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SOIL BORING LOG Boring No. B-3 Sheet 3 of 3 <br /> Client USA 3502 Date 10/13/2006 <br /> Address 35 N Cherokee Ln Drilling Company Mitchell Drilling rig type: CME 75 <br /> Lodi,CA Drilling Foreman Ed Mitchell Jr. <br /> Project No. 2007-3502-01 Method HSA hole diam.: 8" <br /> Logged By Justin Crose <br /> Sample Blow Sample Well Depth Descriptions of Materials PID <br /> Construct LITHO <br /> Type No. count Time Recov. Scale COLUMN and Conditions (PPM) <br /> S B-3-41 26 9:49 70 P SAND,95%fine sand,5%fines, moist 0 <br /> 32 4 <br /> -------- ------------------------------------------ — ------------------------------------------------------------------------------------------------------------ <br /> a2 <br /> -------- ------------ — <br /> 4 3 <br /> ' <br /> -------- <br /> --------------------------------------------- 4 4— ------------------------------------------------------------------------------------------------------------ <br /> 16 4 5 <br /> S B-3 46 24 9:57 70 _ SM SILTY SAND,brown 7.5YR,60%fine sand,40%silt,moist 0 <br /> 33 4 6 <br /> ------------------------------------------------------------------------------------------------------------- <br /> -------- <br /> ------- <br /> ------------------------------------------ — <br /> 4 7 <br /> 4 8 <br /> -------- ------------------------------------------ --------------------------------------- <br /> 4 9 ' <br /> S B-3-50 30 10:04 35 "''=, 5 0 SP SAND,95-98%fine sand,2-5%fines,moist,hard _ 0-- <br /> --- ------- - -------0-(-6-)----------- -------- <br /> _ <br /> 5 <br /> -------------------------------------------------- — ----------------------------------------------------------------------------------------------------- <br /> ------ <br /> --------------------- ---------------------------- 5 2 ----------------------------------------------------------------------------------------------------------- <br /> - — <br /> 5 3 <br /> --------------------- ----------------------------------------------------------------------------------------------------------- <br /> ------------------------------------------------------ <br /> 5 4 ----------------------------------------------------------------------------------------------------------- <br /> ----------------------------- — <br /> 5 5 ------------------------------------- <br /> ------------------------------------------------- <br /> 5 6 --------------------------------------------------------------------------------------------------- ------- <br /> - — <br /> 5 7 - -------------- <br /> ------------------------------------------------------ — <br /> — <br /> ------------------------- ----------------------------------------------------------------- <br /> 5 8 ----------- <br /> ----------------------------------------------------------- <br /> ------------------------------------------ 5 9-------- — <br /> ----------------------------------------------- <br /> 6 0 <br /> Comments: The boring extended to a total depth of 51 feet bgs. The boring was <br /> backfilled with grout(neat cement). <br />