5203 S 4TH AVE 2016-01-01 MF Import

_i GASCAOE TESTING LABORATORV, INC. � April 2, 1979 Cert. No. 794-3G Craig Bunney Construction Page 3 Foundation stabilization should be performed subsequent to adequate dewatering by the interceptor drain. We sugqest the use of footing trench excavations and replacement utilizing enqineered structural fill. The footing trench excavations should be performed into the natural silts and at least two feet below bo�`.tom of footing ele�•ation. Replacement material should consist of yranLlar pit run type soils, placed in eight (8) inch maximum lifts and comqacte. io 95B of ASTM D-1557. Footing drains and roof draids should be'perfurmed ! such that saturation of the foundation soils doee. not occur. Slab-on-grade should be placed upon structural fill consisting of. material and conforming to specifications as stated above. Maximum allowable soil pressure of 2,000 PSF is available utilizing the above stabilization procedures. Total and differential settle- ments should be less than three-fourths (3/4) inch across the site. Special Notes: We suggest special inspection be performed to insure comp.liance with recommendations as presented and to insure a satisfactor'y development. Although we do expect the c�bserved site soil conditions and dis- tributions to reflect our findings, some variations are expected. Should conditions other than those discussed herein be enco�ntered, the soils engineer should be contacted for review and comment.