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I <br /> I TERRA ASSOCIATES, <br /> I <br /> Consultants in Geotechnical Engineering, Geology <br /> and <br /> Environmental Earth Sciences <br /> I <br /> ' October 22, 2007 <br /> Project No. T-5922-1 <br /> I <br /> Mr.Steve Pesce <br /> PacLand <br /> 11235 SE 6th Street,Suite 220 <br /> Bellevue,Washington 98004 <br /> ISubject: Preliminary Geotechnical Report <br /> Seaway Center Lot 3C <br /> I 23rd Drive West and 60th Street NW <br /> Everett,Washington <br /> I <br /> Dear Mr. Pesce: <br /> As requested, we have conducted a geotechnical engineering study for the subject project. The attached report <br /> I <br /> presents our findings and preliminary recommendations for the geotechnical aspects of project design and <br /> construction. <br /> I <br /> ' Our field exploration indicates that the site is generally underlain by glacial till generally consisting of medium <br /> dense to very dense silty sand with varying amounts of gravel. We did not observe groundwater seepage in any <br /> of our recent site explorations; however, we observed light seepage of perched groundwater approximately 10 <br /> 1 feet below existing surface grades in one of our test pits excavated in May 2006. <br /> In our opinion, the subsurface conditions at the site are suitable for the planned development. In general, <br /> conventional spread footings may be used for supporting the buildings bearing on undisturbed native soil or <br /> Icompacted structural fill. <br /> We trust this information is sufficient for your current needs. If you have any questions or require additional <br /> Iinformation,please call. <br /> Sincerely yours, <br /> TERRA ASSOCIATES,INC. <br /> r€ <br /> I John C S ` : <br /> Project �y, .-°V ''; , <br /> Theod`- the#14 7 <br /> Princin `u 42 ' <br /> NwL <br /> ffi 1o0 flows Road, Suite 101, Kirkland, Washington 98034 <br /> Ione{425) t321-7777 e Fax (425') 821-433=4 <br />