NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[35 Pa.B. 6330]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments 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.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0060216 Sterling Sewer and Water Company, LLC
P. O. Box 125
Lake Ariel, PA 18436Wayne County
Sterling TownshipUban Creek
1CY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0088609
(Sew)Broad Top Township
187 Municipal Road
P. O. Box 57
Defiance, PA 16633-0057Bedford County
Broad Top TownshipRaystown Branch Juniata River/11-D Y PA0032379
(IW)Safe Harbor Water Power Corporation
One Powerhouse Road
Conestoga, PA 17516-9651Lancaster County
Manor TownshipSusquehanna River/7-J Y PA0110931
(Sew)Bernard J. George
Shellbark Campground
166 Shellbark Road
Manns Choice, PA 15550Bedford County
Napier TownshipDunning Creek/11-C Y
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0209201
(Nonmunicipal)Terrace Hills Mobile Home Park
R. R. 1, Box 44A
Sugar Run, PAWyalusing Township
Bradford CountyWyalusing Creek
(SWP 4D)Y PA0209368
(Sewage)Benton Foundry, Inc.
5297 SR 487
Benton, PA 17814-9550Sugarloaf Township
Columbia CountyUNT to Coles Creek
CWFY PA0112585
SewerageJohn B. Watkins
R. D. 1, Box 29
East Smithfield, PA 18817Ulster Township
Bradford CountyToad Hollow
4-BY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0104086 Mercer Forge Corporation
200 Brown Street
P. O. Box 272
Mercer, PA 16137Mercer Borough
Mercer CountyOtter Creek
20-AY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0244040, Shelly Square, LP, Shelly Square Wastewater Treatment Plant, SIC 4952, 528 Main Street, Harleysville, PA 19428. Wastewater treatment plant is located at Route 63 and Shelly Road, Salfordville, PA 18958. This is a new facility located in Upper Salford Township, Montgomery County.
Description of Proposed Activity: This application is for a new facility/NPDES permit to discharge treated sanitary wastewater to East Branch Perkiomen Creek.
The receiving stream, East Branch Perkiomen Creek, is in the State Water Plan watershed 3E-Perkiomen and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water intake/supply is Surburban Water Company and is approximately 15 miles downstream on Perkiomen Creek.
The proposed effluent limits for Outfall 001 are based on a design flow of 12,446 gpd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum (mg/l) Flow (Record) CBOD5 15 30 Total Suspended Solids 15 30 NH3 as N 1.50 3.0 Total Phosphorus 0.50 1.0 Fecal Coliform* 200#/100 ml
Dissolved Oxygen 6.0 (Min.)
Total Nitrogen Monitor/Report pH (STD Unit) 6.0 (Min.) Total Dissolved Solids Monitor/Report 9.0 (Max.) Oil and Grease Monitor/Report
*UV Disinfection In addition to the effluent limits, the permit contains the following major special conditions:
1. Discharge must not cause nuisance or health hazard.
2. Sludge disposal according to State and Federal regulations.The EPA waiver is in effect.
PA0025976, Sewage, SIC 4952, Upper Moreland Hatboro Joint Sewer Authority, 2875 Terwood Road, P. O. Box 535, Willow Grove, PA 19090-0535. This proposed facility is located in Upper Moreland Township, Montgomery County.
Description of Proposed Activity: renewal of the NPDES permit to discharge treated sewage at an average annual rate of 7.173 mgd and a maximum monthly flow of 9.08 mgd to Pennypack Creek.
The receiving stream, Pennypack Creek, is in the State Water Plan watershed 3J and is classified for trout stocking and migratory fishery. There is no nearest downstream public water supply intake.
