NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[36 Pa.B. 2295]
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
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0033880 Boyertown Area School District
911 Montgomery Avenue
Boyertown, PA 19512Montgomery County
New Hanover TownshipUNT of Swamp Creek Y
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 ? PA0221830 West Sunbury Borough Municipal Authority
P. O. Box 202
West Sunbury, PA 16061Clay Township
Butler CountySouth Branch Slippery Rock Creek
20-CY
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.
PA0031887, SIC 495, Green Hill Mobil Home Corporation, LLC, Green Hill MHC, LLC, P. O. Box 677, Morgantown, PA 19543-0677. This is an existing facility and is located at Route 29, R. D. 2, Green Lane, Marlborough Township, Montgomery County.
Description of Activity: This application is for an existing sewage treatment facility serving Green Hill Mobil Home Park.
The receiving waters, Green Lane Reservoir 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 Aqua Water Company, approximately 8 miles downstream on Perkiomen Creek.
The effluent limits for Outfall 001 are based on a design flow of 30,000 gpd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum (mg/l) Flow CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform* 200/100 ml Monitor and Report Dissolved Oxygen 5.0 pH (STD Unit) 6.0 (Min.) 9.0 Ammonia as N 2.0 4.0 Phosphorus as P 0.5 1.0 *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.
3. Green Lane TMDL WLA in effect for Phosphorus.The EPA waiver is in effect.
PA0056570, Industrial Waste, SIC 2491, Coastal Industrial Products Company, d/b/a Coastal Treated Products Company, P. O. Box 829, 1772 Trueblood Road, Weldon, NC 27890. This proposed facility is located in East Nottingham Township, Chester County.
Description of Proposed Activity: This application requests renewal of a NPDES permit for an existing discharge of stormwater from the applicant's Oxford facility, a treated wood products plant.
The receiving stream, an intermittent tributary to Little Elk Creek, is in the State Water Plan Watershed 7K and is classified for HQ-TSF, MF. There are no public water supply intakes identified downstream. The Pennsylvania/Maryland State Line is approximately 9 river miles downstream from the discharge point.
The proposed effluent limits for Outfalls 001 and 002 for stormwater runoff are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor and Report Suspended Solids Monitor and Report Oil and Grease Monitor and Report Chemical Oxygen Demand Monitor and Report pH Monitor and Report Nitrate plus Nitrite Nitrogen Monitor and Report Iron, Dissolved Monitor and Report Arsenic, Dissolved Monitor and Report Copper, Total Monitor and Report Chromium, Total Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Change of ownership.
2. Requirements applicable to stormwater outfalls.
3. DMR monitoring data semi-annually.
4. BMPs applicable to facilities with SIC Code 2491.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 TS and MF. 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 million gpd.
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 ml
Monitor Dissolved Oxygen 6.0 minimum pH (standard) 6.0 minimum 9.0 Copper, Total Monitor Monitor Monitor Zinc, Total Monitor Monitor Monitor Total Residual Chlorine Monitor 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. Stream Sampling.
3. Pretreatment Program.
4. Sludge Disposal.
5. Stormwater Outfalls.
6. Operations and Maintenance Plan.
7. Laboratory Certification.
8. Chlorine Minimization.
9. Prohibited Discharges.
10. WETT at Renewal.
11. TMDL/WLA Analysis.The changes are made to the notice published at 35 Pa.B. 6789 (December 17, 2005). Also changes are made to the notice published at 36 Pa.B. 2026 (April 29, 2006).
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA No. 0060941-A1, Sewage, Crestwood School District, 3700 Church Road, Mountain Top, PA 18707. This proposed facility is located in Rice Township, Luzerne County.
Description of Proposed Activity: application for decreased discharge of 2,000 gpd to Turner Swamp, a tributary to Wapwallopen Creek, from the Rice Elementary School.
