NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 5294]
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 wastewater 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 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 0010812. Industrial Waste, Cabot Corporation, 377 Beaver Run Road, Revere, PA 18953.
This application is for issuance of an NPDES permit to discharge cooling water from stormwater from the facility in Nockamixon Township, Bucks County. This is an existing discharge to Rapp Creek.
The receiving stream is classified for the following uses: exceptional value waters, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 30,000 gpd during dry weather conditions are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 10 14 25 Total Dissolved Solids 460 600 1150 Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Temperature, Upstream monitor/report Temperature, Downstream monitor/report Cesium 3.15 6.30 7.88 Germanium monitor/report The proposed effluent limits for stormwater Outfall 001 during wet weather conditions are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report pH monitor/report Total Suspended Solids monitor/report Total Kjedahl Nitrogen monitor/report Total Phosphorus monitor/report Fecal Coliform monitor/report Iron (Dissolved) monitor/report Cesium monitor/report Germanium monitor/report The EPA waiver is in effect.
PA 0058157. Sewage, Robert Assini, 20 Rima Court, Danville, CA 94526.
This application is for issuance of an NPDES permit to discharge treated sewage from Assini Residence STP in Birmingham Township, Chester County. This is a new discharge to Radley Run.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
There is no public water supply intake from the point of discharge to the Pennsylvania state line.
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 10 20 Suspended Solids 20 40 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 0057495. Industrial Waste, Sun Company, Inc., 10 Penn Center, 20th Floor, 1801 Market Street, Philadelphia, PA 19103.
This application is for amendment of an NPDES permit to discharge treated groundwater from a groundwater remediation system in Uwchlan Township, Chester County. This is an existing discharge to Pine Creek.
The receiving stream is classified for the following uses: high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on an average flow of 6 gpm for Iron (dissolved) and Iron (total) are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Iron (Dissolved) 0.36 0.9 Iron (Total) 1.4 3.5 Other Conditions:
The EPA waiver is in effect.
PA 0054089. Industrial Waste, PECO Energy Company, 2301 Market Street, Philadelphia, PA 19101.
This application is for renewal of an NPDES permit to discharge treated process wastewater and stormwater from Pottstown-Limerick Airport in Limerick Township, Montgomery County. This is an existing discharge to an unnamed tributary to Hartenstine Creek (Outfalls 001 and 006) and Possum Hollow Run (Outfalls 002, 003, 004, 005, 007 and 008).
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 stormwater runoff and processed water are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Recoverable Petroleum Hydrocarbons monitor/report Diesel Range Organics monitor/report Gasoline Range Organics monitor/report pH monitor/report CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report Total Suspended Solids monitor/report Iron (Dissolved) monitor/report The effluent limits for Outfalls 002, 003, 004, 005, 006, 007, and 008 (stormwater runoff) are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report pH monitor/report Total Suspended Solids monitor/report Iron (Dissolved) monitor/report Other Conditions:
The EPA waiver is in effect.
Conditions for future permit modification.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA 0032051. SIC Code 4952, Sewage, Granville Township, 100 Helen Street, Lewistown, PA 17044.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Juniata River in Watershed 12-A (Kishacoquillas-Jacks Creeks), in Granville Township, Mifflin County.
The receiving stream is classified for warm water fishes (WWF), recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Dauphin Consolidated Water Company located in Harrisburg. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.500 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 Total Residual Chlorine 0.5 XXX XXX 1.6 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) 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 in effect.
PA 0088510. SIC Code 4592, Sewage, Tulpehocken Township (Mount Aetna Wastewater Treatment Plant), P. O. Box 272, Rehrersburg, PA 19550.
This application is for issuance of an NPDES permit for new discharge of treated sewage to an unnamed tributary of Little Swatara Creek in Watershed 7-D (Swatara Creek), in Tulpehocken Township, Berks 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 Pennsylvania American Water Company located in South Hanover 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 0.055 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) 5.0 XXX 10 (11-1 to 4-30) 15 XXX 30 Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine 0.34 XXX 1.11 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) 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 0088528. SIC Code 4592, Sewage, Tulpehocken Township (Rehrersburg Wastewater Treatment Plant), P. O. Box 272, Rehrersburg, PA 19550.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to an unnamed tributary of Little Swatara Creek in Watershed 7-D (Swatara Creek), in Tulpehocken Township, Berks 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 Pennsylvania American Water Company located in South Hanover 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 0.065 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) 7.0 XXX 14 (11-1 to 4-30) 21 XXX 42 Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine 0.47 XXX 1.55 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) 7,000/100 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 0030643. SIC Code 4952, Sewage, Shippensburg Borough, P. O. Box 129, Shippensburg, PA 17257.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Middle Spring Creek in Watershed 7-B (Conodoguinet Creek), in Southampton Township, Franklin 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 Carlisle Borough located in North Middleton 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 3.3 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 NH3-N (5-1 to 10-31) 2.5 XXX XXX 5.0 (11-1 to 4-30) 7.5 XXX XXX 15 Total Phosphorus 0.5 XXX XX 1.0 Total Residual Chlorine 0.26 XXX XXX 0.87 Free Cyanide 0.0083 XXX XXX 0.0208 Antimony monitor and
reportXXX XXX XXX Mercury monitor and
reportXXX XXX XXX Total Nitrogen XXX XXX monitor and
reportXXX 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) 2,900/100 ml as a geometric average Additional conditions are as follows:
