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SOIL BORING LAG Boring No. MW-8B Sheet 3 of 5 <br /> Client Area Station 2168 Date 8121D0 <br /> Address 441 W Charter Way Drilling Company Woodward Drilling Company rig a BW-81 <br /> Stockton,CA T Driller Van Leonard <br /> 10ect No DODO-329-1 Method Hollow Stem Auger hole diem 0'-60 Ns 16",60'-90'b s 8" <br /> Logged By Steve Fischenich <br /> Sample 81ow Sample well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Typo No Count Time Recon L Scale COLUMN and Conddions PPM) <br /> a ML SANDY SILT,dark gray X20%fine grained sand,hard moist <br /> a z <br /> 4 3 <br /> 4 4 <br /> 4 5 <br /> 4 6 <br /> 4 7 <br /> 4 S <br /> 4 9 <br /> 5 o ML SANDY SILT,gray,sand is fine grainedmoist — ------ <br /> 5 4 <br /> 5 2 <br /> 5 3 <br /> 5 4 <br /> 50for 6 1000 -50% 5 5 ML SILT,gray X10%finegr-ainedsand_lowplastl city,hard, moist ------ 352 <br /> 5 6 <br /> 5 7 <br /> 5 8 <br /> 5 9 <br /> 40 P 5 o SP SAND,gray,fine to medium grained <5%fines,very dense,wet 223- <br /> Field <br /> 23Field Location of Boring Comments Drilling terminated on August 2 to allow concrete to cure after <br /> conductor casing installed Drilling resumed on August 8 <br />