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SOIL BORING LOG Boring No. B-4 Sheet 2 of 3 <br /> Client USA Station No.3502 Date 10/18/2006 <br /> Address 35 N.Cherokee Lane Driller Mitchell Drilling Environmental rig type'CME 75 <br /> Lodi,CA Drilling Foreman Ed Mitchell Jr. <br /> Project No. 2007-3502-01 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. t. Scale COLUMN and Conditions PPM <br /> S B-4-20 50(6) 9:43 65 <br /> 2 1 ML SI-LT-20.2- -'-20.5- '-,-light olive brown,-trace-clay- ,-dry,verystiff ---------------------------- <br /> ------------------------------------------------- — <br /> -------- ---- - --- ---------------- <br /> 2 2 <br /> ------- -------- ------------ ---------- <br /> -------- <br /> ------------------------------------------------- <br /> 2 3 <br /> — ----------------------------------------------------------------------------------------------------- <br /> 2 4 -------- <br /> -------- ----------------------------------------- — <br /> ----------------------------------------------------------------------------------------------------- <br /> 18 2 5 <br /> --------------------------------------------------------------------------------------------------------------- <br /> ------------------------- 9--- --------- — 0 <br /> 29 _ SP SAND,fine grained,no fines,dry,loose <br /> S B-4-25 38 2 6 <br /> -------- --------------------------9:53---------100----- <br /> — ----------------------------------------------------------------------------------------------------- <br /> --------- <br /> 2 7 ------------------------------------------------------------------------------------------------------------------------- <br /> 2 8 -------- <br /> -------- ---------------------------------------- — <br /> ----------------------------------------------------------------------------------------------------- <br /> 2 9 <br /> ------------------------------------------------- — <br /> 10 3 0 ------------------------------------------------------------------------------------------------------------- <br /> 15 _ ML CLAYEY SILT,grayish brown,dry,medium stiff <br /> � <br /> ----S----.B-4--30 <br /> --- B-4-30- -----23------10:02 --1-0-0 3 1 ------------------------------------------------------------------------------------------------------------- <br /> - -------- --- -------- ----- — <br /> 3 2 <br /> 3 3 <br /> -------- ---------------------------------------- — <br /> 3 4 --------------- <br /> ------- ------------------------------------------ — <br /> ---------------------------------------------------------------------------------------------- <br /> 10 3 5 <br /> ------------------------------------------------------------------------------------------------------------- <br /> -------- -------------------------------- — <br /> 16 _ SP SAND,93%fine grained sand,4%medium grained sand,3%coarse <br /> S B-4-35 21 10:12 100 3 6 grained sand,dry,loose to medium dense 0 <br /> -------------------------------------------------- <br /> -------- ---------------------------------------- <br /> - ------------ -- ------------------------ - <br /> 3 7 <br /> ----------------------------- ------------------- — <br /> 3 8 - <br /> ------------------------------------------------------------------------------------------------------- <br /> 3 9 -------------------------------------------------------------------- <br /> -------- ------------------------------------------ — <br /> ---------------------------------------- <br /> p 1 4 0 <br /> Comments: <br />