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FIELD <br /> c <br /> 0 <br /> U <br /> CL DESCRIPTION 2 <br /> w H N > C <br /> N N O <br /> > a -°O U <br /> o m a n z a� <br /> J (Continued from previous plate) 3 <br /> Silty SAND(SM): Brown, moist, medium dense, very fine <br /> to fine grained,trace clay, no odor <br /> 35 6 <br /> 9 <br /> 12 5 16690 <br /> 40 clay fraction increasing <br /> 7 Silty SAND(SM): Brown, moist, dense, very fine to fine <br /> 17 <br /> 21 5 16689 grained, with clay, no odor <br /> 45 1 <br /> 8 <br /> 13 5 16688 <br /> 18 Clayey SILT(ML): Brown, wet, very stiff, trace organics, <br /> no odor <br /> 50 6 Q <br /> 10 <br /> 19 n/a <br /> 55 <br /> Well completed at a depth of approximately 55 feet <br /> below existing site grade. <br /> Sample No. 16686 taken <br /> 60- <br /> 65 <br /> 1 <br /> m <br /> m <br /> LOG OF WELL EB2/TW2 PLATE <br /> k4K L E I N F E L D E R 2 °f 2 <br /> PROPOSED MARCH LANE UNDERCROSSING <br /> 3Drafted By: DWA Project No.: 20-3712-08 E01 UNION PACIFIC RAILROAD /4_4 <br /> z Date: 7/13/98 File Number: STOCKTON, CALIFORNIA <br /> W Copyright Kleinfelder,Inc. 1998 <br />