The proposed effluent limits for Outfall 001 are based on a design flow of 7.173 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Fecal Coliform 200 Col.
per 100 mlDissolved Oxygen 6.0 minimum pH (STD) 6.0 minimum 9.0 Copper, Total Monitor Monitor Monitor Zinc, Total 0.19 0.37 0.47 In addition to the effluent limits, the permit contains the following major special conditions:
1. NH3-N instantaneous maximum during the month of May is allowed at 5.0 mg/l.
2. Implementation of Infiltration/Inflow Abatement Program.
3. Implementation of High Flow Maintenance Plan.
4. Blending during influent flow exceeding 17 mgd.
5. Emergency discharge through a separate Outfall during influent flow exceeding 23 mgd.
6. Pretreatment Program.
7. Sludge Disposal.
8. Stormwater Outfalls.
9. Operations and Maintenance Plan.
10. Laboratory Certification.The changes are made to the notice published at 31 Pa.B. 1592 (March 24, 2001).
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0008346, Industrial Waste, SIC 4941, NAICS Code 22131, Pennsylvania-American Water Company, 100 N. Pennsylvania Avenue, Wilkes-Barre, PA 18701. The proposed facility is located in Harmony Township, Susquehanna County.
Description of Proposed Activity: application to renew an existing NPDES permit.
The receiving stream, East Branch Canawacta Creek, is in the State Water Plan Watershed 4E and is classified as a CWF.
The nearest downstream public water supply intake for Danville Borough Water Authority is located on the Susquehanna River approximately 100 miles below the point of discharge.
The proposed effluent limits for Outfalls 001 and 002 are based on a design flow of 0.0493 mgd:
Monthly Maximum Instantaneous Parameter Average Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30.0 60.0 Total Iron 2.0 4.0 Total Alumium 4.0 8.0 Total Manganese 1.0 2.0 pH 6.0 to 9.0 s.u. at all times TRC 0.26 0.60 The EPA waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0247804, Industrial Waste, SIC Code 3841, PMP Investments LLC--Precision Medical Products, Inc. This facility is located in East Cocalico Township, Lancaster County.
Description of activity: The application is for issuance of an NPDES permit for new discharge of treated industrial waste.
The receiving stream, UNT of Stony Run, is in Watershed 7-J and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Ephrata Area Water Company located on the Cocalico Creek, approximately 6 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.00216 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH from 6.0 to 9.0 inclusive Temperature Monitor Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0010782, SIC Codes 4911, 4953 and 4952, Industrial Waste, Reliant Energy Mid Atlantic Power Holdings, LLC (Titus Power Plant), 121 Champion Way, Canonsburg, PA 15317. This application is for renewal of an NPDES permit for existing discharge of treated industrial waste to the Schuylkill River in Watershed 3C in Cumru Township, Berks County.
The receiving stream is classified for WWF, recreation, water supply and fish consumption. The nearest downstream potable water supply is the Pottstown Borough located in on the Schuylkill River. The discharge is not expected to impact the potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.469 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 s.u. at all times
Total Suspended Solids 30 100 100 Oil and Grease 15 20 20 Total Residual Chlorine 0.50 1.60 Total Dissolved Solids 1,000 2,000 2,500 The proposed effluent limits for Outfall 002 for a design flow of 2.149 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 s.u. at all times
Total Suspended Solids 30 100 100 Oil and Grease 15 20 20 Total Residual Chlorine Monitor and Report Total Copper 0.44 1.00 1.1 Total Iron 1.00 2.00 2.50 Total Dissolved Solids 1,000 2,000 2,500 The proposed effluent limits for Outfall 004 for a design flow of 1.007 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 s.u. at all times
Total Suspended Solids 30 100 100 Total Dissolved Solids 3,500 7,000 8,750 Oil and Grease 15 20 20 The proposed effluent limits for Outfall 104 for a design flow of 0.147 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 s.u. at all times
Total Suspended Solids 30 100 100 Oil and Grease 15 20 20 Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0088781, Industrial Waste, Conectiv Mid Merit, LLC, P. O. Box 6066, Mail Stop: 92DC72, Newark, DE 19714-6066. The proposed facility will be located in Peach Bottom Township, York County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of cooling tower blowdown.
