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l � dw Project No: 06-6102-00-4926-301 Page 2 of 2 <br /> An EmPrhyee-Owned Company <br /> PROJECT: TRACY BYRON ROAD g Logof Borin No. SB-16 <br /> Tracy, California <br /> BORING LOCATION: N 2096049.6860,E 6280695.9460 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 /> 10/23/03 15:30 10/23/03 16:30 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER: Bob Deason 24' Ground Surface <br /> DEPTH TO WATER(ft.): 10' <br /> DRILLING METHOD: Direct Push Continuous TIME: <br /> DRILLING EQIUPMENT: Marl M5 T Rhino Rig GEOLOGIST:Will Slowik <br /> SAMPLING METHOD: Macrocore,Stainless Bailer REVIEWED BY: <br /> SAMPLES <br /> = U U) DESCRIPTION <br /> j fl N o Q (1) <br /> Q NAME(USCS):color,moist, %by wt.,plast.and density. <br /> OQ o o E-a w <br /> Surface Elevation: NA <br /> 0.0 SM Silty Sand(SM);yellowish brown(10yr5/4);saturated;80-85%fine sand, <br /> 15-20%silt. <br /> 21 <br /> 22- <br /> 0.2 fA"� CL Sandy Lean Clay (CL);yellowish brown(10yr5/4);moist;medium plasticity; <br /> 65-70%clay,30-35%fine sand. <br /> 23 <br /> 0.0 SB-16-24 <br /> 15:55 24 :; <br /> Boring terminated @ 24'bgs. <br /> 25- <br /> 26 <br /> 27- <br /> 28 <br /> 29- <br /> 30 <br /> 31 <br /> 32 <br /> 33- <br /> 34 <br /> 35 <br /> 36 <br /> 37-- <br /> 38 <br /> 39- <br /> 40 <br /> NOTES: Boring abandoned,borehole backfilled to surface grade with neat cement. <br />