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-^r <br />� <br />NC�A <br />7 7311 —135'" Avenue NE, A-500 <br />Woodinvilb, WA 98072 <br />(425) 486-1669 . Fax (425) 481-2570 <br />September 13, 2001 <br />NELSON GEOT�CHNICAL <br />ASSOCIATES, INC. <br />GEOTECHNICAL ENGINEERS & GEOLOGISTS <br />Mr. Don Schwab <br />11 ] OS - 25'" Street NE <br />Lake Stevens, Washington 98258 <br />Plan Reviaw Letter <br />Schwab Residence <br />Everett, Washington <br />NGA File No. 329401 <br />Dear Mr. Schwab: <br />Snohomish Counry (425) 337-7869 <br />Wenatchee/Chelan (509) 7842758 <br />This letter presents the results of our geotechnical plan review for your future residence project <br />in Everett, Washington. The site is located at 3321 - 52nd Place SW, and is known as Lot 11 <br />of Bridle Park, Block 2. We have previously comp:eted an evaluation of the site's steep slopes <br />and residence setback, the results of which were summarized in our report dated ]uly 13, 2001 <br />(NGA File No. 329401). You have informed us that the City of Everett had requested a <br />geotechnical engineering review of the residence plans, and retained us to complete this review. <br />For the purpose of preparing this letter, you have provided us with Sheets 1 through 12 of the <br />project plans, prepared by Bozorth Design, last revised on September 19, 2001. <br />We re��ie�ved the plans provided for compliance with the recummended minimum foundation <br />embedment and effective setback from the face of the steep slope. In our opinion the pians are in <br />compliance with these requirements. The recommendations found in the geotechnical report <br />should be implemented during construction, unless we are retained to evaluate and approve any <br />design changes. We should be retained to observe and evaluate the fo��ndation subgrade and <br />foundation setEack prior to casting the footings. <br />'/y <br />