2318 BAKER AVE 2022-01-19 - Laserfiche WebLink

Firefox about:blank Option 2B Rain Garden Design Worksheet The top of the ponded surface area below the overflow shall be at least 13.5% of the net new impervious surface area draining to the rain garden. Projects that have a greater contributing impervious area to the BMP shall use the larger of the two areas, or as an alternative may have the BMP sized by an Engineer using a continuous runoff model to meet the flow control requirements of Section 6.10 of the DCSS. The table below provides design geometry based upon contributing impervious area. Refer tothe Rain Garden Handbook for Western Washington: A Guide for Design, Installation, and Maintenance (Hinman etal. 2013) for construction guidance. Bioretention shall be designed in accordance with section 6.10 of the DCSS and the SWMMWW. Use the following criteria for design of the bioretention pond. The applicable Setback requirements in Section 4-4.1 (3) have been met, including: • 50 feet setback from slopes greater than 15 percent and greater than 10 feet in height. Minimum Side Slope = 3:1 Minimum Infiltration Rate = 0.3 in/hr Minimum depth of Biosoil = 12-inches Ponding depth = 6-inches Freeboard = 6-inches Table 2B — Small Proiect Rain Garden Flow Control Des 200 to 400 54 19 400to 600 81 36 600 to 800 108 SS 800to 1000 135 74 1000to 1200 162 9s 1200to 1400 186 110 1400 to 1600 218 137 1600to 1800 243 1s8 1800to 2000 270 180 gn Sizing • Net new impervious area requiring mitigation (ft2):", • Contributing impervious area to BMP: ■ Total contributing area including landscaped area (ft2): Design Top of Ponded Surface Area (ft2) = 0.135*(contributing impervious area (ft2)) ft2 City of Everett Public Works Small Project Stormwater Site Plan Report for Projects in the Combined Sewer Area-April2021 FM C18of 23 6/8/2021, 10:18 AM