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600 54TH ST SW I 2025-01-28
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600 54TH ST SW I 2025-01-28
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Last modified
1/28/2025 4:12:08 PM
Creation date
12/16/2024 11:29:38 AM
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Address Document
Street Name
54TH ST SW
Street Number
600
Unit
I
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SECTION I: PROJECT DESCRIPTION <br /> The proposed project Seahurst Lane is located at 600 54t St SW, Everett, WA. <br /> More generally, the site is located in Section 1, Township 28 North, and Range 4 East of <br /> the Willamette Meridian in the City of Everett, Washington. Please refer to the Vicinity <br /> Map attached later in the section. <br /> The site is currently undeveloped and covered with native vegetation. There is a <br /> wetland located to the east of the site, an associated buffer has been designated. The site <br /> contains one drainage basin that drains to the east to Pigeon Creek. Per NRCS survey of <br /> Snohomish County, the project site contains Alderwood Urban Land Complex 0 to 8 <br /> percent soils that have a hydrologic classification of Type "C" and Everett soil that have a <br /> hydrologic classification of Type "A". Please refer to the soils map and descriptions <br /> attached later in this report for more details. <br /> The site area of the project is approximately 5.00 Acres. The clearing area is 2.61 <br /> Acres. The proposal is to subdivide the property into ten lots and construct ten new single- <br /> family homes, approximately 533-1f of road with associated utilities. The access to the <br /> project site will be from 54th Street. <br /> A 108'x 29.50'x 14' wetvault located underneath the open space near the central <br /> portion of the site is proposed to meet the flow control requirements conforming to the City <br /> of Everett requirements. The wetvault will have a detention depth of 9.50-ft, 3.50-ft of <br /> wetpool depth and 1-ft of sediment storage. The wetvault was sized using Western <br /> Washington Hydrology Model V 4.2.13 (WWHM). The roof and the yard drains will be <br /> connected to the onsite detention system. The outflow from the wetvault will be discharged <br /> to the east via a closed pipe system to a stilling basin for energy dissipation and eventually <br /> drains to its natural drain course to Pigeon Creek. Runoff treatment would be obtained by <br /> wetvault. <br /> Insight Engineering Co. - Stormwater Site Plan 07/03/2019 <br /> -3- <br />
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