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SOIL BORING LOG Boring No. B-` /MW_� <br /> Sheet 3 of 3 <br /> Client Arco Date 615100 <br /> Address 130 Wilson way Driller Woodward <br /> ri <br /> Stockton,CA briifing Foreman Van Leonard BK-81 <br /> Project No. DD00-336-1 Method Ftoliow Stem Au er continuous core <br /> Logged B : Doug Guenther hole diam.: 10" <br /> Sam le Blow Sani ie well Depth Lf <br /> ConstniC THO " <br /> - Descriptions Of Materials <br /> Count Time Reck ti:' - - " .. <br /> and�Condttlons <br /> PID <br /> Stale�:;.�, COLUMN ,. <br /> 12 - ::. (PPM <br /> 8 131-41 30 1035 100 a 1 ML SILT,olive brown,medium stiff,low plasticity,wet <br /> --- - <br /> 15 — -------------------- ---•-------------------- <br /> -- - <br /> 20 _ <br /> 25 — ----------------------- -- <br /> 0 for 5" D 3 M 4 L SANDY SILT,olive brown,wet,soft <br /> _ <br /> 50 for ............................ <br /> - -- - <br /> B1-45 1115 75 a 5 SM SIf TY SAND,fines rained_well sorted,loose,wet <br /> - <br /> - 0 <br /> _ <br /> 50 for 5" 4 6 <br /> _ ........................................,-------- <br /> 50 for 5„ — -^ - -----— -- <br /> GM SILTY SAND with GRAVEL,15%gravel,well graded,very dense <br /> a6 0 <br /> —.-------- --._—__ ---- 4 9 <br /> S 81-49 5D for 5" 1120 —25 <br /> _ ML SILT,hard,inw plasticity,dry------------ <br /> ---•---------"--"---"^"--"—"------ <br /> ---------------------------------------- -- 5 0 <br /> _____ 5 1 <br /> ------------- <br /> - — _ <br /> -���--------------------- 5 2 <br /> 15 ----- <br /> S 61-53 20 1135 100 5 3 ML SILT,olive brown,low lastici_Sli htl gritty,wet,soft <br /> 20 — -------` -------------p - �• g- y 9 <br /> _ - -- - - <br /> -•--------------- ________ 5 5 ML SILT,olive brown,low plasticity,wet,soft <br /> - -------- <br /> 7F <br /> 81.57 22 9155 100 5 7 ML SILT,olive brown,trace fine sand,low plasticity,soft,wet <br /> ---------25----- - <br /> - -- - - - - -- - —0 <br /> ---—•_ 50 for 5" 50 5 B ML SANDY SILT 57'-56',olive brown <br /> _ —.------------------- <br /> ------------------------- •------ ---_ -- S 9 ML CLAYEY SILT,hard <br /> -------•------------------------- --------------- --------- <br /> B1-61 50 for 5" 1205 25 6 0 ML SANDY SILT,olive brown <br /> Field Location of Boring: <br /> Comments: <br /> 1 <br /> i <br /> i <br /> { <br />