NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 3087]
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 Field Office indicated as the office responsible, 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 Field Office of the exact basis of a 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 Management Program Managers 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 received and other information are on file and may be inspected and arrangements made for copying at the Field Office that has been indicated above the application.
Applications for National Pollutant Discharge Elimination System (NPDES) Permit to discharge to State waters.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.
PA 0026921. Sewerage, Greater Hazleton Joint Sewer Authority, Jerry D. Riley, Executive Director, P. O. Box 651, Hazleton, PA 18201.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Black Creek in Borough of West Hazleton 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 downstream potable water supply (PWS) considered during the evaluation is the Danville Borough Water Company, located on the North Branch, Susquehanna River.
The proposed effluent limits for Outfall 001 based on a design flow of 8.90 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Residual Chlorine 1 2 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 Outfall 101, 102 and 103 are stormwater outfalls. There are no effluent limitations for these discharges.
Point Sources 002 through 016 (except 007) serve as combined sewer reliefs necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and/or the treatment plant. In accordance with the Department's EPA approved CSO strategy, a special permit requirement is included in Part C of this permit.
Other conditions: Sludge disposal, pretreatment operations and reporting requirements and combined sewer overflows.
The EPA waiver is not in effect.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA 0028746. SIC Code 4952, Sewage, Hampden Township (Pinebrook Plant), 230 Sporting Hill Road, Mechanicsburg, PA 17055-3097.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Conodoguinet Creek, in Hampden 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 Steelton Municipal Waterworks 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 1.76 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 -- 67 Total Suspended Solids 30 45 -- 81 NH3-N (5-1 to 10-31) 11 -- -- 30 (11-1 to 4-30) 17 -- -- 46 Total Phosphorus 2 -- -- 5.4 Total Residual Chlorine 0.5 -- -- 1.6 Total Nitrogen -- -- monitor and report -- 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 through 004 are listed with no requirements.
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 0088111. SIC Code 9224, Industrial waste, Fire Chiefs and Fire Fighters Association of York County, P. O. Box 106, Emigsville, PA 17318.
This application is for issuance of an NPDES permit for a new discharge of treated industrial waste to an unnamed tributary to Codorus Creek, in Manchester Township, 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 Wrightsville Water Company located in Wrightsville Borough, York County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 are:
Average Parameter Monthly (mg/l) Total Suspended Solids monitor and report Oil and Grease monitor and report Total Recoverable Petroleum Hydrocarbons monitor and report CBOD5 monitor and report COD monitor and report Fluoride monitor and report pH monitor and report 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.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0002593. Industrial waste, SIC: 3317, Dynamic Metal Forming, Inc., 7544 Route 18 North, Koppel, PA 16136-0617.
This application is for renewal of an NPDES permit to discharge treated process water, noncontact cooling water and stormwater from Dynamic Metal Forming, Inc. in Scottdale Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Stauffer Run, 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 McKeesport Municipal Water Authority, located at McKeesport, approximately 42 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.092 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature Jan. 1-31 62.5°F Feb. 1-29 64.6°F March 1-31 105°F April 1-August 31 110°F September 1-15 104.1°F September 16-30 98.1°F October 1-15 92.2°F October 16-31 86.2°F November 1-15 80.5°F November 16-30 68.0°F December 1-31 58.9°F Total Iron 7.0 Vinyl Chloride non-detect using EPA Test Method 601 pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 0.072 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report TSS 30 60 1,1 Dichloroethylene 0.001 0.002 Trichloroethylene 0.001 0.002 Vinyl Chloride 0.001 0.02 Total Iron 7.0 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge, design flow of N/A MGD (stormwater)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Trichloroethylene monitor and report Outfalls 003 and 004: existing discharge, design flow of N/A mgd (stormwater)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist of uncontaminated stormwater only. The EPA waiver is in effect.
PA 0097233. Sewage, South Versailles Township, Box 66, Coulter, PA 15028.
