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I � um Project No- 06-6102-00-4926-301 Page 2 of 2 <br /> r, An&1%b CmPwy <br /> PROJECT: TRACY BYRO N ROAD Log Boring of No. S <br /> Tracy, California <br /> BORING LOCATION: N 2096489.8970,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 8:35 10/22/03 11:00 <br /> TOTAL DEPTH(ft.): MEASURING POINT: <br /> DRILLER: Bob Deason 28' Ground Surface <br /> : <br /> DRILLING METHOD: Direct Push Continuous DEPTH TO WATER(ft.) 14'TIME: <br /> DRILLING EQIUPMENT: Marl M5 T Rhino Rig GEOLOGIST:Will Slowik <br /> SAMPLING METHOD: Macrocore,Stainless Bailer REVIEWED BY: <br /> SAMPLES <br /> DESCRIPTION <br /> j .4-Q � a a Q NAME(USCS):color,moist, %by wt.,plast.and density. <br /> 0 o o E-a W <br /> Surface Elevation: NA <br /> ML Sandy Silt(ML);yellowish brown(10yr5/4);saturated;70-75%silt,25-30% <br /> 21 sand. <br /> 22324 22- <br /> 23- <br /> 24. <br /> 25 <br /> SM Silty Sand(SM);brown(10yr5/3);saturated;loose;65-70%fine to very fine <br /> sand,30-35%silt;no odor. <br /> 26 <br /> 0.0 <br /> 27 ��° CL Lean Clay with Sand CL yellowish brown 10 r5/4; ,medium <br /> y ( )�y ( y ) saturated' <br /> ,,' plasticity;80-85%clay,15-20%fine sand. <br /> 28-d' <br /> Boring terminated @ 28'bgs. <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 />