The receiving stream, Susquehanna River, is in Watershed 7-I and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is the City of Baltimore, located on the Susquehanna River approximately 9 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits and monitoring requirements for Outfall 001 based on a maximum discharge rate of 6.01 mgd are:
Mass (lbs/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH 6.0 to 9.0 inclusive
Free Available Chlorine 0.2 0.5 Intake Temperature Monitor and Report Effluent Temperature Monitor and Report 110°F Net Hourly Instream
Temperature Change2°F Heat Rejection Rate Monitor and Report Net Total Suspended Solids 30 60 75 Total Aluminum Monitor and Report Total Copper Monitor and Report The proposed effluent limits for Outfall 100 (internal monitoring point) based on a maximum discharge rate of 0.4 mgd are:
Mass (lbs/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease 15 20 30 Total Suspended Solids 30 100 Three stormwater outfalls are also identified in the permit, with annual monitoring requirements. Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701PA0009270, Industrial Waste SIC, 2047, Del Monte Corporation, One Market Street, San Francisco, CA 94119-3575. This existing facility is located in South Centre Township, Columbia County.
Description of Proposed Activity: This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater.
The receiving stream, Susquehanna River, is in the State Water Plan watershed 5D and classified for WWF. The nearest downstream public water supply intake for Danville Water Authority is located on Susquehanna River 17 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.671 mgd.
Mass Units (lbs/day) Concentration (mg/l) Average Maximum Minimum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH 6.0 9.0 BOD5 810 1,620 289 TSS 985 1,970 352 Oil and Grease 15 30 30 Ammonia-N 7.8 13.3 Total Chlorine (5-1 to 9-30) 0.5 1.6 Fecal Coliforms (5-1 to 9-30) 200 geometric mean
Mass Load Pounds Concentration (mg/l) Monthly Annual Minimum Average Maximum Instantaneous Parameter Monthly Daily Maximum Ammonia-N Report Report Report Kjeldahl-N Report Report Report Nitrite/Nitrate-N Report Report Report Total Nitrogen-N Report Report Report Total Phosphorus Report Report Report
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0218383, Industrial Waste, SIC, 4911, Allegheny Energy Supply Company, LLC, 800 Cabin Hill Drive, Greensburg, PA 15061. This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater from Springdale Combustion Turbine Generating Plant in Springdale Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, the Allegheny River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Oakmont Borough Municipal Authority, located at 721 Allegheny Avenue, 4.21 miles below the discharge point.
Outfall 101: existing discharge, average flow of 0.0105 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) 110 The 126 priority pollutants
(Appendix A) contained in
chemicals added for cooling tower maintenance, except:
NondetectChromium (T) 0.2 0.2 Zinc (T) 1.0 1.0 Free Available Chlorine 0.2 0.5 Total Residual Chlorine 0.5 1.0 pH (s.u.) not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 201: existing discharge, average flow of 0.0103 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 Total Dissolved Solids Monitor and Report
Iron 2 4 Aluminum 4 8 Manganese 1 2 pH (s.u.) not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, average flow of 0.0208 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease 15 30 This outfall shall consist solely of those sources
from internal monitoring points 101 and 201.PA0252930, Industrial Waste, SIC, 2869, TransTechnology Corporation, 700 Liberty Avenue, P. O. Box 3300, Union, NJ 07083-3300. This application is for issuance of an NPDES permit to discharge treated process water from a groundwater treatment system in Conemaugh Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, UNT of Elders Run, classified as a CWF with existing and/or potential uses for aquatic life, water supply, and recreation. The first existing/proposed downstream potable water supply (PWS) is the Buffalo Township Municipal Authority, located at Freeport, 32 miles below the discharge point.
Outfall 001: new discharge, design flow of 0.0086 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 Iron 3.5 7.0 Manganese 2.0 4.0 Benzene 0.001 0.0025 Chloroform 0.197 0.493 Methylene chloride 0.092 0.23 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0097527, Sewage, Kenneth W. and Lori A. Cipra, 11600 Wilshire Drive, North Huntingdon, PA 15642. This application is for renewal of an NPDES permit to discharge treated sewage from 51 Manor Mobile Home Park STP in Perry Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Browneller Run, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply, and recreation. The first downstream potable water supply intake from this facility is the McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.0031 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) 7.0 14.0 (11-1 to 4-30) 21.0 42.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlrorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0253073, Sewage, Elk Lick Energy, Inc., P. O. Box 240, Friedens, PA 15541. This application is for issuance of an NPDES permit to discharge treated sewage from Roytown Site STP in Lincoln Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Horner Run, which are classified as a CWF 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 Blairsville Municipal Authority.
