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SOIL BORING LOG Boring No MW-15,16,17 Well Cluster Sheet 2 of 6 <br /> Client Former A ache Plastics Facility Date March 29 and 30,2004 <br /> Address 2050 East Fremont Street Driller Woodward Drilling Co rig type BK 81 <br /> Stockton CA Drilling Foreman Van Leonard y ^ <br /> Project No 2005-2050-1 Method hollow stem auger hole diam 8" <br /> Logged By Scott Sittm er <br /> Sam le Blow Sam le Well Depth LITHO Descriptlons of Materials PID <br /> Type No Count Time Recov Construct Scala COLUMN and Conditions (PPM) <br /> 12 _ ML SILT,dark yellowish brown trace clay trace white caliche 20'-20 8, <br /> --_-__ 18-- 15 04 95 2 1 drystiff <br /> 24 <br /> 2 2 <br /> ------ -- ------ ----------------- -------- 2 3— ---------------------------------------------------------------------------------------- -------- <br /> 2 4 <br /> ------ ----- <br /> ------------------i-4--------- <br /> 2 5 <br /> -- - --------------------------------------------------- <br /> 14 1509 100 2 6 ML SILT,dark yellowish brown trace clay 25_25 9' dry stiff <br /> 19 — - -- ------------------------- ------ <br /> ----- -- ------------------------------------ 2 7— ------------------------------------------------------------------------------------------ -------- <br /> 2 8 <br /> - ----- ------- ---------------------------- — -------------------------------------------------------------------------------------- -------- <br /> 2 9 <br /> -- --- -------------------------------------- — ------------------------ ----- -------------------------------------------------------- -- -- <br /> 3 0 <br /> ------------ ------ — - - - - - - - - - <br /> 19 _ <br /> 50 15 13 60 3 1 ML <br /> ---------------- (4) --- — ---SILT-----dark------yellowish------------brown,dry stiff-------------------------------------------------------------------- --------- <br /> 3 2 <br /> 3 3 <br /> -`r <br /> ---- -- ---- ---------------------------- 3 4— --------------------------------------------------------`------------------------------------------ <br /> 3 5 <br /> ------ --- --------------------------------- <br /> 25 <br /> 5_ (a 15 40 60 3 6 SP SAND fine grained,1-3%fines dry medium dense <br /> ---------------------------------------- --------- 3 7— ---------------------------------- ------------------------------------------------------ ------- <br /> 3 8 <br /> ----- -- ---- --------------------------- 3 9— ----------------------------------------------------------------------------------------------- ---- -- <br /> a0 ML <br /> Comments <br /> J <br />