NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[36 Pa.B. 7884]
[Saturday, December 23, 2006]
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
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #)EPA Waived
Y/N ?PA0082082 (Sew) Jerry Bolyard
309 Bear Gap Road
Clearville, PA 15535-9110
Bedford County
Southampton Township
UNT to Lost Run
13-A
Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #)EPA Waived
Y/N ?PA0028428 Amendment
No. 1Brockway Area Sewer Authority
70 Industrial Park Drive
Brockway, PA 15824
Brockway Borough
Jefferson County
Little Toby Creek
17-A
Y PA0221261
Richard A. and Pamela A. Roupe
600 Minard Run Road
Bradford, PA 16701
Bradford Township,
McKean County
UNT to Minard Run
16-C
Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
Application No. PA 0036269, Sewage, Stewartstown Borough Authority, Six North Main Street, Stewartstown, PA 17363.
Description of activity: The application is for the renewal of an NPDES permit for an increased discharge of treated sewage from a publicly owned treatment works in Hopewell Township, York County.
The receiving water, Ebaughs Creek, is in Watershed 7-I and is classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Aberdeen Proving Ground in Maryland is located on Deer Creek, approximately 43 miles downstream. The discharge is not expected to affect the water supply.
The proposed final effluent limits for Outfall 001 based on an annual average flow rate of 0.625 mgd, to become effective 2 years following permit issuance, are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 Total Phosphorus 2.0 4.0 NH3-N (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 8.5 17 Dissolved Oxygen minimum of 5.0 at all times
pH (S.U.) 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) 5,300/100 ml as a geometric average Total Metals* Monitor and
ReportTotal Nitrogen Monitor and
ReportTotal Kjeldahl Nitrogen Monitor and
ReportNO3-N + NO2-N Monitor and
ReportSpecific Conductance ((µhos/cm) Monitor and
Report* Total Metals include Total Copper, Total Lead, Total Zinc, Total Selenium, Total Silver, Total Mercury, Total Cadmium and Total Antimony.
In addition, annual mass loading limitations of 1,342 lbs/year for Total Phosphorus and 10,740 lbs/year for Total Nitrogen are proposed based on a 2010 projected flow rate of 0.441 mgd.
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 0021075, Sewage, Borough of Myerstown, 101 East Washington Avenue, Myerstown, PA 17067-1142. This facility is located in Jackson Township, Lebanon County.
Description of activity: The application is for an NPDES permit to expand an existing discharge of treated sewage from 1.6 mgd to 2.0 mgd.
The receiving stream, Tulpehocken Creek, is in Watershed 3-C and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Western Berks Water Authority is located on the Tulpehocken Creek, approximately 32 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 17 37 34 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 5.5 11 (11-1 to 4-30) 16.5 33 Total Phosphorus 1.0 2.0 Total Residual Chlorine 0.34 1.1 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) 2,000/100 ml as a geometric average 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 0085065, Industrial Waste, Process Recovery Corporation, 2909 Windmill Road, Sinking Spring, PA 19608. This facility is located in Cumru Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated industrial waste.
The receiving stream, Schuylkill River is in Watershed 3-C and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Pottstown Borough Water and Sewer Authority located on the Schuylkill River, approximately 14 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 0.025 mgd are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH from 6.0 to 9.0 inclusive
Total Suspended Solids Monitor and Report Monitor and Report Total Dissolved Solids Monitor and Report Monitor and Report Color Monitor and Report Monitor and Report CBOD5 Monitor and Report Monitor and Report 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.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0005037, Industrial Waste, SIC, 4911, EME Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748. This application is for renewal of an NPDES permit to discharge treated process water, sewage, cooling water and storm water, from the Homer City Power Station in Center Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, tributaries of Two Lick Creek, Blacklick Creek and Cherry 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 Buffalo Township Municipal Water Authority, located at Freeport, 57 miles below the discharge point.
