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BL AU FIELD LOG OF Project No_ -Q2-70950-Q1 Boring No <br />' <br /> Client U-Haul International –— DP-3 <br /> EXPLORATORY BORING Locational N Wilson WaySheet 3 <br /> Logged By D n l n l 2000 1 <br /> Of 4 <br /> geld Iocalion of boring Drilling Co GreggDrilling <br /> Drill ng model 87 Ton-CPT RI <br /> See Figure 4 Drilling Method Cone Penetrometer <br /> Hole Diameter 1 114-inch <br /> Bonng completion data Backfilled with cement grout <br /> Ground Elev under pressure Pressure grouted from total depth to surface <br /> I ro Depth to V Depth to r <br /> CL <br /> cv 2 _ Time Time <br /> ti } O D tac L Date Date <br /> s Ix cn o a °' 8 <br /> m f' C9 DESCRIPTION <br /> 61 <br /> 62 <br /> 63 CL <br /> 64 <br /> 65 <br /> 66 - <br /> I 67 <br /> 68 <br /> 69 <br /> 815 3" DP-3-70 70 <br /> 74 SP @ 70 ft bgs Sand (SP), Brown, 100% fine sand, some <br /> 72 sifts, sample wet, Poor recovery Sample sloppy with <br /> I73 exception to the bottom 3 inches <br /> 74 <br /> I 75 <br /> 76 - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 77 <br /> 78 <br /> 79 <br /> 840 1' DP-3-80 80 ML @80 ft bgs Sandy Silt(ML), Reddish Brown, 70% <br /> 81 low plastic fines, 30% fine sand, damp, No Odor <br /> 82 <br /> 83 <br /> 84 <br /> 85 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> .186 <br /> 87 <br /> I 88 <br /> 89 <br /> 00 1' DP-3-90 90 <br /> @ 90 ft bgs Silty Sand (SM), ReddishBrown, 40% low <br /> 91 SM plastic fines, 60% very fine sand, saturated, No odor <br /> I Reviewed BY �'t2- Date ��u�� <br /> February 08 2000 <br /> I lbnan1709 50 DP 3 31709501gsDP 3 3 <br />