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NPS 1 NPS 2 Background Reserve MOS WLA 3 WLA 2 WLA1WLA1 North Canadian River Oklahoma River Shell Creek Draft TMDLs For Bacteria PUBLIC MEETING
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Agenda WELCOME INTRODUCTIONS STUDY OVERVIEW QUESTIONS COMMENTS
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The Clean Water Act First Adopted 1972 Clean Water Goals: July 1, 1983 Wherever attainable, Fishable Swimmable water quality 1985 Eliminate discharge of pollutants
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How Do We Get There ??? Two Step Approach Technology-Based Limits For All Point Sources Additional Water Quality Based Controls To Meet Water Quality Standards
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Identifying Problem Areas Compare Monitoring Results To Water Quality Standards Set Priorities Compile Problem Areas And Priorities In the 303d List
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The TMDL Amount Of Pollution A Waterbody Can Receive Without Violating Water Quality Standards Point Sources Wasteload Allocations Nonpoint Sources Natural Background Load Allocations
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The TMDL Pie Total Load Allocations Total Wasteload Allocations Total Unallocated NPS 1 NPS 2 Background Reserve MOS WLA 3 WLA 2 WLA1WLA1
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Study Overviews North Canadian River: Canton Dam to Yukon, including Shell Creek Prepared by Parsons And DEQ Presented by Paul Yue North Canadian River & Oklahoma River: Yukon to Dale Prepared by ACOG Presented by John Harrington
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Bacterial Standards Bacteria Indicator Standards (/100 ml) Fecal Coliform400 E-Coli406 Enterococci108
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Monitoring Sites NC02 NC05 NC03 NC04 NC08 NC06 NC07 NC01 Shell Crk
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Monitoring Data If more than 10% of data above the standards Problem North Canadian River (NC01) FC – 33% exceed E-Coli – 13% exceed Enterococci – 94% exceed
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NC02 NC05 NC03 NC04 NC08 NC06 NC07 NC01 Shell Crk FC – 33% EC – 13% ENT – 94% FC – 22% EC – 11% ENT – 72% FC – 24% EC – 0% ENT – 76% FC – 67% EC – 6% ENT – 89% FC – 47% EC – 6% ENT – 82%
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Monitoring Data
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Pollutant Sources Point Sources –Permitted discharge - Watonga –No-discharge facilities – 6 –CAFOs - 4
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Pollutant Sources Non-Point Sources –Livestock –Pets –Failing Septic Tanks –Wildlife
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TMDL Development Definition – the maximum load a stream can receive without violating standards TMDL = LA + WLA + MOS Load Duration Curve
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Step #1: Flow Duration Curve
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Load Duration Curve Step #2: Load = C * Flow * Standard
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North Canadian River Fecal Coliform - 88% Reduction
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North Canadian River Enterococci - 89% Reduction
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Shell Creek Fecal Coliform - 92% Reduction
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Study Overviews North Canadian River: Canton Dam to Yukon, including Shll Creek Prepared by Parsons And DEQ Presented by Paul Yue North Canadian River & Oklahoma River: Yukon to Dale Prepared by ACOG Presented by John Harrington
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Highway 81 El Reno Station Rope Swing, Garth Brooks Blvd
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Anderson Road, Oklahoma County Dale, Oklahoma
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Click on the disease name for more info
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Bacterial Standards Bacteria Indicator Standards (/100 ml) Fecal Coliform400 E-Coli406 Enterococci108
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FECAL COLIFORM SUMMARY CHART
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ENTEROCOCCI SUMMARY CHART
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EL RENO STATION ENTEROCOCCI REDUCTION GOAL: 95.6%
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WHERE DO WE GO FROM HERE??
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What Do the Municipalities Do??? Phase II Stormwater Program Six Minimum Control Measures Public Education and Outreach Public Participation and Involvement Illicit Discharge Detection and Elimination Best Management Practices – Illicit Discharge Detection, Erosion Control, Ordinances Construction Site Runoff Control Post-Construction Runoff Control Pollution Prevention and Good Housekeeping
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Implementation How Can We Get There ??? NonPoint Sources Voluntary Programs ONLY Cost Share & Incentives Technical Assistance
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Implementation How Can We Get There ??? Point Sources CAFOs No Discharge Good Housekeeping BMPs
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Implementation How Can We Get There ??? Point Sources Wastewater Treatment Plants No Effect Current Limits = WQS Enforcement
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Implementation How Can We Get There ??? Point Sources Stormwater Revise Local Management Program Within 2 Years Consider Listed BMPs
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Implementation How Can We Get There ??? Point Sources Stormwater Monitoring Program NO Numeric Effluent Limits
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Stormwater Permits Within The Watershed Yukon Mustang Bethany Warr Acres Moore Del City Midwest City Oklahoma City Spencer Nicoma Park Choctaw ODOT OTA Tinker AFB
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Example BMPs Stormwater & NonPoint Source Best Management Practice Impairment Source Reported Efficiency RURALURBAN Animal waste management XX 75 % Detention pond/basin XX 25 % - 51% Fencing X 75 % Filtration (e.g., sand filters) XX 30 % - 51% Infiltration Basin X 50 %
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Example BMPs Stormwater & NonPoint Source Best Management Practice Impairment Source Reported Efficiency RURALURBAN Onsite treatment system installationXX Porous pavementX50 % Rain garden bio-retention basin X40 % Retention ponds/basinsXX32 % Riparian Buffer ZoneXX43 – 57 %
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Example BMPs Stormwater & NonPoint Source Best Management Practice Impairment Source Reported Efficiency RURALURBAN Septic system pump-outXX5 % Sewer line maintenance/sewer flushing X Stream bank protection and stabilization XX40 - 75 % Vegetated filter stripXX Wetland development or enhancement - including creation and restoration XX30 %
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What Happens Next ? Comments Accepted Through April 21 Comment Responsiveness Summary Late May Final Draft Submitted For EPA Approval Early June Incorporate In Water Quality Management Plan Includes Additional Public Participation
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How To Provide Comments Oral Comments Accepted This Evening By Mail: Dr. Karen Miles Water Quality Division Oklahoma Department of Environmental Quality P.O. Box 1677 Oklahoma City, OK 73101-1677 By Email: Karen.Miles@deq.state.ok.us Comments Must Be Received By APRIL 21 !
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QUESTIONS
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COMMENTS
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Thank You
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