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r <br /> Date Completed 3119197 Surface Conditions Asphalt <br /> Logged By 1282 Groundwater A depth of approximately 65 feet below existing <br /> site grade <br /> Total Depth 51-112 feet <br /> FIELD <br /> ' a DESCRIPTION <br /> a <br /> w <br /> m tM <br /> rn <br /> r a 3 > a . o <br /> ' aaio o c M M Approximate Surface Elevation IfU <br /> m 0. a <br /> [A fA Z <br /> 10 <br /> Asphalt Concrete <br /> a" Aggregate Base/Sand To Approximately 1 foot <br /> ' 3 Silty SAND (SM) Brown, moist, loose fine to medium <br /> 2 grained, no odor <br /> 1 2 17260 <br /> r <br /> 5 2 <br /> r 1 <br /> 1 3 17259 <br /> r <br /> 10 7 Clayey SILT(ML) Brown, moist, very stiff, some fine sand, <br /> 11 no odor <br /> 17 0 17258 <br /> r <br /> ' 15 7 Sandy SILT(ML) Brown, moist,very stiff,fine grained, no <br /> 9 odor <br /> 11 2 17257 <br /> r <br /> 20 <br /> 6 SAND(5P) Yellow-brown,moist, medium dense fine to <br /> r 11 medium grained, no odor <br /> 13 2 17256 <br /> 25 <br /> LOG OF BORING 2- 31�{oS � C�-. PLAT f 2 <br /> k4KLEI N FELDER <br /> HWY 1201McHENRY AVENUE PROJECT <br /> Z A-5 <br /> Drafted By DWA Protect No 20 3941-01 ESCALON, CALIFORNIA <br /> z Date 314!97 File Number <br /> W Copynght Klemfelder Inc 1997 <br />