Laserfiche WebLink
WGIR, BORING LOG <br /> • Saanitkawe*lt, Inc Drill Rig: Direct Push Date Drilled: 5/15/08 Logged By: <br /> Boring Diameter: 2 Inches Boring Number: B-12 M. Herbert <br /> a Sample ID Depth <br /> m Blow Count Completion Feet Lithology Description <br /> Sandy Clay(CL),medium to dark brown,moist,stiff,fine <br /> rained sand,trace gravel <br /> Silry L),Clay(Cdark gray to black,moist,stiff,low to medium <br /> plasticity,trace wood and other organic material <br /> B-12-5 Gradational decrease in silt content and increase in <br /> consistency to very stiff b 8',with black organic inclusions to <br /> cY ry Y 9 <br /> 1/8"and caliche stringers,light gray and reddish-brown <br /> mottling <br /> 10a <br /> Clayey <br /> micaceouls(ML),medium brown,moist to wet,stlff, <br /> a -i •,q > -q <br /> Clayey Sand(SC),medium brown,wet,medium dense,fine <br /> rainedpoorly radled <br /> Clayey Silt(ML),medium brown,very moist,stiff,micaceous, <br /> a <br /> •�-�:.-:-. I low plasticity <br /> a., 15 <br /> i' <br /> • <br /> 20 <br /> 25 <br /> Completion Notes: Site: <br /> Drilled bgs. The Learner Company <br /> Droppedd temporary PVC casing screened at bottom to facilitate <br /> collection of groundwater grab sample. 2711 Navy Drive <br /> Groundwater rose to approximately 8.5'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 T Page 1 <br />