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BLAU FIELD LOG OF Project No—002-70950-01 Boring No <br /> Client U-Haul International DP-4 <br /> EXPLORATORY BORING Location 27QI N Wilsoo Way U <br /> Logged By McDaniel on January 26sheet 2 <br /> of 4 <br /> Id location of bonng Drilling Co GreggDrilling <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 />' 5 Depth to V Depth to V <br /> CL <br /> $' Time <br /> cv E <br /> o E a !�' Y t Date Date <br /> w <br /> i= <br /> m V cE DESCRIPTION <br /> 1 CL <br /> 31 SW Gravelly Sand (SW), as above <br />' 32 <br /> 33 <br /> 34 <br /> 1 35 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 36 <br />' 37 <br /> 38 <br /> 39 <br /> 40 @ 40' Sandy clay (CL), Greenish gray, <br /> 1 35 12" DP-4-40 41 CL 20%fine sand, 80% low plasticity fines, <br /> 42 damp, slight hydrocarbon-like odor <br /> 43 <br /> 44 <br /> I <br /> 45 -- <br /> 46 -- <br /> 47 <br /> 64647 <br /> 48 <br /> 49 ZZ <br /> 50 <br /> 11 50 12" DP-4-50 51 ML @ 50Sandy Silt (ML), Brown, 70% non plastic fines, <br /> 52 30% fine sand, loose, saturated, slight hydrocarbon-like <br /> 53 odor <br /> 54 <br /> 55 <br /> 56 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 57 <br /> I 58 <br /> 59 <br /> 60 @ 60 ft Clay (CL) light grayish brawn, medium plastic, <br /> 35 12" DP-4-60 61 CL damp <br /> 62 <br /> Reviewed By Date <br /> Ilbnan5709 50 DP4 2170950tgsDP4 2 <br /> February 08,2000 <br />