Outfall 001: existing discharge, design flow of 2.16 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 1.38 Free Available Chlorine 0.2 0.5 Chromium 0.2 0.2 Zinc 1.0 1.0 Temperature (°F) (7-1 to 7-31) 84.4 (8-1 to 6-30) 110 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 1.45 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 100 Oil and Grease 15 20 30 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge, design flow of 0.32 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Dissolved Iron 2.0 4.0 Manganese 2.0 4.0 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.87 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 007: existing discharge, design flow of 0.015 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.015 TSS 30 60 CBOD5 25 60 Dissolved Oxygen 5.0 (minimum) Fecal Coliform (5-1 to 9-30) (#/100 ml) 200 1,000 (10-1 to 4-30) (#/100 ml) 2,000 TRC 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Outfall 008: existing discharge, design flow of 0.016 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.016 TSS 30 60 CBOD5 25 50 Dissolved Oxygen 5.0 (minimum) Fecal Coliform (5-1 to 9-30) (#/100 ml) 200 1,000 (10-1 to 4-30) (#/100 ml) 2,000 TRC 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Outfall 011: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 012: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 014: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 60 Outfall 015: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 016: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 018: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Dissolved Iron 4 7 pH not less than 6.0 nor greater than 9.0 Outfall 020: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Dissolved Iron 2 4 Manganese 2 4 pH not less than 6.0 nor greater than 9.0 Outfall 023: existing discharge, interim limits
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS Monitor and Report Iron Monitor and Report
pH Monitor and Report Outfall 023: existing discharge, final limits
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 35 70 90 Iron 3.0 6.0 7.0 pH Not less than 6.0 nor greater than 9.0 Outfall 027: existing discharge, design flow of 0.179 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 CBOD5 25 50 Oil and Grease 15 20 Temperature (°F) 110 Beryllium 0.8 1.6 Lead 0.1 0.2 Selenium 0.8 1.6 Boron Monitor and Report MBAS Monitor and Report Osmotic Pressure Monitor and Report TDS Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 126 and 226: existing discharges.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Free Available Chloride 0.2 0.5 Chromium 0.2 0.2 Zinc 1.0 1.0 Temperature (°F) (1-1 to 1-31) 97 (2-1 to 2-29) 93 (3-1 to 6-15) 110 (6-16 to 6-30) 99 (7-1 to 7-31) 79 (8-1 to 8-15) 109 (8-16 to 10-15) 110 (10-16 to 11-15) 105 (11-16 to 11-30) 89 (12-1 to 12-31) 84 pH not less than 6.0 nor greater than 9.0 Outfalls 006, 013, 017, 019, 021, 022, 024--026, 028 and 029 shall consist solely of uncontaminated storm water.
The EPA waiver is not in effect.
PA0217093, Industrial Waste, SIC, 3315, Johnstown Wire Technologies, Inc., 124 Laurel Avenue, Johnstown, PA 15906. This application is for renewal of an NPDES permit to discharge treated process water, stormwater, untreated cooling water and groundwater from its Johnstown Plant in the City of Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Conemaugh River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing downstream potable water supply is Buffalo Township Municipal Authority, located in Freeport, PA, 75.5 miles below the discharge point.
Internal Outfall 613: existing discharge, average flow of 1.44 mgd, Interim Limits.
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 375.27 808.07 31 60 75 Oil and Grease 275.97 361.62 26 52 Cadmium 0.26 0.69 0.86 Chromium 1.71 2.77 3.46 Copper 2.07 3.38 4.23 Lead 3.08 5.96 0.43 0.69 0.86 Nickel 2.38 3.98 4.98 Silver 0.24 0.43 0.54 Zinc 10.56 17.20 1.48 2.61 3.26 Cyanide 0.65 1.20 1.50 Total Toxic Organics 2.13 Iron 3.5 7.0 8.75 pH not less than 6.0 nor greater than 10.0 The EPA waiver is in effect.
Internal Outfall 613: existing discharge, average flow of 1.44 mgd, Final Limits.
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 375.27 808.07 31 60 75 Oil and Grease 275.97 361.62 26 52 Cadmium 0.011 0.022 0.028 Chromium 1.71 2.77 3.46 Copper 0.072 0.144 0.180 Lead 3.08 5.96 0.15 0.30 0.38 Nickel 2.38 3.98 4.98 Silver 0.021 0.042 0.053 Zinc 10.56 17.20 0.62 1.24 1.55 Cyanide 0.65 1.20 1.50 Total Toxic Organics 2.13 Iron 3.5 7.0 8.75 pH not less than 6.0 nor greater than 10.0 Internal Outfalls 615 and 623: existing discharge, flow of varied mgd, emergency overflows, Interim Limits.
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 375.27 808.07 31 60 75 Oil and Grease 275.97 361.62 26 52 Cadmium 0.26 0.69 0.86 Chromium 1.71 2.77 3.46 Copper 2.07 3.38 4.23 Lead 3.08 5.96 0.43 0.69 0.86 Nickel 2.38 3.98 4.98 Silver 0.24 0.43 0.54 Zinc 10.56 17.20 1.48 2.61 3.26 Cyanide 0.65 1.20 1.50 Total Toxic Organics 2.13 Iron 3.5 7.0 8.75 pH not less than 6.0 nor greater than 10.0 Other Conditions: Limits apply only in the case of an emergency overflow.
Internal Outfalls 615 and 623: existing discharge, flow of varied mgd, emergency overflows, Final Limits.
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 375.27 808.07 31 60 75 Oil and Grease 275.97 361.62 26 52 Cadmium 0.011 0.022 0.028 Chromium 1.71 2.77 3.46 Copper 0.072 0.144 0.180 Lead 3.08 5.96 0.15 0.30 0.38 Nickel 2.38 3.98 4.98 Silver 0.021 0.042 0.053 Zinc 10.56 17.20 0.62 1.24 1.55 Cyanide 0.65 1.20 1.50 Total Toxic Organics 2.13 Iron 3.5 7.0 8.75 pH not less than 6.0 nor greater than 10.0 Other Conditions: Limits apply in the case of an emergency overflow.