The receiving stream, Turner Swamp a tributary to Wapwallopen Creek is in the State Water Plan watershed 5B and is classified for CWF. The nearest downstream public water supply intake for Danville is located on the Susquehanna River.
The proposed effluent limits for Outfall 001 based on a design flow of 0.002 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total 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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1.2 2.8 PA0062553, Industrial, Pennsylvania American Water--Crystal Lake WPP, 90 Johnson Street, Mountain Top, PA 18707. This proposed facility is located in Fairview Township, Luzerne County.
Description of Proposed Activity: NPDES discharge of water treatment plant wastewater.
The receiving stream, Big Wapwallopen Creek is in the State Water Plan watershed 5B and is classified for CWF. The nearest downstream public water supply intake for Danville is located on the Susquehanna River below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.087 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Aluminum 0.94 1.9 1.3 2.6 Manganese Total 1.0 2.0 Total Iron 2.0 4.0 Total Suspended Solids 30.0 60.0 pH 6.0 to 9.0 standard units at all times
Total Residual Chlorine (Years 1 and 2) Monitor and Report Monitor and Report (Years 3--5) 0.5 1.0
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0248134, Industrial Waste, SIC Code 5399 and 5541, Little Britain Store, Inc., 10 North Little Britain Road, Quarryville, PA17566. This facility is located in Little Britain 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 to Reynolds Run is in Watershed 7-K and classified for HQ-TSF, MF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is the Naval Training Center located on the Susquehanna River, approximately 20 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 0.017 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Benzene 0.001 0.0025 Naphthalene 0.01 0.025 Total BETZ 0.1 0.25 Cumene Report Report Toluene Report Report Ethylbenzene Report Report Xylenes, Total Report Report MTBE Report Report pH (standard unit) between 6.0 and 9.0
Oil and Grease 15 30 Iron, Dissolved 7.0 Total Suspended Solids 30 75 Persons may make an appointment to review the Department of Environmental Protection 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 17701.PA0024091, Sewerage SIC, 4952, Millville Borough, P. O. Box 30, 136 Morehead Avenue, Millville, PA 17846-0030. This existing facility is located in Millville Borough, Columbia County.
Description of Proposed Activity: This proposed action is for hydraulic rerate of an NPDES permit for an existing discharge of treated sewage wastewater.
The receiving stream, Little fishing Creek is in the State Water Plan watershed 5C and classified for CWF. The nearest downstream public water supply intake is United Water of PA at Bloomsburg, located on Fishing Creek, 9 river miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.300 mgd.
Concentration mg/l Mass lbs Monthly Weekly Daily Instantaneous Monthly Annual Parameter Average Average Maximum Maximum Load Load pH within the range of 6.0 to 9.0 CBOD5 25 40 50 TSS 30 45 60 Ammonia-N (5-1 to 10-31) 5 7.5 10 (11-1 to 4-30) 15 22.5 30 Fecal Coliforms: (5-1 to 9-30) 200 #/100 ml geometric mean and not greater than 1,000 #/100ml in more than 10%
of the samples tested
(10-1 to 4-30) 2,000 #/100 ml geometric mean
Copper 58 µg/L 87 µg/L 116 µg/L Ammonia-N Report Kjeldahl-N Report Report Nitrate/Nitrite-N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report The sampling for the following pollutants will be conducted at the force main sewer discharge that connects the White Pines Landfill leachate delivery system to Millville Borough's wastewater collection system. The proposed effluent limits for pretreated landfill leachate will taken from Outfall 101 based on a design flow of 0.050 mgd. Upon integration with untreated sewage wastewater, the waste stream will flow through the Borough's wastewater collection system to the Borough's wastewater treatment plant.
