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�"wff <br /> QI ° uen Project No: 06-6102-00-4926-301 Page 2 of 2 <br /> An Efl#*yw-owned CaWwy <br /> PROJECT: TRACY BYRON ROAD Log f Boring N B- <br /> Trac , CaliforniaOO S 9 <br /> y <br /> BORING LOCATION: N 2096449.6250,E 6279824.4840 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 /> 10/22/03 11:15 10/22/03 12:10 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER: Bob Deason 24' Ground Surface <br /> DRILLING METHOD: Direct Push Continuous <br /> DEPTH TO WATER(ft.): 17' <br /> TIME: <br /> DRILLING EQIUPMENT: Marl M5 T Rhino Rig GEOLOGIST: Will Slowik <br /> SAMPLING METHOD: Macrocore,Stainless Bailer _ REVIEWED BY: <br /> SAMPLES <br /> U DESCRIPTION <br /> j E 3 o a a 0 C Q NAME(USCS):color,moist, %by wt.,plast.and density. <br /> O Q mei CU o ,a-) <br /> U <br /> Surface Elevation: NA <br /> 0.0 CL Lean Clay with Sand(CL);yellowish brown(10yr5/4);moist;medium plasticity; <br /> 80-85%clay,15-20%fine sand;stiff;very pale brown(10yr8/3)mottling @ 20' <br /> 21 '` bgs. <br /> SC Clayey Sand(SC);dark-yellowish brown(10yr5/4);moist;80-85%sand, <br /> 22 15-20%clay. <br /> 23 <br /> CL Lean Clay with Sand(CL);yellowish brown(10yr5/4);moist;medium plasticity; <br /> 0.0 SB-9-24 N 80-85%clay,15-20%fine sand. <br /> 12:07 24 <br /> E. - - - <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 />