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

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

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Appendix ASubmittal RequirementsThe submittal related to post-construction stormwater quality control measures for the project shall bemade in the format specified by the permitting agency. The submittal shall include sufficient design detailand calculations to demonstrate the adequacy <strong>of</strong> the design to meet the agency requirements, and shallconsist <strong>of</strong> the following information, at a minimum:• Total site acreage• Project density (residential projects only)• Impervious areas: existing & proposed buildings and other structures; pavement• Pervious areas: landscaped, open space, other areas• Grades/contours (agency may specify contour interval)• Drainage systems, including pipe materials, sizes, slopes and invert elevations• Contributing drainage shed(s) – delineate and give acreage <strong>of</strong> the sheds contributing runon and run<strong>of</strong>fto and from the project; identify those sheds associated with the proposed stormwater quality controlmeasures• Location(s) where site discharges to municipal storm drain system and/or receiving waters• Existing tree canopies and locations <strong>of</strong> proposed new evergreen/deciduous trees (if interceptor treecontrol measure is being proposed)• Type and location <strong>of</strong> proposed post-construction stormwater quality control measures*, indicating foreach measure: size/label <strong>of</strong> contributing shed(s); amount <strong>of</strong> contributing impervious and perviousarea; and WQV or WQF to be treated.• <strong>Design</strong> parameters used to determine size <strong>of</strong> proposed control measures, including run<strong>of</strong>f reductionworksheets, if applicable. Include calculations where appropriate/required (permitting agency mayallow cross-reference to Drainage Study). Record this information on the “<strong>Design</strong> Data SummarySheet” provided at the end <strong>of</strong> each fact sheet in Chapter 6.• Details for post-construction control measures, including the following information, whereapplicable:o Dimensions and setbacks from property lines and structureso Pr<strong>of</strong>ile view, including typical cross-sections with dimensionso Water surface elevations/freeboardo Inlets, outlet structures, and release pointso Vegetation & growing medium specifications, incl. provisions for temporary irrigation ifneededo Specifications for construction materials, such as filter fabric and infiltration materialso Installation requirements• Maintenance requirements shall be submitted separately. See Appendix B in <strong>Design</strong> <strong>Manual</strong>.*Control measures may be those included in the <strong>Stormwater</strong> <strong>Quality</strong> <strong>Design</strong> <strong>Manual</strong> for <strong>Sacramento</strong> and SouthPlacer Regions or alternative measures. For projects proposing use <strong>of</strong> control measures not specified in the <strong>Design</strong><strong>Manual</strong>, the review and approval process may take longer. Also, slight variations to design criteria stated in themanual may be approved on occasion, provided the agency determines that performance <strong>of</strong> the facility itself or othersite structures/features is not compromised. For agencies in <strong>Sacramento</strong> County, proposals <strong>of</strong> alternative proprietarystructural devices may be accepted if the manufacturer can satisfy the agencies’ protocol or the property owneragrees to conduct a pilot scale monitoring study.To avoid delays, all alternative proposals should be discussed with the stormwaterquality staff at the permitting agency as early as possible in the planningstages <strong>of</strong> the project, preferably at the pre-application meeting.

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