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SOIL BORING LOG Boring No MW-5 Sheet 2 of 4 <br /> Client Arco Station 2186 Date 8113/01 <br /> Address 3212 North California Street Drilling Company Woodward Drilling Company rig type BK-81 _ <br /> Stockton CA Driller Frank Ramirez <br /> Pro No 2000-330 Method Hollow Stem Auger hole diam 8" <br /> Logged By Scott Bittinger <br /> Sam le Blow Sample Well Depth Descriptions of Materials PID <br /> Construe LITHO <br /> Type No Count Time Recov t Scale COLUMN and Conditions PPM <br /> 9 — M SILTY SAND 20'-20 4',yellow brown, 15%fines sand is fine grained 0 <br /> ___ _ 9---- -15 30 100 z P drZ+ loose ---- <br /> ------- - — ----------------------------------------------------------------------------- -------- <br /> 1$ — SAND 20 4'-21 5',yellow brown,<5%fines dry loose <br /> ------------------ ------------- ------------------ 2 2 ------------------------------------------------------------------------------------------------- -------- <br /> 2 3 <br /> ---------------------------------- --------- --------- 2 4 ------------------------------------------------------------------------------------------------- ------- <br /> 2 5 <br /> 8 _ <br /> 8 1535 30 z 6 SM SILTY SAND,yellow brown 20%fines,dry+_loose -- - 0 <br /> 11 _ <br /> 2 7 <br /> / <br /> ---------------------------------- --------- --------- 2 8 <br /> ----------------------------------- -------------------- 2 9 <br /> — -------------------------------------------------------------------------------------------------- -------- <br /> 3 0 <br /> 11 _ <br /> S MW5-31 12 1540 100 3 1 SP SAND fine to medium rained medium dense,d 2 <br /> _ 22 — <br /> - ------ ---------- <br /> --------------------------------------------- / --------------------------`------ <br /> 3 3 <br /> 3 4 <br /> 3 5 <br /> S MW5-36 ----9 15 47 100 3 6 CL SILTY CLAY,red brown,black man.9anese stains,medium stiff,dry 3 <br /> -- -- ------- - ------ --- -- --- -- — ------ ------ --- -- -- -- --- ----- ---------- -- -------- - - --'- -- <br /> 11 _ <br /> 3 7 <br /> / <br /> 3 8 / <br /> 3 9 <br /> - - ----------- --------------------------------- — r --- ---------------------------------------------------------------------------------------------- -------- <br /> 4 0 <br /> Comments <br />