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Stormwater Quality Design Manual (May 2007) - City of Sacramento ...

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Run<strong>of</strong>f Treatment Control Measure Fact SheetWater <strong>Quality</strong> Detention Basins• Wet basins: Permanent ponds can provide significant water quality improvement across a broadspectrum <strong>of</strong> constituents including dissolved nutrients.• Wet basins: Can treat dry weather flows without the need for additional features.• Dry basins: <strong>May</strong> be easier to maintain than wet basins.Limitations• <strong>May</strong> pose some safety concerns where there is public access.• Cannot be placed on steep, unstable slopes.• Wet basins: <strong>May</strong> need a supplemental water source to replenish and maintain the permanentpond.• Wet basins: Are typically not permitted if routine pumping <strong>of</strong> ground or surface water would beneeded to maintain the pond. Check with the local permitting agency.• Dry basins: <strong>May</strong> require more land than combination and wet ponds.How does a water quality detention basin work?<strong>Stormwater</strong> quality detention basins allow particles and associated pollutants to settle out. Permanentponds (micropools) may enhance pollutant removal through biological and chemical processes. Thevolume <strong>of</strong> run<strong>of</strong>f may also be reduced through infiltration and evaporation. Dry basins fill up during astorm event and detain the water quality volume for a period <strong>of</strong> 48 hours. Wet basins allow stormwaterrun<strong>of</strong>f to slowly pass through the pond displacing water from the permanent pond. Combination basinsinclude both a permanent pond and additional storage for detaining a portion <strong>of</strong> the water quality volumefor a period <strong>of</strong> 48 hours.Other Names: water quality basin, extended detention basin, dry extended basin, wet ponds, wetextended-detention basins, dry pondsPlanning and Siting Considerations• Plan water quality basins to be aesthetically-pleasing public amenities (see Figure DB-1).• Where possible, design water quality basins as a joint use with parks (passive recreation), openspace, wildlife habitat, aesthetic amenities and/or flood control detention facilities (see FiguresDB-1 and DB-2). Generally, the area within the water quality volume (WQV) is not well suitedfor recreation facilities such as ballparks, picnic areas and restrooms.• Ponds present special design considerations such as the selection <strong>of</strong> appropriate vegetation andnuisance abatement in order to function properly as both a water quality control measure and apublic amenity.• Use dry basins if dry weather flows are not sufficient to maintain the permanent pond <strong>of</strong> wet andcombination ponds. See Figure DB-4.• Wet and combination basins may require a supplemental water source to maintain the permanentpond until the entire drainage shed is built out.• Wet and combination basins require submitting water balancing calculations to ensure that thepermanent pond volume will be maintained in the dry season. Use an evaporation rate <strong>of</strong> 0.45in/day for the <strong>Sacramento</strong> area.• <strong>May</strong> be required to include aeration and/or fountains for permanent ponds with depths greaterthan 6 feet.• Place top soil within the top 12” <strong>of</strong> the basin to support plant growth.• Refer to the local agency drainage criteria for flood control design.• Consider re-circulating dry-weather flows in a water feature or as irrigation water to conservewater and benefit water quality.<strong>Stormwater</strong> <strong>Quality</strong> <strong>Design</strong> <strong>Manual</strong> for the <strong>Sacramento</strong> and South Placer RegionsDB-2 <strong>May</strong> <strong>2007</strong>

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