1. Listing of stormwater Outfalls 002 and 003 with no requirements.
2. Continue implementation of a pretreatment program.
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 0022535. SIC Code 4952, Sewage, Millersburg Area Authority (Millersburg STP), 101 West Street, Millersburg, PA 17061.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Susquehanna River, in Upper Paxton Township, 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 Dauphin Consolidated Water Company 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 1.0 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 Nitrogen monitor and report XXX XXX Total Residual Chlorine 0.5 XXX 1.0 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) 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 in effect.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (570) 327-3670.PA 0228281. Sewerage, SIC: 4952, Tabernacle of the Living God, P. O. Box 409, Milesburg, PA 16853.
This proposed action is for issuance of an NPDES permit for a new discharge of treated sewage wastewater to an unnamed tributary of Bald Eagle Creek in Boggs Township, Centre 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 based on a design flow of 0.002 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Cl2 Residual 1.0 2.3 Fecal Coliforms: (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 200 col/100 ml as a geometric mean pH 6.0 to 9.0 at all times The EPA waiver is in effect.
PA 0228303. Bear Hollow Subdivision Homeowners Association, 165 Waltimyer Road, Turbotville, PA 17772, SIC: 4952, Delaware Township, Northumberland County.
This proposed action is for issuance of an NPDES permit for an new discharge of treated sewage to unnamed tributary of Delaware Run in Delaware Township, Northumberland County.
The receiving stream is classified for the following uses: cold 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 PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0016 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Chlorine Residual 2 4.6 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 200/100 ml as a geometric average pH 6.0--9.0 at all times Other Conditions: none
The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PAS 806107. Industrial Waste, SIC: 5171, Pennzoil-Quaker State Company, 54th Street and A.V.R.R., Pittsburgh, PA 15201.
This application is for issuance of an NPDES permit to discharge treated stormwater from the Pittsburgh Terminal in Pittsburgh, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters. Allegheny River, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is West View Borough Municipal Water Authority, located at 210 Perry Highway, Pittsburgh, PA 15229, 9.3 miles below the discharge point.
Outfall 001: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Petroleum
Hydrocarbonsmonitor and report Oil and Grease 15 30 Outfall 002: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Petroleum
Hydrocarbonsmonitor and report Oil and Grease 15 30 Outfall 003: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Petroleum
Hydrocarbonsmonitor and report Oil and Grease 15 30 The EPA waiver is in effect.
PA 0046906. Sewage, Moon Township Municipal Authority, 1700 Beaver Grade Road, Suite 200, Moon Township, PA 15108.
This application is for renewal of an NPDES permit to discharge treated sewage from the Flaugherty Run Sewage Treatment Plant in Moon Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as 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 1.0 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 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) 5.0 7.5 10.0 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 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA 0095745. Sewage, Deer Lakes Mobile Home Park, 19 Moretti Drive, Tarentum, PA 15084.
This application is for renewal of an NPDES permit to discharge treated sewage from Deer Lakes Mobile Home Park STP in West Deer Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Little Deer 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: Oakmont Borough Municipal Authority on the Allegheny River at mile point 13.3.
Outfall 001: existing discharge, design flow of 0.025 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) 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 0.02 0.04 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 0205095. Sewage, John Kowalik, Jr., R. D. 3, Box 470, New Alexandria, PA 15670.
This application is for renewal of an NPDES permit to discharge treated sewage from John Kowalik, Jr. Single Residence Sewage Treatment Plant in New Alexandria Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Loyalhanna 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: Saltsburg Municipal Waterworks located on the Conemaugh 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) 100,000/100 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.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0002453. Industrial Waste, SIC: 3321. Sharpsville Quality Products.
This application is for renewal of an NPDES Permit, to discharge noncontact cooling water, and stormwater to the Shenango River in Sharpsville, Mercer 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 Shenango Valley Water Company on the Shenango River located at Sharon, approximately 2.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.039 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Oil and Grease 15 30 pH 6.0 to 9.0 at all times 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.
