NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[38 Pa.B. 1045]
[Saturday, March 1, 2008]
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 ? PA0063126
(Minor Industrial Waste)Artex, Inc.
300 South Tamaqua Street
Hazleton, PA 18201
Schuylkill County
Rush TownshipPine Creek
3AY
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 ? PA0084051
(SEW)Creekview Farms Mobile Home Park--Charles Lupfer
280 Airy View Road
Shermans Dale, PA 17090Perry County
Carroll TownshipSherman Creek
7-AY PA0246841
(SEW)Joseph Himes
Himes Mobile Home Park
R. D. 4
Box 20
Boyertown, PA 15912Blair County
North Woodbury TownshipUNT Plum Creek
11-AY
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 ? PA0033073 Department of Transportation
Rest Area 26
Department of Transportation
P. O. Box 3060
Harrisburg, PA 17105-3060Washington Township
Jefferson CountyFivemile Run
17-CY PA0033049 Department of Transportation
Rest Area 25
Department of Transportation
P. O. Box 3060
Harrisburg, PA 17105-3060
Pine Creek Township
Jefferson CountyUNT to Fivemile Run
17-CY PA0221872 Universal Stainless & Alloy Products, Inc.
600 Mayer Street
Bridgeville, PA 15017
City of Titusville
Crawford CountyOil Creek
16-EY
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.
PA0054909, Industrial Waste, SIC 4941, North Penn and North Wales Water Authorities, P. O. Box 317, Chalfont, PA 18914-0317. This proposed facility is located in Plumstead Township, Bucks County.
Description of Proposed Activity: The transfer and discharge of untreated Delaware River water to the North Branch Neshaminy Creek by means of the Bradshaw Reservoir.
The receiving stream, North Branch Neshaminy Creek, is in the State Water Plan Watershed 2F--Neshaminy Creek and is classified for: WWF. The nearest downstream public water supply intake for North Penn and North Wales Water Authorities is located on North Branch Neshaminy Creek.
The proposed effluent limits for Outfall 001 are based on a design flow of 22 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Dissolved Oxygen (2-15 to 7-31) 6.0 Instantaneous Minimum 5.0 Daily
Minimum(8-1 to 2-14) 5.0 Instantaneous Minimum 6.0 Daily
MinimumTemperature Monitor pH Within limits of 6.0 to 9.0 Standard Units at all times
Fecal Coliform 200 colonies/100 ml as a Geometric Mean
Total Phosphorus as P Monitor Orthophosphate as P Monitor Total Kjeldahl Nitrogen Monitor Ammonia as N Monitor Nitrite + Nitrate as N Monitor In addition to the effluent limits, the permit contains the following major special conditions:
1. No Chemical Additives without Prior Approval.
2. Dissolved Oxygen Requirements.
3. Continuous Monitoring/Alternative Monitoring Requirements.
4. Aquatic Biology Assessment.PA0058670, Industrial Waste, SIC 3273, J.D.M. Materials Company, 851 County Line Road, Huntingdon Valley, PA 19006. This existing facility is located in Plymouth Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit to discharge stormwater from a concrete manufacturing facility.
The receiving stream, a UNT to the Schuylkill River, is in the State Water Plan Watershed 3F and is classified for: WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for City of Philadelphia is located on the Schuylkill River and is approximately 9 miles below the point of discharge.
The proposed effluent limits for Outfall 002 are based on a design flow of an average stormwater event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Annual Daily Maximum (mg/l) Oil and Grease Monitor Monitor pH 6.0 Instantaneous Minimum 9.0 Total Suspended Solids 50 100 100 In addition to the effluent limits, the permit contains the following major special conditions:
1. Change of Ownership.
2. Proper Sludge Disposal.
3. Dry Stream Discharge.
4. Stormwater Requirements.The EPA waiver is in effect.
PA0244317, Industrial Waste, SICs 5015 and 5093, Wilcox Auto Salvage, Inc., 241 Old Mill Road, Sellersville, PA 18960. This proposed facility is located in West Rockhill Township, Bucks County.
Description of Proposed Activity: Stormwater discharge associated with the activities at an automobile and scrap metal salvage facility.
The receiving stream, Three Mile Run, is in the State Water Plan Watershed Tohickon--2D and is classified for: TSF.
The proposed effluent limits for Outfall 001 from the east side of the facility and for Outfall 002 from the west side of the facility are based on a variable rate of flow of stormwater after preliminary treatment and are shown:
Mass (lb/day) Concentration (mg/l) Average Maximum Instantaneous Annual Instantaneous Parameters Monthly Daily Minimum Average Maximum (mg/l) Total Suspended Solids Monitor Monitor Iron, Total Monitor Monitor Copper, Total Monitor Monitor Aluminum, Total Monitor Monitor Mercury, Total Monitor Monitor Lead, Total Monitor Monitor Oil and Grease 15 30 pH (Standard Units) 6.0 9.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Sludge Removal.
