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r � <br /> Date Completed 1217198 Surface Conditions Asphalt concrete <br /> ID <br /> Logged By J Zilles Groundwater Encountered at a depth of approximately 1 S feet <br /> below existing site grade <br /> Total Depth 26-112 feet <br /> FIELD <br /> C DESCRIPTION <br /> C1 <br /> F <br /> L Q N > Q O <br /> mo o n ru a Y Approximate Surface Elevation (ft) <br /> m a n cn Z <br /> Asphalt Concrete <br /> 5 SAND (SP) Olive brown, moist medium dense fine to <br /> medium grained no odor <br /> 11 18134 <br /> is <br /> 12 18133 <br /> i <br /> r >5 s <br /> Clayey SILT(ML) Olive brown moist to very moist, fine to <br /> medium grained no odor <br /> 13 18132 <br /> 1 <br />' 20 Silty SAND (SM) Red gray wet, fine to medium grained <br /> some clay, no odor <br /> 12 18131 <br /> i <br /> 25 trace clay <br />' 18130 <br /> Boring completed at a depth of approximately 26-112 feet <br /> r below existing site grade <br /> Water sample No 18128 taken <br /> 30 <br /> rA <br /> n� LOG OF BORING B- 9 PLAT of 1 o <br /> k <br /> � KLEINFELDER <br />' �; GRANITE CONSTRUCTION COMPANY A-3 <br /> W Drafted 8y DWA Project No 20-1108-24-Eo1 0500 HARLAN ROAD <br /> W Date 218/96 Fife Number FRENCH CAMP, CALIFORNIA <br /> Copyright Kleinfeider Inc 1999 <br />