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Geotechnical Engineering Evaluation <br /> East Marine View Drive Warehouse Building <br /> 101 East Marine View Drive <br /> Everett, Washington <br /> INTRODUCTION <br /> This report presents the results of our geotechnical engineering investigation and evaluation of the East <br /> Marine View Drive Warehouse Development in Everett, Washington. The project site is located at the <br /> existing commercial property with the address of 101 East Marine View Drive, as shown on the Vicinity <br /> Map in Figure 1. The purpose of this study is to explore and characterize the site's surface and subsurface <br /> conditions and to provide geotechnical recommendations for the proposed site development. For our use <br /> in preparing this report,we have been provided with Plan Sheets titled"New Warehouse Building-Blunt <br /> Family—Marine View Drive,"February 22,2017. <br /> The proposed development consists of constructing a new warehouse building, similar to the previous <br /> structure. We understand stormwater will be directed to an existing system associated within the overall <br /> commercial development area. The existing conditions and proposed improvements are shown on the <br /> Schematic Site Plan in Figure 2. <br /> SCOPE <br /> The purpose of this study is to explore and characterize the site surface and subsurface conditions, and <br /> provide general recommendations for site development. Specifically, our scope of services includes the <br /> following: <br /> 1. Review available soil and geologic maps of the area. <br /> 2. Explored the site subsurface soil and groundwater conditions with two up to 91.5-foot <br /> deep drilled borings using a track-mounted drill rig. Drill rig was subcontracted by NGA. <br /> 3. Perform laboratory analyses on selected samples, as needed. <br /> 4. Evaluate potential for liquefaction. <br /> 5. Provide preliminary recommendations for earthwork, including cuts and fills <br /> 6. Provide recommendations for temporary and permanent slopes. <br /> 7. Provide recommendations for foundation support, slab on grade, and pavement <br /> subgrades. <br /> 8. Provide recommendations for deep foundation systems, such as drilled piers or driven <br /> piles. <br /> 9. Provide recommendations for retaining walls,as needed. <br /> 10. Provide preliminary recommendations for site drainage and erosion control. <br /> 11. Document the results of our findings, conclusions, and recommendations in a written <br /> geotechnical report. <br />