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Stormwater Best Management Practices (BMP’s) John Reimer City of Madison Engineering Department
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Federal Regulations The Water Pollution Control Act was first enacted in 1948 The Act was amended by the Federal Water Pollution Control Act (FWPCA) Amendments of 1972 This Act is now commonly known as the Clean Water Act (CWA) Instituted a shift: From reliance on violations of water and quality standards as the primary enforcement tool, to Establishment of specific technology-based effluent limitations that are enforceable as permit conditions
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To attain a level of water quality that “provides for the protection and propagation of fish, shellfish, and wildlife, and provides for recreation in and on the water” To make navigable waters free of pollutant discharges CWA Goals
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The CWA requires the Environmental Protection Agency (EPA) to: Establish effluent limitations for the amounts of specific pollutants that may be discharged Set limits based on water quality in order to control pollution (in cases where technology-based limits are not strict enough to make waters safe) EPA’s Role
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Regulation Section 402(p) - Establishes Framework for Regulating Storm Water Discharges Under: National Pollutant Discharge Elimination System To “restore and maintain the chemical, physical, and biological integrity of the Nation’s waters.” (Section 101) Purpose
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Typical Regulated Point Source Discharges Treated wastewater from POTWs, industries, private utilities Utility Water Discharges Stormwater
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NPDES Permits for Point Sources National Pollutant Discharge Elimination System (NPDES) permits: Must be applied for and obtained by anyone discharging pollutants into U.S. waters (from any point source) Specify the discharge standards and monitoring and reporting requirements that a facility must achieve for each point source or outfall Require more stringent controls when toxic pollutants are discharged Regulations for toxics are based on best available and economically achievable technology (Section 307)
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NPDES Permits for Point Sources Permits issued by this program utilize industrial effluent standards and water quality standards to establish discharge limits for industries and treatment plants.
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NPDES Permits for Non-Point Sources NPDES permit program expanded in 1992 to include storm water and other non-point source discharges, including: parking and storage lots agricultural storm water discharges
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NPDES Permit Program Goal: reduce negative impacts to water quality and aquatic habitat Requirement: develop storm water pollution prevention plans (SWPPPs) or storm water management programs with minimum control measures Implementation: use best management practices (BMPs)
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NPDES Permits and TMDL Can be made more stringent if the specific water body requires lower discharges to meet water quality standards under Total Maximum Daily Load (TMDL) regulations
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What are TMDLs? Total Maximum Daily Loads (TMDLs) represent the assimilative or load capacity of the receiving water, taking into consideration: point sources of pollutants (wasteload) nonpoint sources of pollutants (load) natural background surface water withdrawals
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How are TMDLs expressed? TMDL = WLA + LA + MOS Where: WLA is the wasteload allocation LA is the load allocation and MOS is the margin of safety Amount of pollutants that a waterbody can assimilate without violating surface water quality standards or other target
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Margin of Safety (MOS) A required component of the TMDL that accounts for any lack of knowledge concerning the relationship between effluent limitations and water quality (40 CFR 130.79(c)) The MOS shall be expressed either as an internal modeling factor and/or as an explicit, separate factor (N.J.A.C. 7:15- 7.7(a))
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Components of a TMDL Source assessment characterization and quantification as necessary identify point, nonpoint and background sources Water quality analysis link pollutant sources & water quality: model consider seasonal variation / critical conditions TMDL calculations loading capacity margin of safety load and wasteload allocations Follow-up monitoring Implementation Public participation
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When Are TMDLs Done? TMDLs are required, under Section 303(d) of the federal Clean Water Act, to be developed for waterbodies that cannot meet surface water quality standards after the implementation of technology-based effluent limitations
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Target for TMDL: SWQS for Phosphorus (mg/L) Numerical Criteria i.Lakes: TP not to exceed 0.05 in any lake, pond, reservoir, or in a tributary at the point where it enters such bodies of water, except where site-specific criteria are developed (N.J.A.C. 7:9B-1.5(g)3) ii.Streams: TP not to exceed 0.1 in any stream, unless it can be demonstrated that TP is not a limiting nutrient and will not otherwise render the waters unsuitable for the designated uses.
