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Project: YFS-Stockton Field Log of Boring TSB-9 <br /> o m LITHOLOGIC DESCRIPTION �� '�O s ` REMARKS <br /> CO <br /> 60 as above,CLAYEY SAND SC 60 to 61.5'at 0930 <br /> ®60'SILTY CLAY,light brown to olive,moist,stiff CL HNu=0 <br /> 61 12 TSB-9-12 <br /> 62 <br /> 63 63 to 64.5'at 1000 <br /> HNu=0 <br /> 64 13 <br /> 0 64'CLAYEY SAND,reddish brown,moist,medium <br /> SC TSB-9-13 <br /> 65 dense,medium grained sand,30%clay <br /> 65 to 66.5'at 1025 <br /> HNu=0 <br /> 66 <br /> 14 TS13-9-14 <br /> 67 67 to 68.5'at 1035 <br /> HNu=0 <br /> 68 <br /> 068'SANDY CLAY,light olive brown,moist,stiff, CL 15 I TSB-9-15 <br /> 309/6 very fine grained sand <br /> 69 <br /> 70 70 to 71.5 at 1100 <br /> 71 ® 70.5'SAND,white to light gray,moist,base, Sp HNu=0 <br /> fine to coarse grained sand 16 TSB-9-16 <br /> 72 <br /> 73 <br /> 74 <br /> 75 <br /> 75 to 76.5'at 1130 <br /> ® 75'SILTY CLAY,light dive brown,dry,stiff CL <br /> HNu=0 <br /> 76 <br /> [17 TSB-9-17 <br /> 77 Terminate boring TSB-9 at 76.5 feet(54 <br /> vertical)Backfill to surface with neat <br /> 78 cement grout <br /> F I I <br /> 79 <br /> Woodward-Clyde Consultants Page 4 of 4 <br />