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Sdence <br /> mwww <br /> ► �colpWaffm Project No: 06-6102-00-4926-301 Page 2 of 2 <br /> q An Egplgyee-Owned Come y <br /> PROJECT: TRACY BYRON ROADBoringSB-34 <br /> Trac California LogOf N�y, <br /> BORING LOCATION: N 2094585.5670,E 6284432.4800 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 /> 10/30/03 10:15 10/30/03 11:50 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER: Paul Rogers 24' Ground Surface <br /> (ft.): <br /> DRILLING METHOD: Direct Push Continuous DEPTH TO WATER 12.5'TIME: <br /> DRILLING EQIUPMENT: Geoprobe GEOLOGIST:Will Slowik <br /> SAMPLING METHOD: Macrocore,Stainless Bailer REVIEWED BY: <br /> SAMPLES U DESCRIPTION <br /> -, _ _ U) <br /> E 3 o a a Q Q NAME(USCS):color,moist, %by wt.,plast.and density. <br /> O o E-a w <br /> 0° CU a v 0 U Surface Elevation: NA <br /> 3.0 CL Same as above. <br /> 21 SC Clayey Sand(SC);yellowish brown(10yr5/4);saturated;65-70%fine sand, <br /> 30-35/o clay. <br /> 22 <br /> 2.5 <br /> 23 CL Sandy Lean Clay(CL);yellowish brown(10yr5/4);moist;medium plasticity; <br /> ,. 70-75%clay,25-30%sand. <br /> 2.5 SB-34-24 <br /> 10:50 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 />