This application is for renewal of an NPDES permit to discharge treated sewage from the South Versailles Township STP in South Versailles Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Youghiogheny River, 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: Westmoreland County Municipal Authority, McKeesport Plant, on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.030 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 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) 100,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0216852. Sewage, Wen-Dell Mobile Home Park, R. D. 3, Box 58, Ruffsdale, PA 15679.
This application is for renewal of an NPDES permit to discharge treated sewage from the Wen-Dell Mobile Home Park Sewage Treatment Plant in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Buffalo 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: Westmoreland County MA--McKeesport located on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.008 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) 8 16 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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0217069. Sewage, Barry Mosholder, P. O. Box 869, Somerset, PA 15501.
This application is for renewal of an NPDES permit to discharge treated sewage from the Mosholder Small Flow Sewage Treatment Plant in Somerset Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Quemahoning 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: Greater Johnstown Water Authority.
Outfall 001: existing discharge, design flow of 0.0007 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 Dissolved Oxygen not less than 3 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions:
The EPA waiver is in effect.
PA 0218413. Sewage, Economy Borough Municipal Authority, 2860 Conway-Wallrose Road, Baden, PA 15005.
This application is for issuance of an NPDES permit to discharge treated sewage from the Big Sewickley Creek Sewage Treatment Plant in Economy Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as the Big 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: Arco Chemical BV Plant.
Outfall 001: existing discharge, design flow of 1.25 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 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2 3 4 (11-1 to 4-30) 3.5 5.3 7 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 6 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0093301. Sewage. South Butler School District--Penn Township Elementary School, P. O. Box 657, Saxonburg, PA 16056.
This application is for renewal of an NPDES Permit to discharge treated sewage to the Unnamed Tributary--Thorn Creek in Penn Township, Butler County. This is a minor 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 Zelienople Municipal Water Works intake on Connoquenessing Creek located at Zelienople, approximately 18 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.007 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 1.8 3.5 (11-1 to 4-30) 5.4 10.5 Phosphorus (as P) (4-1 to 10-31) 2 4 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,500/100 ml as a geometric average Total Residual Chlorine 0.07 0.2 Dissolved Oxygen minimum of 6 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0032701. Sewage. Pennsylvania Department of Transportation, Bureau of Design, P. O. Box 3060, Harrisburg, PA 17105-3060.
This application is for renewal of an NPDES Permit, to discharge treated sewage to Unnamed Tributary to Boles Run in Cussewago Township, Crawford 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 Franklin City General Authority on French Creek located at river mile 2.2 and is located 53.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.013 mgd are:
Average Instantaneous Parameter Monthly (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 NH3-N (all year) 25 50 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 The EPA waiver is in effect.
PA 0223026. Industrial waste, SIC: 4941. St. Petersburg Borough, Waterworks Road, P. O. Box 235, St. Petersburg, PA 16054.
This application is for a new NPDES Permit, to discharge filter backwash from a water treatment facility to an unnamed tributary to the Clarion River in Richland 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 Parker Water on the Allegheny River located at Parker, approximately 9.3 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.005 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids 30 60 75 Aluminum 1.5 3.0 3.8 Total Iron 2.0 4.0 5.0 Manganese 1.0 2.0 2.5 Total Residual Chlorine 1.4 3.2 pH 6.0 to 9.0 at all times Final water quality based effluent based limitation for Aluminum.
The EPA waiver is in effect.
PA 0220957. Industrial waste, SIC: 4953. Leatherwood, Inc., Jefferson Landfill, S. R. 0830, Pinecreek Township, Jefferson County.
