NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 4359]
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 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 this application. Responses should include the name, address and telephone number of the commentator and a concise statement to inform the Field Office 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, comments received and other information are on file and may be inspected and arrangements made for copying at the Field Office indicated above the application.
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.
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 0058076. Sewage, Eva Dietrich, 25 College Avenue, Collegeville, PA 19426.
This application is for issuance of an NPDES permit to discharge from treated sewage from Dietrich Residence STP in Upper Salford Township, Montgomery County. This is a new discharge to Vaughn Run.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The first downstream potable water supply intake from this facility is the Philadelphia Suburban Water Company in Upper Providence Township.
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 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.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0063347. Sewerage, Wayne Romanishan Sr., 195 E. Moorestown Road, Wind Gap, PA 18091.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into an unnamed tributary to Bushkill Creek in Bushkill Township, Northampton County.
The receiving stream is classified for the following uses: high quality, cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0006 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform 200/100 ml as a geometric mean pH 6.0 to 9.0 standard units at all times Total Residual Chlorine monitor and report The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0218464. Industrial waste, SIC, 4911, Allegheny Energy Supply Company (Unit 8 and Unit 9), 800 Cabin Hill Drive, Greensburg, PA 15601.
This application is for issuance of an NPDES permit to discharge treated process water, cooling water and stormwater from GANS combustion turbine project in Springhill Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary to Grassy 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 Albert Gallatin Municipal Authority, located at Point Marion, PA, approximately 6.0 miles below the discharge point.
Outfall 001: new discharge, design flow of 0.006 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature (°F) January 1--31 45.0 February 1--29 46.0 March 1--31 60.0 April 1--15 68.0 April 16--30 74.0 May 1--15 74.0 May 16--31 89.0 Other Conditions: In cooling tower blowdown from IMP 101, there shall be no detectable amount of the 126 priority pollutants from chemicals added for cooling tower maintenance except for zinc and chromium. The 126 priority pollutants are listed in 40 CFR 423 Appendix A.
The EPA waiver is in effect.
Outfall 101: existing discharge, design flow of 0.006 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum June 1--15 93.0 June 16--30 97.0 July 1--31 94.0 August 1--31 93.0 September 1--15 89.0 September 16--30 83.0 October 1--15 77 October 16--31 71 November 1--15 63 Outfall 101: new discharge, design flow of 0.006 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum November 16--30 54.0 December 1--31 46.0 Chromium 0.2 0.2 Free Available Chlorine 0.2 0.5 Copper .015 .030 Silver 0.003 0.006 Zinc .100 .200 Bromoform 0.025 0.050 Chloroform 0.037 0.074 Dichlorobromomethane 0.002 0.004 Aluminum 0.667 1.33 pH not less than 6.0 nor greater than 9.0 Outfall 201: new discharge, design flow of 0.003 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 pH not less than 6.0 nor greater than 9.0 Outfall 001: new discharge, design flow of 0.009 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Outfall 001 receives wastewater from Internal Monitoring Points (IMPs) 101 and 201. The effluent monitoring and sampling takes place at IMPs 101 and 102. PA 0026255. Sewage, Allegheny Valley Joint Sewage Authority, 2400 Freeport Road, P. O. Box 158, Cheswick, PA 15024.
This application is for renewal of an NPDES permit to discharge treated sewage from The Allegheny Valley Joint Sewage Authority STP in Harmar Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as the Allegheny 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 Fox Chapel Water Authority.
Outfall 001: existing discharge, design flow of 5.1 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) 50,000/100 ml as a geometric mean Total Residual Chlorine 0.5 1.6 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA 0028657. Sewage, Nanty Glo Sanitary Sewer Authority, 879 Wood Street, Nanty Glo, PA 15943.
This application is for renewal of an NPDES permit to discharge treated sewage from the Nanty Glo Sewage Treatment Plant located in Nanty Glo, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as South Branch Blacklick 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 Saltsburg Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.55 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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0216674. Sewage. RAG Cumberland Resources, LP, Waynesburg, PA 15370.
This application is for renewal of an NPDES permit to discharge treated sewage from Harbor STP in Monongahela Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela 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 Masontown Borough Waterworks.
