NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[33 Pa.B. 2660] Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 new permit applications, renewal applications with major changes or applications for permits not waived by the EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. 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 this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on a proposed permit are invited to submit a statement, to the office noted before the application, within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding the application. The comment 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. A public hearing may be held if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
Renewal applications, including proposed effluent limitations and special conditions, are available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated before the application.
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, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES No. Facility Name and County and Stream Name EPA Waived (Type) Address Municipality (Watershed No.) Y/N ? PA0052663 Knight's Bridge Corporation
112 Chesley Drive, Suite 200
Media, PA 19063-1762
Delaware County
Chadds Ford Township
Harvey Run Y
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. Facility Name and County and Stream Name EPA Waived (Type) Address Municipality (Watershed No.) Y/N ? PA0081035 Oakwood Heights MHP
Paul K. Miller
16098 Sawmill Road
Stewartstown, PA 17363
York County
Hopewell Township
UNT Deer Creek
7IY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0034592, Sewage, Laurel School District, Laurel Junior/Senior High School, Route 108 Harlansburg Road, New Castle, PA 16101-9705. This proposed facility is in Hickory Township, Lawrence County.
Description of Proposed Activity: Renewal of a treated minor discharge from a privately owned sewage treatment works.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Beaver River and Beaver Falls Municipal Authority at River Mile 3.76, 29.77 miles below point of discharge.
The receiving stream, unnamed tributary to Big Run, is in watershed 20-A and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0024 MGD.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 4.5 9 (11-1 to 4-30) 13 26 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average Total Residual Chlorine 1 1.57 pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
PA0100676, Sewage, Reorganized Church of Jesus Christ of Latter Day Saints--Camp Temple Grove, 347 Hamburg Road, Transfer, PA 16154. This existing facility is in Delaware Township, Mercer 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 (stream and public water supplier) considered during the evaluation is the Sharpsville Municipal Water Authority on the Shenango River at Sharpsville, approximately 15 miles below point of discharge.
The receiving stream, unnamed tributary to the Shenango River, is in watershed 20-A and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.020 MGD.
Interim Limits
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) XX XX (11-1 to 4-30) XX XX Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
Total Residual Chlorine 1.4 3.3 pH 6.0 to 9.0 standard units at all times XX--Monitor and Report
The proposed effluent limits for Outfall 001 are based on a design flow of 0.008 MGD.
Final Limits
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow 0.008 CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 7 14 (11-1 to 4-30) 21 42 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average
Total Residual Chlorine 1.4 3.3 Dissolved Oxygen minimum of 3.0 mg/l at all times pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
PA0021181, Sewage, Bucks County Water and Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976. This application is for an amendment of an NPDES permit to discharge stormwater runoff from the Green Street Wastewater Plant in Doylestown Borough, Bucks County. This is an existing discharge to the Schuylkill River.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The effluent limitations for Stormwater Outfalls 003 and 004 based on the Department's General Permit for discharges of stormwater from industrial activities (PAG-3), Appendix J (other facilities) are as follows:
Average Monitoring Parameter Monthly Frequency CBOD5 Monitor and Report Two/year COD Monitor and Report Two/year Oil and Grease Monitor and Report Two/year pH (standard units) between 6--9
Two/year Total Suspended Solids Monitor and Report Two/year Total Kjeldahl Nitrogen Monitor and Report Two/year Total Phosphorus Monitor and Report Two/year Iron (Dissolved) Monitor and Report Two/year Fecal Coliform Monitor and Report Two/year The EPA waiver is not in effect.
