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Date C9/97 Surface Conditions: Asphalt. <br /> L Completed: 3/1 - <br /> r Logged By: 1282 Groundwater: A depth of approximately 65 feet below existing <br /> L�} site grade. <br /> Total Depth: 5 1-1/2 feet <br /> FIELD <br /> - DESCRIPTION <br /> CL E <br /> o —�° a . rn 3 J Approximate Surface Elevation (ft): <br /> '.. <br /> ao- Asphalt Concrete <br /> Aggregate Base/Sand:To Approximately 1 foot <br /> 3 Sitty SAND(SM): Brown, moist, loose, fine to medium <br /> 2 grained, no odor <br /> 1 2 17260 <br /> i <br /> 5 2 <br /> 1 <br /> r 1 3 17259 <br /> 10 7 Clayey SILT(ML): Brown, moist, very stiff, some fine sand, <br /> L,.,./ - 11 no odor <br /> 17 O 17258 <br /> 15 <br /> 7 Sandy SILT(ML): Brown, moist,very stiff,fine grained;no <br /> 9 odor <br /> f .11 2 17257 <br /> kr ` <br /> 20- <br /> 6 <br /> SAND(SP): Yellow-brown, moist,medium dense, fine to <br /> 1 1 medium grained, no odor <br /> 13 2 17256 <br /> 25 _ <br /> L � <br /> ~ PLATE <br /> k" KLEINFELDER <br /> LOG OF BORIIV02- 3 <br /> 1 of 2 <br /> HWY 120/McHENRY AVENUE PROJECT <br /> I <br /> Drafted By: DWA Project No.: 20-3941-01 1305 ESCALON AVENUE A-5 <br /> _' Date: 3/4/97 File Number: ESCALON, CALIFORNIA <br /> W Copyright Kleinfelder,Inc. 1997 <br />