Outfall 003: existing discharge, design flow of 0.0015 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 (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 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 0024741. Sewage. Municipal Authority of the Township of Sheffield, 20 Leather Street, Sheffield, PA 16347.
This application is for renewal of an NPDES permit to discharge treated sewage to the West Branch of Tionesta Creek in Sheffield 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 Municipal Authority on the Allegheny River located at Emlenton, approximately 91 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.27 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) 36,700/100 ml as a geometric average Total Residual Chlorine 0.5 1.2 Copper (Interim Limits) monitor and report (Final Limits) 0.0044 0.0088 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0223077. Sewage. Plunkett-Webster, Route 36, Stanton, PA 15825.
This application is for a new NPDES Permit to discharge treated sewage to the Beaver Run in Rose Township, Jefferson County. This is a new 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 Area Water Authority on Redbank Creek located at Hawthorn, approximately 15 miles below point of discharge.
The proposed effluent limits for Outfall No. 006 based on a design flow of 0.001925 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 65,000/100 ml as a geometric average Total Residual Chlorine 0.5 1.5 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 0101974. Sewage. Gaslight Campground, P. O. Box 10, Route 208W, Emlenton, PA 16373.
This application is for renewal of an NPDES permit to discharge treated sewage to the Allegheny River in Scrubgrass 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 Water Company on the Allegheny River located at Emlenton, approximately 5 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.005 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 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 1.0 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 0030686. Sewage. Cross Creek Resort, Inc., R. D. 3, Box 188, PA Route 8, Titusville, PA 16354.
This application is for renewal of an NPDES permit, to discharge treated sewage to Unnamed Tributary to Cherrytree Run in Cherrytree Township, Venango 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 the Emlenton Water Company on the Allegheny River located at river mile 90.0 and is located 37.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.027 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 Ammonia-Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9.0 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 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0035521. Sewage. Pennsylvania Department of Transportation--Rome Township Maintenance Facility, Route 8, Centerville, PA.
This application is for renewal of an NPDES permit, to discharge treated sewage to an Unnamed Tributary to Oil Creek in Rome Township, Crawford 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 Municipal Authority on the Allegheny River located at Emlenton, approximately 63 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.001 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Fecal Coliform (all year) 200/100 ml as a geometric average Total Residual Chlorine 1.5 3.5 pH 6.0--9.0 at all times The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 W. Third Street Suite 101, Williamsport, PA 17701-6510, (717) 327-3666.PA 0114961. SIC 4952, Hughesville-Wolf Township Joint Sewer Authority, 547 Woolen Mill Road, Hughesville, PA 17737.
This proposed action is for reissuance of an NPDES permit for an existing discharge of treated sewage to Muncy Creek in Wolf Township, Lycoming County.
The receiving stream is classified for the following uses: Trout Stocked 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 Pennsylvania American Water Company located at Milton 12 miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.675 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 Ammonia Nitrogen (5-1 to 10-31) 9 13 18 Total Residual Chlorine 0.5 XXX 1.6 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.
PA 0008222. SIC 3274. Graybec Lime Inc., P. O. Box 448, Bellefonte, PA 16823.
This proposed action is for reissuance of an NPDES permit for an existing discharge of pumped well water, stormwater and non-contact cooling water to Buffalo Run in Spring Township, Centre 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 proposed downstream potable water supply (PWS) considered during the evaluation is at Lock Haven on Bald Eagle Creek located approximately 25 miles below the discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 60 gpm are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Flow report report pH within the range of 6.0 to 9.0 The proposed effluent limits for Outfall 002 based on a design flow that varies significantly with precipitation events are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Flow report report pH within the range of 6.0 to 9.0 Total Suspended Solids 30 60 Other Conditions: none
The EPA waiver is in effect.
PA 0113751. Industrial Waste, SIC, TRW--Valve Division, 601 East Market Street, Danville, PA 17821.
This application is for renewal of an NPDES permit to discharge treated groundwater to the Susquehanna River in Danville Borough, Montour County. This is an existing discharge. 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 Sunbury Municipal Authority located 12 miles below the point of discharge.
