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FIELD LOG OF Project No 002-70950-06 Boring No <br /> Environmental EXPLORATORY SOIL Client— U-Haul International DP-8 <br /> Management Inc Location U-Haul#709-50 Stockton, CA Sheet 1 <br /> 433 N 3rd Avenue BORING Logged By S Woodhull of 1 <br /> phoenix,AZ 85003 Permit No NA <br /> Field location of boring Drilling Co GreggDrilling Co <br /> Drill Rog Mode] CPT-25 ton <br /> See Site Plan Drilling Method Cone Penetrometer -Direct Push <br /> Hole Diameter 1 75" <br /> Drillers Name John Hancock <br /> Soil Boring Completion Grout boring _ <br /> Ground Elev NA <br /> v „ Depth to --47 feet Depth to = <br /> 42 0 0 N a a a Date 3/7/2006 Date NA <br /> 1. !1 dl C* V <br /> o d E O V E o o o Time Time <br /> CLa <br /> m y` °� — <br /> o a Y rt CA o 0 <br /> DESCRIPTION <br /> 0 0-6" Concrete surface <br /> 10 <br /> 1211 NA 07 12 DP8-20 20 X SM Clayey Silt, med brown, slightly damp, no odor, <br /> med to low plasticity,fine gravel <br /> 30 <br /> 6 51 NA 81 12 DP8-40 40 X SM/ML Silt, fine, grayish-brown, slightly damp, stiff, slight HC odor, <br /> CL Silty Clay,fine,grayish-brown, slightly damp, very stiff, <br /> 50 slight HC odor, high plasticity <br /> 1407 NA 347 12 DPS-60 60 X CL Silty Clay, low to med plasticity, greenish-brown, damp, <br /> HC odor <br /> 70 <br /> 1427 NA 21 7 12 DP8-80 80 X MU Clayey Silt/Silty Clay, med brown, slight HC odor,damp, <br /> CL very little fine sand, not stiff, pushed sample out wl <br /> 90 screwdriver <br /> 1501 NA 125 12 0138-100 100 X MU Clayey Silt/Silty Clay, med brown, no odor,wet, <br /> CL some fine sand/gravel, med plasticity <br /> 110 <br /> 120 <br /> 1534 NA 08 12 DP8-125 X CL Silty Clay, med brown, no odor, staturated, med plasticity <br /> 130 <br /> 140 <br /> H 08 NA 18 12 DP8-150 150 X ML Clayey Silt,med brown, no odor, saturated, med plasticity <br /> Boring terminated at 150'bgs and grouted <br /> Prepared By Steve Woodhull Date 3/7/2006 Reviewed By Date <br />