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SOIL BORING LOG Boring No B-34 Sheet 2 of 7 <br /> Client Arco#6100 Date 8131101 <br /> A ss 25775 Patterson Pass Road Drilling Company Western Strata Exploration nq type Mobile DO B-61 <br /> -Tracy,CA Driller Gordon Jensen <br /> Project No 0000-340-01 Method Mud Rotary hole dram 5 5" <br /> Logged By Scott Bittin er <br /> Sample Blow Is le Well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> T e I No Count Time Recov t Scale COLUMN and Conditions PPM <br /> 2 1 ------------------------------------- -------- <br /> 2 2 CL GRAVELLY CLAY with SAND 30%fine gravel 10%sand,60%light--- -------- <br /> ---------------------------------------------- '----------- ----------'------------"--- ------ <br /> _ brown clay,moist <br /> S B34-23 1.035 z 3 <br /> _ CL SILTY CLAY,light brawn,dry hard <br /> z a <br /> 2 5 ------------'--"--------------------------------------------------------------- <br /> 2 s ------------------------------------------------------------------------ -------- <br /> 2 7 --------------------------------------------------------- <br /> 2 8 187 <br /> 2 9 --------—--------------------------------------------------------------- <br /> 3 0 -------------------------------------------------------------- -------- <br /> 3 1 416 <br /> _ L CLAYEY SILT,light brown,dry,hard <br /> -0-----------------------—------—------------- s 2 ellow stamen 31-32' <br /> S B34-331054 3 3 <br /> ---------- ----------------'-- -- -- - "----- ' - - - <br /> ---------------------------------------'------------ — ---------------------------- <br /> 3 4 <br /> 3 5 <br /> --------------------- -- <br /> -- .---------- ----'-------------------------- ------ <br /> _ SANDY SILT with CLAY,light brown,moist stiff <br /> ____ 3 6 <br /> _ M SILTY SAND,55%fine grained sand 45%fines moist <br /> 3 7 <br /> a e ML SANDY SILT with CLAY,h�ht brawn with white caliche dr�r hard - 562 <br /> ----------------------------------- ------------------ -- --- ------------------ --------------------'- - - - ................ <br /> 9 <br /> a a <br /> Comments <br />