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vGlR, BORING LOG <br /> • Drill Rig: Direct Push Date Drilled: 5/14/08 Logged By: <br /> 5mut�ew�st, ]Ixac. <br /> Boring Diameter: 2 Inches Boring Number: B-6 M. Herbert <br /> n Sample ID Depth Description <br /> E Blow Count Completion Feet Lithology P <br /> m <br /> Silty Clay(CL),dark brown to black,moist,soft to 1.6'then <br /> medium stiff to stiff,with sand and gravel<15%,debris in top <br /> B-6-1 <br /> 2',low plasticity <br /> 'l <br /> 4 • / <br /> B-6-5 7' 6 i;�� Silly Clay(CL),medium brown,moist,stiff,gray mottling to T <br /> • • %, then grades to homogeneous medium gray <br /> f <br /> .�;4_a::.•�. Clayey Slit(ML),medium gray,wet,stiff,low plasticity, <br /> micaceous, <br /> II <br /> . . • •'., ,.i/ Silry Clay(CL),medium to dark gray,moist,very stiff <br /> 15 <br /> y+ <br /> 20 <br /> 25 <br /> Completion Notes: Site: <br /> Drilled to 16'bgs. The Learner Company <br /> Dropped temporary PVC casing screened at bottom to facilitate 2711 Navy Drive <br /> collection of groundwater grab sample. <br /> Groundwater rose to approximately 8'bgs in cased boring. Stockton, CA <br /> After sampling, backfilled boring with concrete grout to surface <br /> while pulling casing. <br /> Project No.: 704.PRI.05 Page 1 <br /> • <br />