This application is for an existing NPDES Permit, to discharge treated sewage, treated industrial waste and stormwater to an unnamed tributary to Mill Creek (Outfalls 001 and 003) and an unnamed tributary to Fivemile Run (Outfalls 002, 004 and 005) in Pinecreek Township, Jefferson 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 Hawthorn Water Authority on Redbank Creek located at Hawthorn, approximately 30 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.015 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (Ch-97) Flow (MGD) Oil and Grease** 15 30 CBOD5*** 37 140 140 TSS 27 88 88 NH3-N 4.9 10 12 Fecal Coliform (5-1 to 10-31) 200/100 ml (10-1 to 4-30) 2,000/100 ml Antimony 0.42 0.84 1.0 Arsenic 0.05 0.1 0.12 Beryllium 0.005 0.01 0.013 Cadmium 0.005 0.01 0.013 Chromium (T) 0.125 0.25 0.313 Copper 0.05 0.1 0.125 Lead 0.036 0.072 0.09 Nickel 0.15 0.3 0.38 Selenium 0.075 0.15 0.188 Silver 0.01 0.02 0.025 Thallium 0.08 0.17 0.2 Zinc 0.11 0.22 0.28 Cyanide (T) 0.02 0.04 0.05 Phenol 0.015 0.026 0.038 Benzene** 0.05 0.1 0.125 Chlorobenzene** 0.05 0.1 0.125 Chloroform** 0.01 0.02 0.025 Methylene Bromide** 0.01 0.02 0.025 Methyl Chloride** 0.1 0.2 0.25 Methylene Chloride** 0.1 0.2 0.25 Toluene** 0.05 0.1 0.125 1,1,1 Trichloroethane** 0.1 0.2 0.25 Butyl Benzyl Phthalate 0.01 0.02 0.025 2-Chloronapthalene 0.01 0.02 0.025 Diethyl Phthalate 0.025 0.05 0.063 Isophorone 0.05 0.1 0.125 Lindane 0.003 0.006 0.008 4,4`-DDT 0.00004 0.00008 0.0001 Aluminum 0.275 0.55 0.69 Total Iron 3.5 7.0 8.75 Tin 0.8 0.16 2.0 Manganese 1.0 2.0 2.5 Barium 0.3 0.6 0.7 Boron 3.0 6.0 7.0 Cobalt 0.05 0.1 0.125 Vanadium 0.009 0.018 0.023 Acetone 0.109 0.218 0.273 p-Cresol 0.014 0.025 0.035 2-Hexanone 0.015 0.03 0.038 Methyl Ethyl Ketone 0.21 0.42 0.525 Methyl Isobutyl Ketone 0.015 0.03 0.038 1,2,3-Trichloropropane 0.1 0.2 0.25 Tetrahydrofuran 0.025 0.05 0.063 Xylene 0.01 0.02 0.025 Benzoic Acid 0.071 0.12 0.18 a-Terpineol 0.016 0.033 0.04 pH 6.0 to 9.0 at all times The proposed discharge limits for Outfall Nos. 002, 003, 004 and 005 based on a design flow of n/a mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitoring only COD monitoring only Oil and Grease monitoring only Total Suspended Solids monitoring only Total Phosphorus (as P) monitoring only Total Kjeldahl Nitrogen monitoring only Iron (Dissolved) monitoring only a-Terpineol monitoring only p-cresol monitoring only Phenol monitoring only Zinc monitoring only Ammonia Nitrogen monitoring only pH 6.0 to 9.0 at all times Final water quality based effluent based limitation for antimony, thallium, 4,4`-DDT, and Lindane.
The EPA waiver is in effect.
Proposed NPDES Permit Renewal Actions for Minor Sewage Discharges
The following parties have applied to renew their current NPDES permits 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). 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 Management 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 the 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.
Southcentral Regional Office: Water Management Program, 909 Elmerton Avenue, 2nd Floor, Harrisburg, PA 17110, (717) 705-4707.
NPDES Facility Name County and Tributary New Permit No. and Address Municipality Stream Requirements PA0032051 Granville Township
100 Helen Street
Lewistown, PA 17044Mifflin County
Granville TownshipJuniata River (12A) TRC PA0083178 Sunoco Inc.