Outfall 603: existing discharge, average flow of 1.87 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mdg) Monitor and Report Temperature (°F) 110 Oil and Grease 15 30 Zinc 0.95 1.9 Nitrate-Nitrite Nitrogen Monitor and Report pH not less than 6.0 nor greater than 9.0 Internal Outfall 614: existing discharge, average flow of 0.08 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 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Internal Outfall 625: existing discharge, average flow of 0.034 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 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Internal Outfall 617: existing discharge, average flow of 0.05 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 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Outfalls 601, 602 and 604--607: existing discharge, flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Zinc Monitor and Report Nitrate-Nitrite Nitrogen Monitor and Report The permittee must complete a Storm Water Pollution Prevention Plan for Outfalls 601--607.
Other Conditions: A Part C Condition requiring a Toxics Reduction Evaluation is included.
PA0094269, Sewage, James D. Sheridan, 151 Adams Road, Gallitzin PA 15641. This application is for renewal of an NPDES permit to discharge treated sewage from Sheridan Small Flow STP in Gallitzin Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Clearfield Creek, 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 Pennsylvania American White Deer Treatment Plant located on the Susquehanna River.
Outfall 001: existing discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine Monitor and Report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications Under the Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
WQM Permit No. 1506418, Sewerage, West Brandywine Township Municipal Authority, 198 Lafayette Road, Coatesville, PA 19320. This proposed facility is located in West Brandywine Township, Chester County.
Description of Action/Activity: Construction and operation of 32,025 gpd capacity plant, subsurface storage basin, pump station and drip irrigation system.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 0706405, Sewerage, Jody O. Bradley, R. D. 1, Box 948, Claysburg, PA 16625. This proposed facility is located in Greenfield Township, Blair County.
Description of Proposed Action/Activity: Seeking approval for the construction/operation of a small flow sewage treatment system to serve their single family residence on Pine Hollow Road.
WQM Permit No. 0606408, Sewerage, Galen Hall Corporation, 815 Lancaster Avenue, Reading, PA 19607. This proposed facility is located in South Heidelberg Township, Berks County.
Description of Proposed Action/Activity: Seeking approval for the construction/operation of modifications/upgrades to their existing sewage treatment plant.
WQM Permit No. 2182405 Amendment 06-1, Sewerage, Newburg-Hopewell Joint Authority, P. O. Box 128, Newburg, PA 17240. This proposed facility is located in Hopewell Township, Cumberland County.
Description of Proposed Action/Activity: Seeking approval for the design organic loading to be increased due to the increased capacity of new clarification tanks.
WQM Permit No. 4406401, Sewerage, Borough of Lewistown, 2 East Third Street, Lewistown, PA 17044-1799. This proposed facility is located in Lewistown Borough, Mifflin County.
Description of Proposed Action/Activity: Seeking approval of a project that involves the realignment of public sanitary sewer including the installation of approximately 157 linear feet of 15-inch gravity sewer and approximately 219 linear feet of 8-inch force main.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. WQG016136, Sewerage, Kevin Sweger, 1137 Hunts Ridge, Cresent, PA 15046. This proposed facility is located in Hanover Township, Beaver County.
Description of Proposed Action/Activity: Application for construction and operation of a small flow, single residence sewage treatment plant.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 2006, Sewerage, Cochranton Borough, 109 East Adams Street, P. O. Box 66, Cochranton, PA 16314. This proposed facility is located in Cochranton Borough and Wayne Township, Crawford County.
Description of Proposed Action/Activity: This project is for the construction and operation of a new sewage treatment facility.
WQM Permit No. 2406401, Sewerage, Johnsonburg Municipal Authority, 520 A Market Street, Johnsonburg, PA 15845. This proposed facility is located in Johnsonburg Borough, Elk County.
Description of Proposed Action/Activity: This project is for an upgrade to the Johnson's Run Pump Station and facilities relocation.
WQM Permit No. 1006409, Sewerage, Slippery Rock Municipal Authority, P. O. Box 57, 633 Kelly Boulevard, Slippery Rock, PA 16057. This proposed facility is located in Slippery Rock Township, Butler County.
Description of Proposed Action/Activity: This project is for a septage receiving station to provide preliminary treatment to protect the existing sewage treatment units and will include a flow meter and card reader to efficiently monitor the septage received.
WQM Permit No. 1006410, Sewerage, Saxonburg Area Authority, 420 West Main Street, Saxonburg, PA 16056. This proposed facility is located in Penn Township, Butler County.
Description of Proposed Action/Activity: This project is for a 9 lot residential subdivision/development.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities
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