South Centre Township, Columbia 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 Danville Borough Water Company located at Danville.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0298 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-N (6-1 to 10-31) 6 12 (11-1 to 5-31) 18 36 Total Cl2 Residual 1st month--36th month report 37th month--permit expiration date 0.5 1.3 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--9.0 at all times The EPA waiver is in effect.
PA 0112054. Sewerage, SIC: 4952, Joel K. Hart, R. R. 4, Box 203-17, Jersey Shore, PA 17740.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Larrys Creek in Mifflin Township, Lycoming 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 PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0132 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Cl2 Residual 1st month--36th month report 37th month--permit expiration date 1.0 2.3 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--9.0 at all times The EPA waiver is in effect.
PA 0111571. Sewerage. SIC: 4952, Pennsylvania Power and Light Company, Two North Ninth Street, Allentown, PA 18101-1179.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to an unnamed tributary of Bennetts Run in Fairfield Township, Lycoming 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 PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0091 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 15 30 TSS 15 30 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--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.PA 0097047. Sewage. Redevelopment Authority of the County of Westmoreland, 601 Courthouse Square, Greensburg, PA 15601.
This application is for amendment of an NPDES permit to discharge treated sewage from the Nike No. 37 Site Sewage Treatment Plant in Sewickley Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as a drainage swale to Little Sewickley 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 McKeesport MWA.
Outfall 001: existing discharge, new design flow of .008 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 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 1.4 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 0205711. Sewage. Ernest F. Buck, 1601 North Road, McDonald, PA 15057.
This application is for renewal of an NPDES permit to discharge treated sewage from the Buck Single Residence Sewage Treatment Plant in North Fayette Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of North Branch Robinson 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 West View Borough Municipal Water Authority on the Ohio River.
Outfall 001: existing discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 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 monitor and report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0205869. Sewage, West Branch Sewer Authority, P. O. Box 278, Barnesboro, PA 15714.
This application is for renewal of an NPDES permit to discharge treated sewage from the West Branch Sewer Authority STP in Susquehanna Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as the West Branch Susquehanna River, 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 PA American Water Company--Milton Division.
Outfall 001: existing discharge, design flow of 0.9 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) 5,000/100 ml as a geometric mean pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0217646. Sewage. Dunbar Borough Sanitary Authority, R. D. 2, Box 234, Dunbar, PA 15431.
This application is for issuance of an NPDES permit to discharge treated sewage from Dunbar Borough Sanitary Authority in Dunbar Borough, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dunbar 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 Westmoreland County Municipal Authority.
Outfall 001: new discharge, design flow of .300 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 3 4.5 6 (11-1 to 4-30) 9 13.5 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 3,500/100 ml as a geometric mean Total Residual Chlorine 1st month--36th month monitor and report 37th month--expiration 0.35 1.1 Dissolved Oxygen not less than 3 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
