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

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Chapter 6• What are pollutants <strong>of</strong> concern for the future land use <strong>of</strong> the development?See Table 3-1 in Chapter 3, which correlates project types with likely pollutants <strong>of</strong>concern. When you have identified the pollutants, you can use the pollutantremoval effectiveness information on the fact sheets at the end <strong>of</strong> this chapter t<strong>of</strong>ind control measures that would be most appropriate for treating thosepollutants.• What amount <strong>of</strong> stormwater run<strong>of</strong>f will need to be treated?The amount <strong>of</strong> stormwater run<strong>of</strong>f that needs to be treated for a site is defined bythe local permitting agencies as the water quality volume (WQV) or water qualityflow (WQF), described later in this chapter. Treating this amount is presumed toremove pollutants in urban run<strong>of</strong>f from the <strong>Sacramento</strong> and South Placer regionsto the maximum extent practicable. Using run<strong>of</strong>f reduction control measures(Chapter 5) will decrease the amount <strong>of</strong> run<strong>of</strong>f needing to be treated, which inturn will likely reduce costs and space requirements for the treatment controlmeasures.If you are using run<strong>of</strong>f reduction measures for your project, or if you would like todetermine if applying run<strong>of</strong>f reduction measures can help reduce your treatmentneeds, refer to Appendix D. Appendix D will lead you through the process <strong>of</strong>calculating run<strong>of</strong>f reduction credits and then determining the water qualityvolume or flow remaining to be treated.If you will not be using run<strong>of</strong>f reduction measures, refer to Appendix E tocalculate the expected water quality volume or flow for your site, based ondrainage area, rainfall and imperviousness.• How much space is available on the project site for a stormwater qualitytreatment facility?Refer to the fact sheets at the end <strong>of</strong> this chapter to determine the spacerequirements for the various types <strong>of</strong> stormwater quality control measures.Consider that vegetated facilities can typically be integrated into the landscapingalready required by the permitting agency for the site. Also, althoughunderground facilities do not take up as much space, they can be more costly toconstruct and maintain.• What are the site conditions and associated limitations on use <strong>of</strong>stormwater quality treatment control measures for this property?As described in the fact sheets at the end <strong>of</strong> this chapter, the selection and design<strong>of</strong> stormwater quality control measures is largely dependent on soils,topography/slope and other natural site features.• What level <strong>of</strong> maintenance will the property owner agree to conduct as long ashe/she owns the property?<strong>Stormwater</strong> <strong>Quality</strong> <strong>Design</strong> <strong>Manual</strong> for the <strong>Sacramento</strong> and South Placer Regions6-2 <strong>May</strong> <strong>2007</strong>

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