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I <br /> I <br /> .4,4... <br /> Proposed I <br /> Conveyance System 20'x 110'x 8' <br /> Detention Vault <br /> - <br /> 1.4414 <br /> - _\ ' <br /> ' if—44 7 - I <br /> I <br /> -, -) <br /> 1 <br /> '• <br /> 0 1 \\s, 0 <br /> CC <br /> F 4 <br /> 2 m . , , • <br /> W �a_a� �� _ i� l2 I <br /> 1 . <br /> z -). <br /> ______ _ . ' ' ....... , <br /> ' i ' .. ..t,,,, . , <br /> .. • , -J <br /> Gm9I <br /> it <br /> BioPod Water <br /> -. '' f J Quality ualit Facility, <br /> . /:,,, [ <br /> Proposed ---- --- --- <br /> Conveyance System MUKILTE0 BOULEVARD 1 <br /> 1 <br /> Figure 6: Proposed Conditions Map <br /> PROPOSED STORMWATER RUNOFF <br /> Stormwater will be managed on-site in accordance with the standards of the 2019 Manual. Per <br /> the Preapplication Meeting with the City of Everett on October 15, 2019, flow control is not <br /> required for areas wherepavements are not reduced to sub grade and are improved bymeans <br /> q g p <br /> of grind and overlay only. Flow control will be evaluated for the entire site with the grind and <br /> overlay areas being accounted for in both the pre-developed and developed conditions. See <br /> 111 <br /> Figure 7 below for the storm drainage basins in the proposed condition and the subsequent <br /> sub-basin descriptions. <br /> 1 <br /> I <br /> NAVIX Everett VA Clinic— Everett, WA 18 <br /> I <br />