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► ffm Project No: 06-6102-00-4926-301 Page 2 of 2 <br /> Any <br /> PROJECT: TRACY BYRON ROAD Logof <br /> SB-26 <br /> Tracy,California <br /> BORING LOCATION: N 2095188.9940,E 6282869.9120 ELEVATION AND DATUM: US State Plane NAD 83 Zone 3 <br /> DRILLING CONTRACTOR: Gregg Drilling and Testing,Inc. DATE STARTED: DATE COMPLETED: <br /> 10/28/03 10:15 10/28/03 11:15 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER: Paul Rogers 28' Ground Surface <br /> (ft.): <br /> DRILLING METHOD: Direct Push Continuous DEPTH TO WATER 14'TIME: <br /> DRILLING EQIUPMENT: Geoprobe GEOLOGIST: Will Slowik <br /> SAMPLING METHOD: Macrocore REVIEWED BY: <br /> SAMPLES U <br /> DESCRIPTION <br /> >CL <br /> En o a a NAME(USCS):color,moist, %by wt.,plast.and density. <br /> cn Surface Elevation: NA <br /> SC Same as above. <br /> 11.5 <br /> 21 <br /> 22 CL Sandy Lean Clay(CL);yellowish brown(10yr5/4);moist;medium plasticity; <br /> 70-75%clay,25-30%fine sand. <br /> 23- <br /> 4.9 <br /> 24- <br /> 25- <br /> SC <br /> 425SC Clayey Sand(SC);brown(10yr4/3);saturated;70-75%fine sand,25-30%clay. <br /> 26- <br /> 27- <br /> CL <br /> 627CL Sandy Lean Clay(CL);yellowish brown(10yr5/4);moist;medium plasticity; <br /> SB-26-28 70-75%clay,25-30%sand. <br /> 10:55 28 - <br /> Boring terminated @ 28'bgs. <br /> 29 <br /> 30 <br /> 31 <br /> 32 <br /> 33 <br /> 34 <br /> 35 <br /> 36 <br /> 73839 37-- <br /> 38-- <br /> 39 <br /> 40 <br /> NOTES: Boring abandoned,borehole backfilled to surface grade with neat cement. <br />