2. Stormwater Requirements.
3. Laboratory Certification.
4. Maintain a PPC Plan.
5. Remedial Measures.EPA waiver is in effect
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA0082228, Sewage, Hill Top Acres Mobile Home Park, 1546 Newport Road, Manheim, PA 17601. This facility is located in Rapho Township, Lancaster County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, Chickies Creek, is in Watershed 7-G, and classified for: WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 23 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.005 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Phosphorus Monitor Total Phosphorus 122 lbs per year total annual Total Residual Chlorine 0.5 1.6 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 In addition to the effluent limits, the following notice applies:
The renewal of this permit will add 122 lbs/year of Phosphorus to the Chickies Creek TMDL allocation approved on March 2, 2001. The original allocation mistakenly listed 161 lbs/year for Telco Developers, which does not discharge to the TMDL affected portion of the stream and will be removed to compensate for the addition of the Hill Top Acres Mobile Home Park.
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. PA0081329, Sewage, South Londonderry Township Municipal Authority, P. O. Box 3, Campbelltown, PA 17010. This facility is located in South Londonderry Township, Lebanon County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, Conewago Creek, is in Watershed 7-G, and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Elizabethtown Water Company is located on the Conewago Creek, approximately 10 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0225 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 Total Phosphorus 2 4 Total Phosphorus 137 lbs per year total annual
Total Residual Chlorine 0.5 1.6 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. PA0082279, Sewage, Spring Creek Joint Sewer Authority, P. O. Box 373, Three Springs, PA 17264. This facility is located in Clay Township, Huntingdon County.
Description of activity: The application is for renewal and expansion of an NPDES permit for an existing expanded discharge of treated sewage.
The receiving stream, Three Springs Creek, is in Watershed 12-C, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Newport Borough is located on the Juniata River, approximately more than 50 miles downstream. The discharge is not expected to affect the water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 0.110 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 NH3-N (5-1 to 10-31) 7.5 15 (11-1 to 4-30) 22.5 45 Total Residual Chlorine 0.5 1.6 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 The proposed final effluent limits for Outfall 001 for a design flow of 0.170 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 NH3-N (5-1 to 10-31) 4.5 9 (11-1 to 4-30) 13.5 27 Total Residual Chlorine 0.25 0.82 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
Chesapeake Bay Requirements
Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Ammonia-N Report Report Report* Kjeldahl-N Report Report XXX Nitrate-Nitrite as N Report Report XXX Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen XXX Report 7,306 Net Total Phosphorus XXX Report 974* * Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary by November 28, 2011.
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. PA0110442, Sewage, Carl E. Dallmeyer Family Limited Partnership, 4775 North Sherman Street Extension, Mount Wolf, PA 17347. This facility is located in Bedford Township, Bedford County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Brush Run, is in Watershed 11-C, and classified for: WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Saxton Municipal Water Authority is located on the Raystown Branch Juniata River, approximately 7.7 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.015 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Total Residual Chlorine 0.2 0.65 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 in effect.
Application No. PA0088633, Sewage, Lower Paxton Township Authority, 425 Prince Street, Harrisburg, PA 17109. This facility is located in South Hanover Township, Dauphin County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Beaver Creek, is in Watershed 7-D, and classified for: WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Middletown Borough is located on the Swatara Creek, approximately 10 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.5 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 24 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 7.4 14.8 Total Phosphorus 2.0 4.0 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
Chesapeake Bay Requirements
Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Ammonia-N Report Report Report** Kjeldahl-N Report Report XXX Nitrate-Nitrite as N Report Report XXX Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen XXX Report 45,662* Net Total Phosphorus XXX Report 6,088* In addition to the effluent limits, the permit contains the following major special condition:
* Conduct Whole Effluent Toxicity Testing
* The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department of Environmental Protection's (Department) Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in Supplemental DMRs submitted to the Department.
* Net Total Nitrogen and Net Total Phosphorus limits compliance date will begin following the first full compliance year of operation. Since these reporting requirements are annual loads, reporting on compliance with the annual limitations will be required on the Supplemental Discharge Monitoring Report--Annual Nutrient Summary by November 28 following the first full compliance year of operation. The facility is required to monitor and report for parameters on PART A I.B.2 beginning when plant is substantially complete (fully operational).
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary by November 28 following the first full compliance year of operation.
Persons may make an appointment to review the Department's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0229199, Sewerage, 4985 Warrensville Road, Montoursville, PA 17754. This proposed facility is located in Eldred Township, Lycoming County.
Description of Proposed Activity: An NPDES permit application has been submitted requesting authorization to discharge from a small flow treatment facility serving the Simcox residence.
The receiving stream, Mill Creek, is in the State Water Plan Watershed 10B and is classified for: CWF. The nearest downstream public water supply intake is near Milton is located on is on the West Branch of the Susquehanna River approximately 30 miles below the point of discharge.
