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BLAEf FIELD LOG OF Project No 002-70950-06 Boring No <br /> Environmental Client U-Haul International MW-14C <br /> Management Inc EXPLORATORY SOIL Location U-Maul#709-50 Stockton, CA Sheet 3 <br /> 1433N 3rd Avenue BORING Logged By B Barton of 3 <br /> Phoenix,AZ 86003 Permit No NA -- <br /> Field location of boring Drilling co Gregg Drilling co _ <br /> Drill Rig Model Mobile B-61 <br /> See Site Plan Drilling Method HIS Auger <br /> Hole Diameter 85 <br /> Drillers Name Joe <br /> Soil Boring Completion Set Well and concrete surface completion_ <br /> Ground Elev NA with a traffic rated well vault <br /> Y d -a Depth to S7 --46 feet Depth to Z <br /> o g y �, E 0 Date 3/788/2006 Date NA <br /> CIA C <br /> d E ' E o a 4 Y Time 8 10 Time <br /> 0 <br /> H 3 Q v to c <br /> 4 cc <br /> N DESCRIPTION <br /> 63 <br /> 824 NA NA NA NA fig <br /> 65 CL Silty Clay, very wet, brawn, no odor, med to high plasticity <br /> X <br /> 66 <br /> 67 <br /> 68 <br /> 69 <br /> 41ifNA NA NA NA 70 CL Same as above <br /> X <br /> 71 <br /> 72 <br /> 73 <br /> 74— <br /> 8 40 NA NA NA NA CL Same as above <br /> 75 X <br /> 76 <br /> 77 <br /> 7$ <br /> 79 -- <br /> 850 NA NA NA NA 80 CL more resistant layer at–80' bgs <br /> X <br /> 81 Silty Clay, tighter clay, no odor, med to high plasticity, brown, <br /> 82 very wet <br /> 83 <br /> 900 NA NA NA NA CL Same as above <br /> $4 X <br /> 85 <br /> 86 Boring terminated at approximately 85 5' bgs and set well <br /> 87 <br /> 88 <br /> 89 <br /> 90 <br /> Prepared By Brad Barton Date 317&812006 Reviewed By Date <br />