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TERRA ASSOCIATES, Inc. <br /> Consultants in Geotechnical Engineering, Geology <br /> and <br /> Environmental Earth Sciences <br /> October 16,2020 <br /> Project No. T-8221 <br /> Mr. Dave Kessler <br /> Latitude Development <br /> P.O. Box 817 <br /> Auburn, Washington 98071-0817 <br /> Subject: Geotechnical Report <br /> Baywood Industrial <br /> West Marine View Drive <br /> Everett, Washington <br /> Dear Mr. Kessler: <br /> As requested, we have conducted a geotechnical engineering study for the subject project. The attached report <br /> presents our findings and recommendations for the geotechnical aspects of project design and construction. <br /> As indicated by current and previous site explorations, soil conditions at the site consist of 10 to 12 feet of sand fill <br /> overlying native alluvial soils. The alluvial soils consist of a thin layer of soft silt sediments underlain by a 40-to <br /> 55-foot-thick layer of medium dense to dense sand/silty sand. Compressible clayey silt and silty clay were indicated <br /> below the sands to the 80-foot termination depth of the cone penetration tests(CPTs). <br /> In our opinion,soil and groundwater conditions at the site will be suitable for support of the development as planned <br /> provided recommendations contained herein are incorporated into project design and construction specifications. <br /> We trust the information provided in the attached report is sufficient for your current needs. If you have any <br /> questions or need additional information,please call. <br /> Since ®Btir:s J SC/y <br /> TE <br /> V 1—� 10-16-2020 <br /> T re J. , P. <br /> Pr <br /> 12220 113th Avenue NE, Ste. 130, Kirkland, Washington 98034 <br /> Phone (425)821-7777 - Fax (425) 821-4334 <br />