Outfall 001: new discharge, design flow of 0.0035 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) 11.0 22.0 (11-1 to 4-30) 25.0 50.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 5405403, Little Washington Wastewater Co., 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. This proposed facility is located in North Union Township, Schuylkill County.
Description of Proposed Action/Activity: This project involves the installation of a mechanical screen at the Eagle Rock WTP.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 5005401, Sewerage, Gary and Judith Cryder, 101 Fleisher Road, Marysville, PA 17053. This proposed facility is located in Rye Township, Perry County.
Description of Proposed Action/Activity: Construction of a small flow sewage treatment system to serve their existing single family residence.
WQM Permit No. WQG01360502, Sewerage, Sauder Brothers Partnership, Lot No. 1, 1464 Mastersonville Road, Manheim, PA 17545. This proposed facility is located in Rapho Township, Lancaster County.
Description of Proposed Action/Activity: Construction of small flow sewage treatment system to serve Lot No. 1's single family residence on N. Side Oak Tree Road, Manheim, PA.
WQM Permit No. WQG01360503, Sewerage, Sauder Brothers Partnership, Lot No. 2, 1464 Mastersonville Road, Manheim, PA 17545. This proposed facility is located in Rapho Township, Lancaster County.
Description of Proposed Action/Activity: Construction of a small flow sewage treatment system to serve Lot No. 2's single family residence on North Side Oak Tree Road, Manheim.
WQM Permit No. 6705411, Sewerage, Windsor Township, 1480 Windsor Road, P. O. Box 458, Red Lion, PA 17356. This proposed facility is located in Windsor Township, York County.
Description of Proposed Action/Activity: Construction of a proposed sewage pumping station and force main for the Shadow Ridge residential development.
WQM Permit No. 3605410, Sewerage, Lancaster Area Sewer Authority, 130 Centerville Road, Lancaster, PA 17603 . This proposed facility is located in Manheim Township, Lancaster County.
Description of Proposed Action/Activity: Proposed upgrade and expansion of the Pleasure Road pump station.
WQM Permit No. 0605202, Industrial Waste, Reading Area Water Authority, 815 Washington Street, Reading, PA 19601-3637. This proposed facility is located in Ontelaunee Township, Berks County.
Description of Proposed Action/Activity: Authorization to construct a new potable water transmission main and booster pumping station.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 5602403-A1, Sewerage, Conemaugh Township Supervisors, 1120 Tire Hill Road, Johnstown, PA 15905. This proposed facility is located in Conemaugh Township, Somerset County.
Description of Proposed Action/Activity: Application for the addition of a belt filter press and necessary appurtenances.
The Pennsylvania Infrastructure Investment Authority which administers the Commonwealth's State Revolving Fund has been identified as a possible funding source. The Department of Environmental Protection's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
WQM Permit No. 0205410, Sewerage, Pittsburgh Water & Sewer Authority, 441 Smithfield Street, Pittsburgh, PA 15222. This proposed facility is located in the City of Pittsburgh, Allegheny County.
Description of Proposed Action/Activity: Application to enlarge existing sewer line and relocate existing diversion chamber to maximize flow to existing interceptor.
WQM Permit No. 467S028-A3, Sewerage, McCandless Township Sanitary Authority, 418 Arcadia Drive, Pittsburgh, PA 15237-5597. This proposed facility is located in McCandless Township, Allegheny County.
Description of Proposed Action/Activity: Application for upgrade of existing STP.
WQM Permit No. 5605402, Sewerage, Elk Lick Energy, Inc., P. O. Box 240, Friedens, PA 15541. This proposed facility is located in Lincoln Township, Somerset County.
Description of Proposed Action/Activity: Application for the construction and operation of a sewage disposal facility for an underground mine operation.
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