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( <br /> � <br /> � Geotechnical Engineering Evaluation <br /> ( England Avenue Lot <br /> Parce100549401300700 <br /> Mukilteo, Washington <br /> I <br /> IN'fRODUCTION <br /> ( This rcport presents the results of our gcotechnical engineering invest��ation and evaluation of thc <br /> 1 <br /> Gneland Avenue Lot—Parcel 00549401300700 in Everett, Washingron. The project site is located on the <br /> Isouth side of England Avenue, approximately 100 feM cast of the inlersection of England Avenue and <br /> Dover Strcet as shown on the Vicinity Map in Figure I. Thc purposc of this study is ro explorc and <br /> Ichar.uteriu: the site's surf:ice :md subsurface conditions and to provide geotechnical recommendations for <br /> sitc devclopmcnt. <br /> IThc sitc is situatcd on a moderate to stccp nortlrfacing slopc. Thc planned improvements will include the <br /> Iconstruction of a �vood-Gamcd residcnce witli daylight bascmcnt and crawl spacc areas, and a pavcd <br /> � driveway access Gom England A��enue. Preliminary plans indicate that cuts up to 28 (eet below the <br /> � curn:nt graJe are anticipated f'or the south wall of the daylight basement'crawl space. Rockeries with up <br /> �a r�� r��c or�rno��a i,���i,c are planncd for landscaping cuts along the castcrn and wesiem sides of thc <br /> driveway and on thc eastcrn side of thc residcnca 1Vc understand that stonmvater will bc routed ro an <br /> Icaisting city storm drain in England Avcnuc. For our use in prcnarin�this report, wc have bxn proviJed <br /> with an undated site plan showing the pr>perry lines and proposed improvements tided, ••Sire Plan/Lower <br /> IFloor Ylan;' providcd by Perry Manin. We hcrve also bcen provided an untitled, undated cross-section of <br /> the plamud residencc by Arca Flomc Planners. Thc proposed sitc layout i; shown on the Site Plan in <br /> IFigurc 2. <br /> ISCOPE <br /> The purpose of �his study is to e�plore and characterize the site surface and subsurface conditions, and <br /> Iprovide gencr.il recommendations for site development. Specifically, our scope of services includes the <br /> following: <br /> I <br /> I. Revicw existing soil and veologic maps of the area. <br /> � 2. Gxplore the subsurFace soil and groundwater conditions with four geotechnical boringe. <br /> The drill rig was subcontracted by NGA. <br /> � <br /> NELSON GEOTECHNICAL ASSOC/ATES, INC. <br /> ( <br />