Plainfield
3290 Sunset Lane
Hatboro, PA 19040Cumberland County
West Pennsboro TownshipConodoguinet Creek (7B) TRC PA0083194 Sunoco Inc.
Blue Mountain
3290 Sunset Lane
Hatboro, PA 19040Cumberland County
Hopewell TownshipNewburg Run (7B) 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 or protests. Each commentator will be notified in writing of the time and place if a hearing or conference concerning the plan or 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.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation 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.
Industrial waste and sewerage applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001).
Southeast Regional Office: Regional Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
WQM Permit No. 2300408. Sewerage. Concord Country Club, P. O. Box 168, Route 202, Concordville, PA 19331. Applicant is requesting approval for the construction and operation to replace an existing treatment facility with a fiberglass package treatment plant to serve the Concord Country Club located in Concord Township, Delaware County.
WQM Permit No. 1500415. Sewerage. East Marlborough Township, 721 Unionville Road, Kennett Square, PA 19348. Applicant is requesting approval for the construction and operation of a wastewater collection system, pump station and forcemain to serve Hicks Tract Southeast Subdivision located in East Marlborough Township, Chester County.
Northeast Regional Office: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2511.
A. 5800402. Montrose Municipal Authority, P. O. Box 306, Montrose, PA 18801. Application to rerate the treatment plant's hydraulic capacity, located in Bridgewater Township, Susquehanna County. Application received in the Regional Office May 31, 2000.
Southcentral Regional Office: Water Management Program Manager, 909 Elmerton Avenue, 2nd Floor, Harrisburg, PA 17110-8200, (717) 705-4707. Persons who wish to review any of these applications should contact Mary DiSanto at (717) 705-4732.
A. 0100402. Sewage, submitted by Biglerville Borough Authority, 33 Musselman Avenue, Biglerville, PA 17307, Butler Township, Adams County to replace and upgrade a pumping station was received in the Southcentral Region on May 24, 2000.
A. 0600405. Sewage, submitted by City of Reading, 8th and Washington Streets, Reading, PA 19601 in Reading City, Berks County to replace the 19th Ward Pump Station was received in the Southcentral Region on May 26, 2000.
A. 0600406. Sewage, submitted by Municipal Authority of the Township of Spring, 2800 Shillington Road, Sinking Spring, PA 19608 in Reading City, Berks County to replace the 19th Ward Pump Station was received in the Southcentral Region on May 26, 2000.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
A. 6500202. Industrial waste, Texas Eastern Transmission Corporation, 5400 Westheimer Court, WO-8A16, Houston, TX 77056-5310. Application for the construction and operation of a Wastewater Treatment Facility to serve the Delmont Compressor Station located in Salem Township, Westmoreland County.
A. 0200408. Sewerage, West Mifflin Sanitary Sewer Municipal Authority, 1302 Lower Bull Run Road, West Mifflin, PA 15122-2902. Application for the construction and operation of a Wet Weather Equalization Tank to serve the Belmont Avenue and Curry Hollow Rd. located at West Mifflin Borough, Allegheny County.
A. 5670406-A1. Sewerage, Indian Lake Borough, 1301 Causeway Drive, Central City, PA 15926. Application for the replacement and operation of the existing Equalization Tank and the addition of a blower to aerate the tank to serve the Indian Lake Borough STP, located in Indian Lake Borough, Somerset County.
A. 6500404. Sewerage, Gerald F. Keller, 5689 Vickie Lane, Bedford, OH 44146-2404. Application for the construction and operation of a sewage treatment plant to serve the Keller Residence located in Ligonier Township, Westmoreland County.
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, (814) 332-6942.
WQM Permit No. 6200407. Sewage, Daniel R. Grable, R. R. 2, Box 51, Pittsfield, PA 16340. This project is for the construction of a Single Residence Sewage Treatment Plant in Pittsfield Township, Warren County.
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