Concentrations µg/L Monthly Instantaneous Parameter Average Maximum Arsenic 840 1,680 Cadmium 19.2 38.4 Chromium, VI 174 348 Lead 54 108 Mercury 0.2 0.4 Nickel 2,670 5,340 Silver 43.8 87.6 Zinc 1,260 2,520 Cyanide, Free 84 168 Aluminum 8,400 16,800 Total Iron 25,000 50,000 Oil and Grease 90,000 180,000 Benzene 90 180 4,4` DDT 0.017 0.034 Chlorobenzene 336 672 Chloroform 540 1,080 2-Hexanone 72,000 14,4000 Methylethyl Ketone 33,600 67,200 PCBs, Total 0.04 0.08 Phenolics (Total Phenols) 336 672 Xylene 3,600 7,200
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0002991, Industrial Waste, SIC, 3312, Tecumseh Redevelopment, Inc., 4020 Kinross Lakes Parkway, Richfield, OH 44286-9000. This application is for renewal of an NPDES permit to discharge untreated noncontact cooling water, stormwater and groundwater from Johnstown Plant in City of Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Conemaugh River, Little Conemaugh River, Hinckstown Run, 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 is Saltsburg Municipal M.W., located at 308 Point Street, Saltsburg, PA 15681, 49 miles below the discharge point.
Outfall 309: existing discharge, design flow of 0.85 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 pH not less than 6.0 nor greater than 9.0
Outfall 305: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Iron Monitor and Report
pH not less than 6.0 nor greater than 9.0 The limits will be in effect from the permit effective date through 35 months after permit effective date.
Outfall 305: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Iron 3.5 7.0 pH not less than 6.0 nor greater than 9.0 The limits will be in effect from 36 months after permit effective date through expiration date.
Outfall 805: existing discharge, design flow of varied 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 Monitor and Report
Iron Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfalls 119, 308, 310, 310A, 311A, 312A, 312B, 313, 313A, 313B, 314, 314A, 315, 401--405, 405A--E, G and H, 406, 501--504A and B, 505--523, 801--804 and 1000--1001: existing discharge, design flow varies.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge by means of these outfalls shall consist of contaminated
stormwater/groundwater only.The EPA waiver is in effect.
PA0218464, Industrial Waste, SIC, 4911, Allegheny Energy Supply Company (Unit 8 and Unit 9), 800 Cabin Hill Drive, Greensburg, PA 15601. This application is for renewal 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, UNT to Grassy Run, 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 is Albert Gallatin Municipal Authority located at Point Marion, PA, ≅ 6.0 miles below the discharge point.
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 Flow (mgd) Monitor and Report
Temperature (°F) 110 Zinc 1.0 2.0 Chromium 0.2 0.2 Arsenic 0.067 0.134 Free Available Chlorine 0.2 0.5 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 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 201: existing 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. PA0218910, Sewage, Charles J. Vrabel, Jr., 13 Dewey Lane, Gibsonia PA 15044. This application is for renewal of an NPDES permit to discharge treated sewage from Vrabel Small Flow STP in Richland Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters known as UNT South Branch Glade 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 Zelienople Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.001 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) 2.0 4.0 (11-1 to 4-30) 3.0 6.0 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 0.03 0.044 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0026379, Sewage. Bradford Sanitary Authority, P. O. Box 546, Bradford, PA 16701-0546. This facility is located in City of Bradford, McKean County.
Description of Proposed Activity: Renewal of existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the PA-NY State Line located on Allegheny River, approximately 1 mile below point of discharge.
The receiving stream, Tunungwant Creek, is in watershed 16-C and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 6.3 mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow CBOD5 (5-1 to 10-31) 526 789 10 15 20 (11-1 to 4-30) 1,052 1,577 20 30 40 Total Suspended Solids 1,576 2,364 30 45 60 NH3-N (5-1 to 10-31) 211 4 8 (11-1 to 4-30) 631 12 24 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 04-30) 2,000/100 ml as a geometric average Copper 0.8 0.015 0.03 Total Iron 115.6 2.2 4.4 Total Residual Chlorine 0.27 0.47 Chronic Whole Effluent Toxicity (WETT) 2.8 TUc Dissolved Oxygen minimum of 5 mg/l at all times
pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfalls 003--005 are based on a design flow of n/a mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameter Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) These outfalls shall be composed entirely of nonpolluting stormwater runoff in accordance with Special Condition No. 5. The EPA waiver is not in effect.
