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Date Completed: 6/1/98 Surface Conditions: Asphalt concrete. <br /> Logged By: D. Heard Groundwater: Initially encountered at a depth of about 55-1/2 <br /> feet below existing site grade, finally at about 46-1/2 <br /> Total Depth: 65 feet feet. <br /> FIELD C <br /> O <br /> n _ <br /> DESCRIPTION 2 <br /> N <br /> I— N C <br /> r N N N O O <br /> L n 3 > a a o U <br /> ani o o a m D Approximate Surface Elevation (ft): 3 <br /> CL n <br /> o in m in z <br /> Asphah Concrete: Approximately 6 inches thick <br /> Aggregate Base: Approximately 3 inches thick <br /> Silty CLAY(CL): Grayish black, moist, very stiff,some <br /> fine sand,trace organics and fine wood debris, slight <br /> organic odor <br /> 5 7 <br /> 12 <br /> 16 7 16019 <br /> Clayey SILT(ML): Red-gray, moist, very stiff, some very <br /> fine sand, no odor <br /> 10— 5 <br /> 11 <br /> 15 3 15883 <br /> very fine sand fraction increasing <br /> 15 <br /> 4 stiff, with very fine sand, no odor <br /> 6 <br /> 8 3 15882 <br /> Silty SAND (SM): Red-gray, moist, medium dense, very <br /> fine to fine grained, some clay, no odor <br /> 20 4 <br /> 7 <br /> 14 3 15881 <br /> Clayey SILT(MU with Sand: Red-gray, moist, very stiff, <br /> fine sand, no odor <br /> 25 2 <br /> 7 <br /> 12 4 15880 <br /> 30 <br /> g hard <br /> 17 <br /> 22 3 15879 <br /> m <br /> m <br /> LOG OF WELL EB1/TW1 PLATE <br /> KLEINFELDER <br /> k4 ' °f 2 <br /> PROPOSED MARCH LANE UNDERCROSSING <br /> 3 Drafted By: DWA Project No.: 20-371 2-08-EO 1 UNION PACIFIC RAILROAD A-3 <br /> z Date: 7/13/98 File Number: STOCKTON, CALIFORNIA <br /> W Copyright Kleinfelder, Inc. 1998 <br />