4818 BELVEDERE AVE 2016-01-01 MF Import

Novcmbcr 9, 20UG Singlc-Pumily Rcsidcncc - 13clvedcrc Lot 4 L&A Job No. vA 149 Pagc ? 12 Icet bclow the ex�sting grade of thc loi, with the decper area along lhe south side of the building. SCOPF. OF SI'sRVICF.S Our scopc of scrviccs for this study compriscs sEx cifically the following: 1 Review thc gcologic and soil conditions at the site bused on a publishcd geologic map. 2. Characterize the subsurface conditions of the lot tased on our subsurface explorntion on Lots 32 and 33 across the strect from the subject lot. 3. Perfortn necessary gcotechnical analyses, and provide geotechnical recommendations for sitc stabili��tion, site grading, crosion abatement, surface and ground water dminuge control, and foundation design, based on subsurface conditions encountercd in the test pits and msults of our gcotcchnical annlyses. 4. Prepare a written rcport to present our tindings, conclusions, nnd rccommcndutions. SITE CONDITI�NS SURFACF. CONDITIONti I'hc subjcct lot is situatcd on thc midslopc of a northcastcm-dcclining hillsidc. As shown on Plalc 2— Site Plan, the lot is bounded hy Belvcdere A��nue to the east tiith a fiontage of'15 feet and is about 141 to IG2 feet decp, and is adjoincd by residential developments to the north and south. 'f he tcrrain within the lot generally slopes down northeasterly at grndes from 22 to 43 percent, w'ith thc stec�r areu lics in about thc western half of the lot. GF.OLOGIC SF.TTING ANU SOIL CONDITIONS The Prclim nurv Geolo �iF; c Mng of the Mukilteo and Bverett Ouadrengles. Snohomish Coun�; GL'ashin�:ton, by Mackcy Smith, published by U. S. Geological Survey in 197G, wns referenced LIU & ASSOCIATES, INC.