PA0026786, Sewage, Pottstown Borough Authority, 241 King Street, Pottstown, PA 19464-5599. This application is for an amendment of an NPDES permit to discharge stormwater runoff from Pottstown STP in Pottstown Borough, Montgomery County. This is an existing discharge to the Schuylkill River.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The effluent limitations for Stormwater Outfall 002 based on the Department's General Permit for discharges of stormwater from industrial activities (PAG-3), Appendix J (other facilities) are as follows:
Average Monitoring Parameter Monthly Frequency CBOD5 Monitor and Report Two/year COD Monitor and Report Two/year (11-1 to (4-30) Monitor and Report Two/year Oil and Grease Monitor and Report Two/year pH (standard units) between 6--9
Two/year Total Suspended Solids Monitor and Report Two/year Total Kjeldahl Nitrogen Monitor and Report Two/year Total Phosphorus Monitor and Report Two/year Iron (Dissolved) Monitor and Report Two/year Fecal Coliform Monitor and Report Two/year The EPA waiver is not in effect.
PA0021172, Sewage, Bucks County Water and Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976. This application is for an amendment of an NPDES permit to discharge stormwater runoff from the Harvey Street Wastewater Plant in Doylestown Borough, Bucks County. This is an existing discharge to Cooks Run.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The effluent limitations for Stormwater Outfalls 002--004 based on the Department's General Permit for discharges of stormwater from industrial activities (PAG-3), Appendix J (other facilities) are as follows:
Average Monitoring Parameter Monthly Frequency CBOD5 Monitor and Report Two/year COD Monitor and Report Two/year (11-1 to 4-30) Monitor and Report Two/year Oil and Grease Monitor and Report Two/year pH (standard units) between 6--9
Two/year Total Suspended Solids Monitor and Report Two/year Total Kjeldahl Nitrogen Monitor and Report Two/year Total Phosphorus Monitor and Report Two/year Iron (Dissolved) Monitor and Report Two/year Fecal Coliform Monitor and Report Two/year The EPA waiver is not in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0060747, Industrial, Ametek, Inc., 42 Mountain Avenue, Nesquehoning, PA 18240-2201. This proposed facility is in Nesquehoning Borough, Carbon County.
Description of Proposed Activity: Renewal application to discharge 0.239 MGD of treated contact cooling water and stormwater runoff from a parking lot into Nesquehoning Creek.
The receiving stream, Nesquehoning Creek, is in the State Water Plan watershed no. 2B and is classified for CWF. The nearest downstream public water supply intake for Northampton Borough Authority is on the Lehigh River.
The proposed effluent limits for Outfall 001 based on a design flow of 0.239 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 51.8 TSS 37.8 Oil and Grease 29.9 57.8 15.0 30.0 pH 6.0 to 9.0 standard units at all times Outfall 002: Uncontaminated stormwater only.
PA0070483, Industrial Waste, SIC Code 4953, Grand Central Sanitary Landfill, 1963 Pen Argyl Road, Pen Argyl, PA 18072. This proposed action is for the renewal of an NPDES permit to discharge treated landfill leachate and stormwater into the Little Bushkill Creek in Plainfield Township, Northampton County.
The receiving stream is in the State Water Plan watershed 01F and is classified for HQ-CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the City of Easton is on the Delaware River, approximately 15 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .100 MGD are:
Monthly Instantaneous Maximum Parameter Average (mg/l) Maximum (mg/l) Daily (mg/l) CBOD5 25 75 Total Suspended Solids 27 88 Oil and Grease 15 30 Color 100 units on platinum-cobalt scale Dissolved Oxygen 6.0 mg/l at all times
pH 6.0 to 9.0 standard units at all times
Fecal Coliform 200/100 ml as geometric mean
NH3 as N 3.0 6.0 Zinc 0.11 0.2 Phenol 0.015 0.026 Alpha-Terpinol 0.016 0.033 Benzoic Acid 0.071 0.12 p-Cresol 0.014 0.025 Boron (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) 4.1 6.4 Total Residual Chlorine (1st Month to 36th Month) Monitor and Report (37th Month to Expiration) 0.7 1.5 The proposed effluent limits for stormwater Outfalls 002--005 and 007--009 are as follows:
Monthly Instantaneous Maximum Parameter Average (mg/l) Maximum (mg/l) Daily (mg/l) CBOD5 Monitor and Report TDS Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Lead (Total) Monitor and Report Total Organic Carbon Monitor and Report Chromium (Total) Monitor and Report Mercury (Total) Monitor and Report Selenium (Total) Monitor and Report Silver (Total) Monitor and Report NH-N3 Monitor and Report Cyanide (Total) Monitor and Report Arsenic (Total) Monitor and Report Magnesium (Total) Monitor and Report Barium (Total) Monitor and Report Cadmium (Total) Monitor and Report NO2 plus NO3 (as N) Monitor and Report Iron (Dissolved) Monitor and Report PA0063665, Municipal Separate Stormwater System, City of Allentown, 112 Union Street, Allentown, PA 18102-4912. This proposed facility is in City of Allentown, Lehigh County.
