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\gv�GrlE� BORING �o� <br /> Drill Rig: Ere <br /> t Push Date Drilled: 5/14/08 Logged By: <br /> Solultheovest, ]link. <br /> Boring DiameteInches Boring Number: B-3 M. Herbert <br /> a Sample ID Completion Depth Lithology Description <br /> B Blow Count Feet <br /> m <br /> Clayey Silt(ML),medium brown,slightly moist,stiff,metal <br /> debris in top 1' <br /> Silty Clay(CL),dark brown,slightly moist,stiff,orange,gray <br /> and black mottling,nonhomogeneous,numerous black and <br /> orange Inclusions<2mm,grades to black at about T <br /> 5 <br /> +1 <br /> + <br /> f f/ <br /> Clay(CL),medium brown,moist with wet zone from 10' <br /> ? 10 f' stiff,low plasticity <br /> �4,.�: ; _.#::.,. Clayey Silt(ML),dark gray,moist,stiff,low plasticity, <br /> micaceous <br /> '.'.f'. ..f .:. <br /> Wet zone from 13'-14' <br /> f,f m 15 <br /> Silty Clay(CL),dark gray,moist,stiff to very stiff,low <br /> plasticity <br /> 25 <br /> Completion Notes: Site: <br /> Drilled to 20'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 />