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WGIR, BORING LOG <br /> • Drill Rig: Direct Push Date Drilled: 5/16/08 Logged By: <br /> SawlflixaWveatq ]Inc. <br /> Boring Diameter: 2 Inches Boring Number: B-16 C. Strong <br /> o Sample ID Depth <br /> BBlow Count Completion Feet Lithology Description <br /> M <br /> rn <br /> Fill and Debris,gravel,sand,clay,etc. <br /> .;.•;" <br /> B-164 <br /> a Silty Clay(CL),dark brown,dry to moist,stiff,medium <br /> B-16-5 a .�., 5 p Iagcity,trace organics,no odor <br /> 'a Silty Clay(CL),brown,dry to moist,stiff to very stiff,medium <br /> i, <br /> • . %�`f plasticity,trace organics,no odor <br /> O a a a 10 <br /> Clayey Silt(ML),brown,moist,stiff,with fine grained sand, <br /> �'.. <br /> low plasticity,no odor <br /> �'�?-�:��•; ;. � Sandy Silt(ML),yellowish-brown,wet,stiff,low plasticity,no <br /> :•:'a"�`i r' 15 odor <br /> '' '' •' Sand(SW),yellowish-brown,wet,medium dense,coarse <br /> • ralned well raded <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 <br /> collection of groundwater grab sample. 2711 Navy Drive <br /> Groundwater rose to approximately 8'-9'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 />