The effluent limits for Outfall 001 are based on a design flow of 0.0004 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 25 50 TSS 30 60 Fecal Coliforms 200 colonies/100 ml as a Geometric Mean and not greater than
(5-1 to 9-30) 1,000 colonies/100 ml in more than 10% of the samples tested
(10-1 to 4-30) 2,000 colonies/100 ml as a Geometric Mean pH Within the range of 6.0 to 9.0
Flow Monitor and Report
Total Chlorine Residual (C12) 2.0 3.0
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0032182, Sewage, Mingo Park Estates, Inc., 92 Little Mingo Road, Finleyville, PA 15332. This application is for renewal of an NPDES permit to discharge treated sewage from Mingo Park Estates, Inc. STP in Nottingham Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Swale to a UNT of Mingo Creek, which are classified as a HQ-TSF 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 Water Company--Pittsburgh.
Outfall 001: existing discharge, design flow of 0.012 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 20 40 Suspended Solids 20 40 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 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.
PA0217646, Sewage, Dunbar Borough/Township Sanitary Authority, 93 Connellsville Street, Dunbar, PA 15431. This application is for renewal of an NPDES permit to discharge treated sewage from Dunbar Borough/Township Sanitary Authority STP in Dunbar Borough, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Dunbar Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Westmoreland County Municipal Authority--McKeesport Plant on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.3 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.5 18.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a Geometric Mean
(10 to 4-30) 2,000/100 ml as a Geometric Mean
Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0219185, Sewage, Glen Campbell Borough, P. O. Box 43, Glen Campbell, PA 15706. This application is for renewal of an NPDES permit to discharge treated sewage from Glen Campbell Borough STP in Glen Campbell Borough, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Brady 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 PA American Water Company--Milton.
Outfall 001: existing discharge, design flow of 0.034 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) 4.0 8.0 (11-1 to 4-30) 12.0 24.0 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 0.5 1.2 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.PA0103519, Sewage. Whitelhall Camp, Western Pennsylvania Church of God, 514 Whitehall Road, Emlenton, PA 16373. This proposed facility is located in Richland Township, Venango County.
Description of Proposed Activity: Renewal of an 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 potable water supply is located on the Allegheny River (Parker City Water System) and is approximately 7.5 miles below point of discharge.
The receiving stream, the UNT to Richey Run, is in Watershed 16-G and classified for: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100ml as a Geometric Average
(10-1 to 4-30) 2,000/100ml as a Geometric Average
Total Residual Chlorine 1.4 3.3 pH 6.0 to 9.0 Standard Units at all times XX--Monitor and report on monthly DMRs.
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)
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 2208402, Sewerage, Lower Paxton Township Authority, 425 Prince Street, Harrisburg, PA 17109. This proposed facility is located in Lower Paxton Township, Dauphin County.
Description of Proposed Action/Activity: Application for modifications/improvements to the Beaver Creek Pump Station.
WQM Permit No. 2208403, Sewerage, Lower Paxton Township Authority, 425 Prince Street, Suite 139, Harrisburg, PA 17109. This proposed facility is located in Lower Paxton Township, Dauphin County.
Description of Proposed Action/Activity: Application for modifications, improvements and replacement of an existing 18-inch RCP interceptor to eliminate hydraulic overload.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 602064, Sewerage 4952, Matthew Simcox, 4985 Warrensville Road, Montoursville, PA 17754. This proposed facility is located in Eldred Township, Lycoming County.
Description of Proposed Action/Activity: The applicant is proposing to construct and operate a 400 gpd single residence small flow treatment facility that will discharge to Mill Creek, a CWF. The treatment system will be comprised of a 900 gallon capacity concrete septic tank, twin 400 gallon intermittent free access sand filters, and chlorine disinfection.
WQM Permit No. 1808402, Sewerage, SIC 4952, Bald Eagle Township Authority, 12 Fairpoint Road, Mill Hall, PA 17751. This proposed facility is located in Bald Eagle Township, Clinton County.
Description of Proposed Action/Activity: The applicant proposes improvements to the Fort Meadows Pump Station and installation of approximately 2,500 linear feet of 6" PVC force main that will discharge to the Bald Eagle Township Authority sewage collection system upstream of the Route 150 Pump Station. The improvements to the pump station will include new pumps, controls and the installation of a new emergency generator. A section of the force main will cross beneath Bald Eagle Creek.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 5608401, Sewerage, Mark Sirochman, 187 Gardners Road, Cross Junction, VA 22625. This proposed facility is located in Allegheny Township, Somerset County.
Description of Proposed Action/Activity: Application for construction and operation of a single residence sewage treatment plant.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 636015, Sewerage, Fort LeBoeuf School District, P. O. Box 810, 34 East Ninth Street, Waterford, PA 16441. This proposed facility is located in Mill Village Borough, Erie County.
Description of Proposed Action/Activity: Replacement for original sewage treatment plant designed for 10,000 gpd flow with a design flow of 2,500 gpd.
WQM Permit No. 2507405, Sewage, City of Erie Public Works, 626 State Street, Erie, PA 16501-1128. This proposed facility is located in Erie City, Erie County.
Description of Proposed Action/Activity: The proposed work consists of a new underground lift station on the east side of Dobbins Landing, just north of the east canal basin. The existing gravity sewers to the old life station will be redirected to the new lift station by means of a new 8 inch line. A new force main will be installed from the life station to an existing gravity sewer manhole on Front Street near the Erie County Library, where it will be conveyed to the City of Erie wastewater treatment plant.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
