3121 8TH ST AB 2016-01-01 MF Import

hme l, 200R Duplex Building L&A Job No. 8A055 Page 2 Strcet via a pavcd drivcway on die west side of the site. We understand that the proposed duplcz building will be an abovc-grade, wood-framed structure to he surparted on perimeter concn_tc foundation walls and interior load-bearing walls and column:;. SCnPG OF SCI2VICisS Our scope of services lor this study comprises spccilically the following: I Review thc geologic and soil conditions at the site based on a published geolocic m.�p. 2. Gxplore the subsurface conditions of the site with backhoe test pits excavated to a firm bearing soil stratum or to the maximum depth (abaut 10 fcet) capable of by thc backhoc used in excavating the test pits, whichever occurs first. 3. Perfonn necessary geotechnical analyses and provide geotechnical recommendations 1or onsite stormwater disposal (if feusible), grading, slope stabilization, crosion mitigation, surface and ground watcr drainage control, foundation design and construction, etc., based on subsurlace conditions encountcrcd in the test pits and results of our geotechnical analyses. 4. Prep:uc a wcltcn repurt to pr�sent our findings, condusions, and recommendations. SI'I'F. COND17'(ONS SURI'ACE CONDITIONS The site is bour.ded by 8'�' Strcet on th� south and thc right-of=way of Budington Northcrn Itail Road to the east, and adjoincd by singlc-lamily residences to lhe wes[ and an undevcloped wooded land to the north. It is situated on the lower portion or a U�oad, gentle to moderatcly stccp, castcrlv-,icclining hill;idc thut dcsccnds to thc ncarb}� Snohomish Rivcr. LIU &c ASSOCIATiS, INC.