Description of Proposed Activity: Renewal of municipal separate stormwater system consisting of 165 miles of storm sewer pipe with 227 outfalls to the Lehigh River, Little Lehigh Creek, Trout Creek, Cedar Creek, Little Cedar Creek and Jordan Creek.
The permittee must develop, implement and maintain programs to characterize the outfalls and minimize their impact on water quality.
Permit requirements include: establishing legal authority; source identification; discharge characterization; stormwater management programs including implementation of appropriate best management practices; assessment of controls; adequate fiscal resources; submission of annual report.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701, (570) 327 3666.PA0027553, Sewerage, SIC 4952, Pine Creek Municipal Authority, P. O. Box 608, Avis, PA 17721. This existing facility is in Pine Creek Township, Clinton County.
Description of Proposed Activity: Amendment of an NPDES permit for an existing discharge of treated sewage wastewater.
The receiving stream, West Branch Susquehanna River, is in the State Water Plan watershed 9B and classified for WWF. The nearest downstream public water supply intake for the Pennsylvania American Water Company is on West Branch Susquehanna River, 51 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 1.3 MGD.
Average Average Daily Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual 0.50 1.6 Fecal Coliform (5-1 to 9-30) 200 col/100 ml as a geometric mean
(10-1 to 4-30) 2,000 col/100 ml as a geometric mean
pH 6.0 to 9.0 at all times In addition to the effluent limits, the permit contains the following major special condition: Part C 10 Permit Condition for Stormwater Management.
PA0027171, Sewerage, SIC 4952, The Municipal Authority of the Town of Bloomsburg, 301 East Second Street, Bloomsburg, PA 17815. This existing facility is in Town of Bloomsburg, Columbia County.
Description of Proposed Activity: Issuance of an NPDES permit amendment for an existing discharge of treated sewage 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 the Danville Municipal Water Authority is on the Susquehanna River, 10 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 4.29 MGD.
Average Average Daily Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual 0.78 4 Fecal Coliform (5-1 to 9-30) 200 col/100 ml as a geometric mean
(10-1 to 4-30) 2,000 col/100 ml as a geometric mean
pH 6.0 to 9.0 at all times In addition to the effluent limits, the permit contains the following major special condition: Part C 8 Permit Condition for the Development, Operation and Implementation of a Pretreatment Program; Part C 9 Permit Condition for Stormwater Management.
PA0027359, Industrial Waste, SIC 4941, Danville Municipal Authority, 12 West Market Street, Danville, PA 17821. This existing facility is in Danville Borough, Montour County.
Description of Proposed Activity: Pending issuance of an amended NPDES permit to include discharge of site stormwater through Outfall S01. Existing limits for wastewater through Outfall 001 remain unchanged.
The receiving stream for Outfall 001, the Susquehanna River, is in the State Water Plan watershed 5E and is classified for WWF. The nearest downstream public water supply surface water intake, owned by Merck and Company, Inc., is on the Susquehanna River, 2.35 miles below the discharge.
The existing effluent limits for Outfall 001 will remain the same and were based on a design flow of 0.1 MGD.
Average Daily Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Maximum (mg/l) TSS 30 60 75 Iron (Total) 2 4 5 Manganese (Total) 1 2 2.5 Aluminum (Total) 4 8 10 Total Cl2 Residual 1.0 2.3 pH 6.0 to 9.0 at all times The receiving stream for Outfall S01, an unnamed tributary to the Susquehanna River, is in the State Water Plan watershed 5E and is classified for CWF. The nearest downstream public water supply surface water intake, owned by Merck and Company, Inc., is on the Susquehanna River, 2.39 miles below the discharge. Approximately 0.084 MGD of stormwater will be discharged through Outfall S01 from an average storm event. Annual Inspection Certification will be required.