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Rock River TMDL Total Phosphorus Load (lbs/yr)
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Stormwater Management Stormwater Quality – “how good” Stormwater Quantity – “how much” Quantity is related to … Quality
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Stormwater Management Standards No new untreated storm water discharges allowed Post-development peak flow discharge rates < pre- development peak rates Remove 80% of average annual total suspended solids (TSS) load (post development) Discharges from areas with higher potential pollutant loads require use of specific BMPs Redevelopment sites must meet the Standards Construction sites must utilize sediment and erosion controls
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Stormwater Runoff “Non-Point Source” Pollution Stormwater runoff picks up pollutants as it runs off impervious surfaces Oils/Grease Metal Particles Pesticides Pet Wastes/Pathogens Nutrients Excessive Sediment
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Stormwater Quality Impacts Increased wash-off of pollutants Increased water temperature Public Health and Recreation Impacts Results in: Decrease in aquatic life Loss of vegetation Loss of healthy streams for recreation Declining quality of drinking water supplies
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Water Quality – Stormwater Constituents Sediment Nutrients: nitrogen and phosphorous Oil, grease, and organic chemicals Bacteria and viruses Salt Metals
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Common Misconception Stormwater from roads and construction sites is directed to storm drains Stormwater that enters a storm drain gets treated Where does it really go?
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Best Management Practices (BMPs) Structural Designs: Stormwater Treatment Plant Retention Basins (concentrated flow) Detention Basins / Infiltration Basins Diversion Ditches Catch Basins / Check Dam Porous Pavement Constructed Wetlands Oil / Water Separators Rooftop Collection System Infiltration ditches and grassy swales Silt fence and hay bales (sheetflow only) Non Structural Designs Land Use Planning Wetland and Floodplain protection Stormwater Protection Plan Pre Construction / Post Construction Plans Riparian Zone Buffers Public Awareness Increased regulation Street Sweeping Storm Drain Stenciling Vegetated Rooftops Source: Mehler and Oskowski, 1999
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Infiltration Basins Removal Efficiency: 75-80% Features: Promotes groundwater recharge Preserves natural water balance Susceptible to clogging Reduces downstream impacts Generally used for small drainage areas Maintenance: high Cost: moderate to high
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Bioretention (Rain Gardens) Removal Efficiency: 75-80% Features: Divert initial flow and not used for flood control Generally used for small drainage areas Maintenance: high Cost: moderate to high
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Water Quality Swales Removal Efficiency: 60-80% Key Features: Control peak discharge Higher pollutant removal rates than drainage channels Provide some infiltration Maintenance: low to moderate Cost: low to moderate
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Inlets and Catch Basins Removal Efficiency: 15-35% Design Features: Debris removal Pretreatment Maintenance: moderate to high Cost: low to high
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Sediment Traps/Forebays Removal Efficiency: 25% Design Features: Pretreatment Retrofit expansion Larger space requirement than inlet. Maintenance: moderate Cost: low to moderate
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Innovative BMPs - Hydrodynamic Removal Efficiency: 50-80% Design Features: small area Oil and Grease control Maintenance: moderate Cost: High
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Innovative BMPs – Media Filtration Removal Efficiency: 50-80% average 80% design Design Features: small area Oil and Grease control Maintenance: moderate Cost: High
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Innovative BMPs – Screen Treatment Removal Efficiency: 15-35% Design Features: Debris removal Pretreatment Maintenance: moderate to high Cost: low to high
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Detention Basins TSS Removal Efficiency: 60-80% Key Features: Large area Peak flow control Maintenance: low Cost: low to moderate
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Wet (Retention) Ponds Removal Efficiency: 60-80% Key Features: Large area Peak flow control Maintenance: low to moderate Cost: low to high
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Constructed Wetlands Removal Efficiency: 65-80% Key Features: Large area Peak flow control Biological treatment Maintenance: low to moderate Cost: higher than wet ponds
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Other BMPS Green roofs Grassed/Porous Pavement
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Non-Structural BMPs Street sweeping Storm water collection system cleaning and maintenance Low impact development and land use planning Snow and snowmelt management Public Education
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Construction Site Controls Use of construction site controls protect water quality
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Impacts of Sedimentation Sediments can block culverts and displace flood waters Bare soil easily washes into storm drains and into streams, clouding the water and suffocating aquatic life.
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Erosion Control Practices Silt Fence Silt Sock Construction Entrance Check Dam Inlet Protection Erosion Matting
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Questions
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