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rBLAEf FIELD LOG OF Project No 002-70950-06 Boring No <br /> • <br /> Client U-Haul <br /> Environmental EXPLORATORY SOIL MW-'14C Management, fnc Location U-Haul#709-50 Stockton,CA Sheet 1 <br /> 1433N 3rd Avenue BORING Logged By B Barton — <br /> Phoenix,Az 85003 Permit No NA of 3 <br /> Field location of boring Drilling Co Greqq 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 traffic rated well vault <br /> Y , o Depth to S -46 feet Depth to <br /> Date 317&$12006 Date NA <br /> CU <br /> y C <br /> o a i 'o o o a a Y z Time -810 Time <br /> U <br /> a¢ y c �a — y ai — o a <br /> o d = �" s a g <br /> N DESCRIPTION <br /> 1530 0-6" Concrete Surface <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 15 40 NA NA NA NA ML Clayey Silt, brown, slightly damp, low to med plasticity, <br /> 5 X <br /> 6 no odor <br /> 7 <br /> 8 — <br /> 9 <br /> 5 45 NA NA NA NA ML Same as above <br /> 10 X <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 52 10/22/27 0 0 18 w14CQ15'16 SCI Clayey Sily Sand, brown, slightly damp, low plasticity, no odor <br /> 16 <br /> X ML Fine sand, tested with HCL no effect <br /> 17 <br /> 18 <br /> i <br /> 19 <br /> 1600 NA NA NA NA 20 ML Same as above <br /> X <br /> 21 <br /> 22 <br /> 23 <br /> 24 <br /> 1610 NA NA NA NA 25 ML Same as above <br /> X <br /> 26 <br /> 27 <br /> 28 <br /> 29-- <br /> 615 <br /> 9615 NA NA NA NA 30CL Silty clay, low to med plasticity, no odor, brown,damp <br /> X <br /> 31 <br /> Prepared By Brad Barton Date 3R&612006 Reviewed By Date <br />