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SECTION IV: CONSTRUCTION STORMWATER POLLUTION <br /> PREVENTION PLAN <br /> ' This Stormwater Pollution Prevention Plan (SWPPP) has been prepared as part of <br /> the Construction stormwater permit requirements for the project Rockefeller Square at <br /> ' 2611, 2613, & 2617 Rockefeller Ave. Everett, WA 98201. It is located in Section 20, <br /> Township 29 North, and Range 5 East of the Willamette Meridian in the City of Everett, <br /> ' Washington. <br /> The site is currently developed with four residential homes. The site contains one <br /> ' drainage that slopes to the slightly to the east. There are no critical areas located within the <br /> site. Per NRCS survey of Snohomish County, the project site contains Alderwood soils that <br /> have a hydrologic classification of Type"C". <br /> ' The proposal is to construct a three-story residential building with an underground <br /> parking garage. The total proposed impervious surfaces will be 9,875 SF. The access to the <br /> parking garage will be from the alley in between Rockefeller Ave and Oakes Ave. <br /> The project site is legally served by a combined storm and sanitary sewer system, in <br /> which case the stormwater standards shall be as determined by Public Works Department <br /> ' policy. The existing basin was modeled as existing conditions per section 6-10 of the City <br /> Design and Construction Standards and Specifications. Flow control requirements will be <br /> ' met by a 19LF 4-foot diameter detention pipe on the south side of the building. The project <br /> is exempt from water quality as the project discharges to the combined sewer and any new <br /> PGHS will be minimal. <br /> ' Per Vol I figure 2.4.2 of the SWMMWW, Minimum requirements #1 through #9 <br /> shall apply for this project. Refer to section 1.2 for Minimum Requirements Summary. <br /> ' For onsite stormwater management (MR#5) list # 2 was used per Vol 1 section 2.5.5 of the <br /> SWMMWW. Full dispersion was considered first however it was deemed infeasible due to <br /> ' the lack of native vegetation. Downspout full infiltration and bioretention was deemed <br /> infeasible as the site lacks the necessary area to accommodate infiltration facilities within <br /> ' Insight Engineering Co. -Stormwater Site Plan 12/30/20 <br /> - <br /> I <br />