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10611 EVERGREEN WAY KLEIN HONDA 2022-10-27
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10611 EVERGREEN WAY KLEIN HONDA 2022-10-27
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Last modified
10/27/2022 9:43:13 AM
Creation date
5/15/2018 10:51:20 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
10611
Tenant Name
KLEIN HONDA
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SECTION I: PROJECT DESCRIPTION <br /> The proposed project Klein Honda is located at 10611 Evergreen Way, Everett WA <br /> 98204. More generally, the sites located in Section 24, Township 24 North, and Range 4 <br /> East of the Willamette Meridian in the City of Everett, Washington. Please refer to the <br /> Vicinity Map attached later in the section. <br /> The site is currently developed with a car dealership with associated parking and <br /> exists as nearly 100% impervious. The site is relatively flat and gently slopes toward the <br /> southwest corner of the property. Per NRCS survey of Snohomish County, the project site <br /> contains Alderwood Urban Land Complex 2 to 8 percent soils that have a hydrologic <br /> classification of Type "C". Please refer to the soils map and descriptions attached later in <br /> this report for more details. <br /> The site area is 3.19 Acres. The proposal includes an extension to the current <br /> building with additional parking. The total disturbed area will be 0.5 acres with a total hard <br /> surface replacement quantity of 0.5 acres (21,760 SF). No new impervious areas are <br /> proposed. Minimum requirements 1-5 apply to the project as the proposal involves <br /> replacement of impervious surface. Refer to the Flowchart for Determining Requirements <br /> for Redevelopment attached in the next page. For onsite stormwater management(MR#5) <br /> full dispersion was considered first however it was deemed infeasible due to the lack of <br /> native vegetation. Downspout full infiltration was deemed infeasible due to the soils poor <br /> infiltration qualities. Bioretention was deemed infeasible due to the soils poor infiltration. <br /> Downspout dispersion system was deemed infeasible due to a lack of vegetative flow path. <br /> Perforated stub out connection was considered and deemed feasible. Onsite stormwater <br /> management for the roof area will be provided by perforated stub out connections. The <br /> overflow from the perforated stub out connection will be connected to the existing drainage <br /> system onsite that drains to the south within a closed pipe system. For other hard surfaces <br /> full dispersion was considered infeasible due to the lack of vegetation,permeable pavement <br /> and bioretention were deemed infeasible due to the soils poor infiltration. Sheet flow <br /> Insight Engineering Co. -Stormwater Site Plan 11/16/17 <br /> -3 - <br />
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