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

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The designer must determine how many <strong>of</strong> the ro<strong>of</strong> downspouts are to be disconnected, as a percentage <strong>of</strong>total ro<strong>of</strong> downspouts. This determines the use multiplier for disconnected ro<strong>of</strong>tops.The form is used to determine the area <strong>of</strong> impervious surface accounted for by ro<strong>of</strong>tops, dependent on sitedensity (1-20 DU/A). This area is the maximum amount <strong>of</strong> impervious surface that can be effectivelymanaged with DRDs and comprises the reduction factor. Reduction factors for DRDs range from 0.08 to0.44 and are summarized in Table 1.Example:If a 20-acre residential site, 5 DU/A (23% ro<strong>of</strong>top impervious surface), includes the disconnection <strong>of</strong> allro<strong>of</strong> drains on 40% <strong>of</strong> houses with a setback <strong>of</strong> 12 feet (48% treatment) the Run<strong>of</strong>f Reduction measurewould result in:(0.48)(0.40)(0.23)(20 acres) = 0.044(20 acres) = 0.88 acres <strong>of</strong> effectively managed area (A c ).Divided Sidewalks (DS)Divided Sidewalks (DS) function to drain water run<strong>of</strong>f from sidewalks onto a strip <strong>of</strong> grass locatedbetween the sidewalk and the street. Divided Sidewalks are essentially a variation on DisconnectedPavement (DP) and the credits application method for DP was adapted from the Urban Storm DrainageCriteria <strong>Manual</strong> Volume 3 – Best Management Practices for Denver (2005). The landscaping strips areusually as wide as the sidewalks themselves, so the sidewalks are considered entirely treated. Sidewalksaccount for approximately 6% <strong>of</strong> the total area <strong>of</strong> most residential developments, so if all units usedivided sidewalks the development will treat 6% <strong>of</strong> total site run<strong>of</strong>f. If a development chooses to usedivided sidewalks on some areas, connector streets for example, the amount <strong>of</strong> credits applied will bescaled by the percentage <strong>of</strong> units using the design. A designer chooses the percentage <strong>of</strong> units using thedesign, and the number is multiplied by 0.04 to get the total credits obtained.If a designer uses divided sidewalks on 30% <strong>of</strong> units in a 200 acre development, the credit allowed: usemultiplier * reduction factor * total acreage(0.30)(0.04)(200 acres) = 0.012(200 acres) =2.4 acres <strong>of</strong> effectively managed area (A c ).Interceptor Trees (IT)Interceptor trees can prevent and/or delay water from landing on an impervious surface. Much <strong>of</strong> theintercepted water runs down along the tree’s leaves and branches and evaporates, or runs down into theroot system. Properly located trees can reduce the effective impervious fraction by diverting rain thatwould otherwise fall on streets and sidewalks. The <strong>City</strong> <strong>of</strong> Portland <strong>Stormwater</strong> Management <strong>Manual</strong>(2004) and <strong>City</strong> <strong>of</strong> San Jose policy apply 100 sq. ft <strong>of</strong> credit for a deciduous tree and 200 sq. feet for anevergreen tree. Research results published by Q. Xiao (1998, 2000(2), 2003) provides evidence that thiscredit system is appropriate for the central valley climate. The number <strong>of</strong> trees is multiplied by the creditto obtain an area reduced by interceptor trees. Credits may be applied for existing trees as defined inInterceptor Trees Fact Sheet. To calculate the credits allowed for existing interceptor trees, the designermust identify the square footage equal to one half <strong>of</strong> the existing tree canopy. The resulting area isconsidered the area effectively managed by the existing interceptor trees.<strong>Stormwater</strong> <strong>Quality</strong> <strong>Design</strong> <strong>Manual</strong> for the <strong>Sacramento</strong> and South Placer Regions<strong>May</strong> <strong>2007</strong> Appendix D-4 Page 5

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