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" r� � � Project No 002-7Q950-01 Boring No <br /> BL/•�E FIELD LOG OF Client U-Haul International__ DP-6 <br /> Location 2701 N Wilson Way <br /> EXPLORATORY BORING y Sheet t <br /> Logged By B McDaniel on January 14, 2000 of 4 <br /> 4Feld location of boring Drilling Co Gregg Drilling <br /> Drill ng model 87 Ton-CPT Rig <br /> See Figure 4 Drilling Method Cone penetrometer <br /> Hole Diameter 1 114-inch <br /> Boring completion data Backfilled with cement <br /> Ground Elev under pressure Pressure grouted from total depth to surface _ <br /> Depth to V Depth to V <br /> as Z <br /> E. I Time Time <br /> N <br /> E 22 9to } E p Q p Y L Date Dale <br /> DESCRIPTION <br /> +— co r� <br /> 1 Concrete surface Hand auger first 5 ft No obstruction <br /> 2 CL @ 2 to 5 ft Clay (CL), Dark Brown, metium to highly <br /> 3 plastic, damp, no odor <br /> 4 <br /> 5 <br /> 6 <br /> I 7 <br /> 8 <br /> 9 <br /> 10 CL <br />;JE3:5 12" DP-6-10 11 @ 10 ft Sandy Clay (CL), Reddish Brown, 60% medium to <br /> low plastic fines, 40% fine to medium sand, damp, trace <br /> 12 organics, no odor <br /> 13 <br /> 14 <br />' 15 <br /> 16 <br /> - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - <br /> 17 <br />' 18 <br /> 19 <br /> 20 SP @ 20 ft Sand (SP), Brown, 100% fine sand, some silt, <br />' <br /> 9 45 12" DP-6-20 21 damp, no odor <br /> 22 <br /> 23 <br /> 24 <br /> 25 <br /> 26 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 27 <br />' 28 <br /> 29 <br /> 30 CL @ 30 ft Sandy Clay (CL), light Brown with gray, 201/b <br /> O <br /> 55 <br /> L. <br /> DP-6-30 31 fine sand, 80% medium plastic fines, damp, no odor Li I - - - <br /> Reviewed By. &i Date ?��Bz� <br />' � February OS 2000 <br /> 1 XbnanV09.50 DP 61V09501 sDP-61 <br />