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ww <br />N <br />Main Office <br />I7311-135" Ave NE, A-500 <br />Woodinville, WA 98072 <br />(425) 486-1669 • FAX (425) 481-2510 <br />June 15, 2016 <br />Mr. Bruce McKinnon <br />1617 Edgemoor Lane <br />Everett, WA 98203 <br />NELSON GEOTECHNICAL <br />ASSo►cIATEs, INC. <br />GmTECHNICAL ENGINEERS &'GEOL,OCISTS <br />Engineering -Geology Branch <br />55261ndustry Lane, #2 <br />East Wenatchee, WA 98802 <br />(509) 665-7696 • FAX (509) 665-7692 <br />Retaining Wall Installation Final Summary Letter <br />McKinnon Residence Retaining Wall <br />1617 Edgemoor Lane <br />Everett, Washington <br />NGA File No. 9106B 15 <br />Dear Mr. McKinnon: <br />This letter summarizes our geotechnical construction monitoring services for the new retaining wall and <br />slope stabilization improvements that were constructed near the top of the steep slope area below your <br />residence located at 1617 Edgemoor Lane in Everett, Washington. <br />Introduction <br />The project consisted of the installation of a new pin pile retaining wall that was supported with helical <br />tieback anchors to stabilize the yard area along the top of a steep slope area. <br />A steep northeast -facing slope is located northeast of the existing residence below a relatively level yard <br />area. We previously prepared a geotechnical report for the site titled "Geotechnical Engineering <br />Evaluation — McKinnon Residence Retaining Wall — 1617 — Edgemoor Lane - Everett, Washington," <br />dated December 2, 2015. As part of that study, we recommended a pin pile retaining wall supported with <br />mechanical anchors be constructed along the top of the steep slope to stabilize the affected area. We also <br />recommended drainage improvements, as well as covering the slope within the vicinity of the new wall <br />with erosion control material and vegetation. We have since reviewed the wall design and monitored the <br />wall installation. <br />