The receiving stream is classified for warm water fishery, aquatic life, recreation and water supply.
The proposed effluent limits for Outfall 002 based on a design flow of 0.32 mgd are:
Parameter Maximum Daily (mg/l) Vinyl Chloride .016 1,1-Dichloroethene .036 1,1-Dichloroethane .20 t-1,2-Dichloroethene .30 1,1,1-Trichloroethane .45 Trichloroethene .525 Polychlorinated Biphenyls Non-Dect. Carbon Tetrachloride .30 1,1,2-Trichloroethane .66 Chromium as hex monitor only Arsenic monitor only Lead monitor only pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0014567. Industrial Waste, SIC, 4941, Jersey Shore Area Joint Water Authority, P. O. Box 5046, Jersey Shore, PA 17740.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to Pine Creek in Pine Creek Township, Clinton County.
The receiving stream is classified for the following uses: high quality trout stocking, 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 0.015 mgd are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum TSS 30 60 75 Total Iron 2 4 5 Total Manganese 1 2 2.5 Total Aluminum 4 8 10 Total Chlorine De-chlorinate 0.05 pH 6.0--9.0 at all times The EPA waiver is in effect.
Proposed NPDES Permit Renewal Actions for Minor Sewage Discharges
Northeast Regional Office: Regional Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2511.
NPDES Facility Name County and Tributary New Permit No. and Address Municipality Stream Requirements PA-0062375 Stone Hedge Sewer Co., Inc.
4 Hollowcrest Corners
Tunkhannock, PA 18657Wyoming County
TunkhannockUnnamed
Tributary to Osterhout CreekTRC PA-0060861 Wayne Highlands School District
474 Grove Street
Honesdale, PA 18431Wayne County
PrestonUnnamed
Tributary to Equinuk CreekTRC 0046272 Porter Township J.M.A.
326 East Grand Avenue
Tower City, PA 17980Schuylkill County
Porter TownshipWisconisco Creek None
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 PA0081353 Southern States Cooperative Inc.
2388 N. Market St.
Elizabethtown, PA 17022Lancaster County
W. Donegal TownshipUNT to Conewago Creek (7G) 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 name, address and telephone number; identification of the plan or application to which the protest is addressed and a concise statement or protest 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 of any scheduled hearing or conference concerning the plan or action or application to which the protest relates. To insure consideration by the Department prior to final action on permit application 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.
Industrial waste and sewerage applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001).
Northeast Regional Office: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2511.
A. 5400403. Sewerage, Schuylkill County Municipal Authority, 221 South Centre Street, P. O. Box 960, Pottsville, PA 17901. Application to upgrade the I-81 pump station and force main, located in Butler Township, Schuylkill County. Application received in the Regional Office July 26, 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. 0600201. Industrial Waste submitted by Ontelaunee Farms, Inc., Box 219, Temple, PA 19560 in Muhlenberg Township, Berks County to permit their existing storage impoundment was received in the Southcentral Region on July 28, 2000.
A. 6700407. Sewage submitted by Springfield Township Sewer Authority, 9211 Susquehanna Trail South, Seven Valleys, PA 17360, Springfield Township, York County to install PVC gravity lines throughout the Seneca Ridge development was received in the Southcentral Region on August 3, 2000.
Southeast Regional Office: Regional Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
WQM Permit No. 0900412. Sewerage. Chalfont New Britain Township Joint Sewer Authority, 1645 Upper State Road, Doylestown, PA 18901-2666. Applicant is requesting approval for the construction and operation to modify the existing wastewater treatment plant located in Doylestown Township, Bucks County.
Northcentral Regional Office: Department of Environmental Protection, 208 West Third Street, Suite 101, Grit Building, Williamsport, PA 17701.
WQM No. 1900402. Sewerage. Locust Township, R. D. 3, Catawissa, PA 17820. Application submitted to rerate the plant for additional flow and was received on July 10, 2000 at the Northcentral Office.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
A. 0200412. Sewerage, Leroy Brady, #6 Ridge Trailer Park, Murrysville, PA 15668. Application for the construction and operation of small flow sewage treatment plant to serve the Brady Residence located in Plum Borough, Allegheny County.
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