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IProject No 002-70950-01 Boring No <br /> BLAEI FIELD LOG OF Client U-Haul International DP4 <br /> I EXPLORATORY BORING Location 2701 N. wdson way Sheet 3 <br /> Logged By_B.McDanl rLgn__,l _nuary 13. 2000 <br /> of 4 <br /> Id location of boring Drilling Co Gregg Drilling <br /> Dnll ng model 87 Ton-CPT Rig <br /> See Figure 4 Drilling Method Cane penetrometer <br /> Hole Diameter 1 114-inch _ <br /> IBoring completion data Backfilled with cement <br /> Ground Elev under pressure Pressure grouted from total depth to surface <br /> a Depth to V Depth to V <br /> cc m E N Time Time <br /> $ E[7 a t Date Date <br /> Q. <br /> m E (D DESCRIPTION <br /> F- <br /> 62 <br /> 63 <br /> 64 <br /> I 65 <br /> 66 <br /> 67 <br /> I 68 <br /> 69 <br /> 70 @ 70 ft Silty Clay (CL), Gray to Reddish Brown, <br /> 1300 12" DP-4-70 71 CL medium plastic, very hard, damp, slight hydrocarbon-like <br /> 72 odor <br /> 73 <br /> 74 <br /> 75 <br /> 76 <br /> 77 <br /> 78 <br /> 79 <br /> 1310 12" DP-4-80 $0 <br /> 81 CL @ 80 ft Sandy Clay (CL), Grayish Brown, 80% <br /> 82 medium plastic fines, 20% fine sand, damp <br /> 83 <br /> 84 <br /> 85 <br /> 86 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> I 87 <br /> 88 <br /> 89 <br /> 90 @ 90 ft Silty Sand (SM), Brown, 20% low plastic fines, <br /> 3 40 12" DP-4-90 91 SM 80% very fine sand, saturated, no odor <br /> 92 CL @91 ft Sandy Clay (CL), Brown, 30% fine sand, 70% <br /> medium plastic fines, eery hard, damp <br /> Reviewed By � Date �/Z-i�e� <br /> February 08 2000 <br /> I Xbnan1709-50 pp.d 3170950IgsL7P4 3 <br />