PA0239755, Sewage. Linda J. Gilson SFTF, 5785 Lunger Road, Erie, PA 16510. This proposed facility is located at 5785 Lunger Road in Harborcreek Township, Erie County.
Description of Proposed Activity: The applicant requests an NPDES permit for the discharge of treated domestic sewage from an SFTF serving an existing single dwelling. Treatment consists of a septic tank, dosing tank, sand filter and chlorine disinfection.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, there is no downstream potable water supply to consider between the discharge and Lake Erie.
The receiving stream, UNT to Six Mile Creek, is in the Lake Erie watershed and classified for CWF, MF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 10 20 Total Suspended Solids 10 20 Total Residual Chlorine 1.4 3.3 Fecal Coliform 200/100ml as a geometric average
pH 6.0 to 9.0 standard units at all times 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. 0906403, Sewerage, Bedminster Municipal Authority, P. O. Box 92, Bedminster, PA 18910. This proposed facility is located in Bedminster Township, Bucks County.
Description of Action/Activity: Construction and operation of a wastewater treatment plant.
WQM Permit No. 4606404, Sewerage, Little Washington Wastewater Company, 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. This proposed facility is located in Worcester Township, Montgomery County.
Description of Action/Activity: Construction and operation of a wastewater treatment facility to handle 42,863 gpd.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 0692406, Amendment 06-1, Sewerage, Hamburg Municipal Authority, 61 North Third Street, Hamburg, PA 19526. This proposed facility is located in Windsor Township, Berks County.
Description of Proposed Action/Activity: Replacement of the existing 4-inch force main with a 6-inch force main at the Edenburg Pumping Station.
WQM Permit No. WQG02340601, Sewerage, Milford Township, R. R. 3, Box 675, Mifflintown, PA 17059. This proposed facility is located in Milford Township and Mifflin Borough, Mifflin County.
Description of Proposed Action/Activity: Construction of collection and conveyance system to be located along roads and in rights of way; pump station to be located on vacant lot adjacent to SR 4002 to serve the Stump Development and the Dolin Heights/Rockville areas in the Township.
Permit No. 0606401, CAFO, Joe Jurgielewicz & Son, Ltd., Home Farm, P. O. Box 257, Shartlesville, PA 19554. This proposed facility is located in Tilden Township, Berks County.
Description of Proposed Action/Activity: Installation/operation of a DAF and solid separation system to treat manure and food processing waste to remove solids and phosphorus.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 6306402, Sewerage, Washington County Authority, 100 W. Beau Street, Suite 304, Washington, PA 15301. This proposed facility is located in Cecil Township, Washington County.
Description of Proposed Action/Activity: Application for the construction and operation of an 8" and 10" sewer to service a new office, retail and residential area development and relocation of an existing 10" sanitary sewer.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. WQG018460, Sewerage, Robert C. and Helen McCanna, 8 Deer Run Road, Bradford, PA 16701. This proposed facility is located in Corydon Township, McKean County.
Description of Proposed Action/Activity: A single residence sewage treatment plant.
WQM Permit No. 1096407, Sewerage Amendment No. 1, West Sunbury Borough Municipal Authority, 142 Main Street, P. O. Box 202, West Sunbury, PA 16061. This proposed facility is located in Clay Township, Butler County.
Description of Proposed Action/Activity: This project is for the reconstruction of sludge drying beds.
WQM Permit No. 2083402, Sewerage Amendment No. 1. Municipal Authority of the Borough of Conneaut Lake, P. O. Box 345, Conneaut Lake, PA 16316. This proposed facility is located in Sadsbury Township, Crawford County.
Description of Proposed Action/Activity: This project is to correct the hydraulic overload of a sewage conveyance system.
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