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0 0 <br /> SOIL BORING LOG Boring No. B-3 Sheet 1 of 3 <br /> Client USA Station No.3756 Date 10/19/2006 <br /> Address 13975 Highway 88 Driller Mitchell Drilling Environmental rig type:CME 75 <br /> Lockeford,CA Drilling Foreman Ed Mitchell Jr. <br /> Project No. 2007-3756-01 Method hollow stem auger hole diam: 8" <br /> Logged By: Scott Bittin er <br /> Sam le Blow Sample Well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Type No. Count Time Recov. L Scale COLUMN and Conditions PPM <br /> asphalt surface <br /> — 1 <br /> --------- <br /> — ------------------------------------------------------------------------------------------------------------- <br /> -------------------------------------------- <br /> - <br /> -------- -- 2 <br /> -------------------------------- — -------------------- <br /> _ SM SILTY SAND,dry <br /> -------- ---------------------------------------- 3 <br /> — ------------------------------------------------------------------------------------------------------------- <br /> — <br /> -------- ---------------------------------------- —4 ------------------------------------------------------------------------------------------------------------- <br /> 5 --------- <br /> ------------------------------------------------- — <br /> 6 ------------------------------------------------------------------------------------------------------------- <br /> --------- <br /> -------- <br /> -------- ----------------------------------------- — <br /> 7 ------------------------------------------------------------------------------------------------------------- <br /> 6 --------------------------------------------- --------- <br /> ----------------------------------------------------------- <br /> -------- 9---------------------------------------- — ------------------------------------------------- <br /> 8 _ <br /> 12 1 0 SP SAND_fine grained,2.7%o fines dry.loose ----------------------------------------------- <br /> ------------------- <br /> -------- <br /> ------- ---------------------------------------- — <br /> S B3-10 13 11.21 90% _ U <br /> 1 1 <br /> -------- ---------------------------------------- <br /> — ------------------------------------------------------------------------------------------------------------- <br /> 1 2 <br /> ------------------------ 1 3------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> 1 4 <br /> -------------------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> 13 _ ML SAND with SILT 14'-14.5',olive brown with iron oxide stains,5-7% <br /> S___-B-3-1-4 <br /> B3-14- ------- .......18 11---:30-- 50 1 5 very fine grained sand,dry,stiff <br /> ------ ----- --- -- -- — ----- ----------------------------------------------------------------------- <br /> 26 _ SANDY SILT 14.5'-14.7',olive brown with iron oxide stains,15-20% <br /> 1 6 very fine grained sand,dry,stiff <br /> -------- ---------------------------------------- — ------------------------------------------------------------------------------------------------------------- <br /> 1 7 <br /> -------- ---------------------------------------- t 8— ------------------------------------------------------------------------------------------------------------- <br /> -------- ---------------------------------------- 1 9— ------------------------------------------------------------------------------------------------------------- <br /> 12 <br /> 16 1 1 1 2 01 SP 0 <br /> Comments: <br />