PA0028461, Sewerage, 4952, Mifflinburg Borough Municipal Authority, 333 Chestnut Street, Mifflinburg, PA 17844. This facility is in Mifflinburg Borough, Union County.
Description of Proposed Activity: Issuance of an amended NPDES permit to include discharge of site stormwater through Outfalls S01 and S02. The existing limits for treated effluent through Outfall 001 remain unchanged.
Outfalls S01 and S02 will discharge via sheet flow onto a gravel driveway area onsite. The nearby receiving stream, Buffalo Creek, is in the State Water Plan watershed 10C and is classified for CWF. The nearest downstream public water supply intake for Sunbury Municipal Authority is on the Susquehanna River, approximately 23.7 miles below the point of discharge. Approximately 0.02 million gallons per day of stormwater will be discharged through Outfalls S01 and S02 during a rainfall intensity of 1 inch per hour.
PA0032514, Sewage, 4952, Department of Conservation and Natural Resources, Denton Hill State Park, 262 Sizerville Road, Emporium, PA 15834. This facility is in Ulysses Township, Potter County.
Description of Proposed Activity: The Department of Conservation and Natural Resources is proposing to change the receiving stream of Outfall 001 from Elm Hollow Run (HQ-CWF) to Nine Mile Run (HQ-CWF). The Department of Conservation and Natural Resources intends to replace the existing sewage treatment plant at Denton Hill State Park with a new sewage treatment plant. All of the existing permit conditions and effluent limitations will remain the same except for the previously mentioned change of the receiving water.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0005037-A3, Industrial Waste, SIC 4911, EME Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748-9558. This application is for an amendment of an NPDES permit to discharge treated process water from the flue gas desulfurization wastewater plant in Center Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, Blacklick Creek, 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 the Saltsburg Municipal Water Authority--Saltsburg, 28 miles below the discharge point.
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 TSS 30 60 CBOD5 25 50 Oil and Grease 15 20 Temperature (°F) 110 Beryllium 0.8 1.6 Lead 0.1 0.2 Mercury 0.002 0.004 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 The EPA waiver is not in effect.
PA0091227, Industrial Waste, SIC 2819, Calgon Carbon Corporation, 500 Calgon Drive, Pittsburgh, PA 15230. This application is for renewal of an NPDES permit to discharge untreated cooling water stormwater from Neville Island Plant in Neville Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River--Back Channel, 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 the Robinson Township Water Authority, at River Mile 8.8 Ohio River, 3.75 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.364 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 002: existing 0.22 MGD discharge to the Ohio River.
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 201: new discharge, design flow of 0.001 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report Suspended Solids 30 60 Aluminum 4.0 8.0 Iron 2.0 4.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing 0.059 MGD discharge to the Ohio River.
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 004: existing 0.117 MGD discharge to the Ohio River.
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 The EPA waiver is in effect.
PA0206067, Sewage, Turnpike Commission, P. O. Box 67676, Harrisburg, PA 17106-7676. This application is for renewal of an NPDES permit to discharge treated sewage from Mon Valley/Fayette Expressway Northern Toll Plaza STP in California Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as South Branch of Maple 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 Charleroi Municipal Authority on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.00024 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0239208, Sewage, Kevin and Rita Green, 2510 Old Route 422 East, Fenelton, PA 16034. This proposed facility is in Clearfield Township, Butler County.
Description of Proposed Activity: New 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 (stream and public water supplier) considered during the evaluation is the point of discharge to Little Buffalo Run in Clearfield Township, Butler County.
The receiving stream, unnamed tributary to Little Buffalo Run, is in watershed 18F and classified for HQ-TSF, 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) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform 200/100 ml as a geometric average
Total Residual Chlorine 1.4 3.3 pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
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