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I � ffm Project No: 06-6102-00-4926-301 Wage 1 of 2 <br /> F An&00COMPW,Y <br /> PROJECT: TRACY BYRON ROAD Log TracSB-2, Californiay of Boring No. <br /> BORING LOCATION: N 2095468.1540,E 6282173.3990 ELEVATION AND DATUM: US State Plane NAD 83 Zone 3 <br /> DRILLING CONTRACTOR: Gregg Drilling and Testing,Inc. DATE STARTED:/TIME: DATE COMPLETED:/TIME: <br /> 10/27/03 10:30 10/27/03 11:30 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER: Paul Rogers 24' Ground Surface <br /> DRILLING METHOD: Direct Push Continuous <br /> DEPTH TO WATER(ft.): 15.5' <br /> TIME: <br /> DRILLING EQIUPMENT: Geoprobe GEOLOGIST: Kim Burckle <br /> SAMPLING METHOD: Macrocore REVIEWED BY: <br /> SAMPLES <br /> = U U) DESCRIPTION <br /> �- _ <br /> j Q o a CLa. Q NAME(USCS):color,moist, %by wt.,plast.and density. <br /> O 0- o o E.a u <br /> °0 U) O U Surface Elevation: NA <br /> Road base to 1.5'bgs. <br /> 1 <br /> o Boring hand cleared to 5'bgs. <br /> 2--,/ CL Native Material observed to be Clay during borehole clearance. <br /> �r <br /> r° <br /> 3-- <br /> 4-- <br /> SB-21-5 4SB-21-5 <br /> 10:29 5 <br /> CLSandy Lean Clay(CL);yellowish brown(7.5yr4/3);moist;low plasticity;70-75% <br /> 6 clay,25-30%sand;rootholes. <br /> 0.0 <br /> 7- <br /> SB-21-8 SB-21-8 <br /> 10:27 g <br /> 0.0 <br /> 10 <br /> CL Same as above. <br /> 11 <br /> 0.0 SB-21-12 <br /> 10.54 12r <br /> e <br /> 13 <br /> 14 <br /> SB-18-15SC Clayey Sand(SC);yellowish brown(7.5yr4/3);saturaated;65-70%fine to very fine <br /> 0.0 9:08:0815 <br /> sand,30-35%clay. <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 0.0 <br /> 61718190.0 SB-21-20ySC Same as above,sand increases @ 20'bgs. <br /> FY <br /> 11:19 20 <br /> NOTES: <br />