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o 2- - onn <br /> BL FIELD LOG OF Project No 7 9501 Boring No <br /> Client.U-Haul International DP-4 <br /> i EXPLORATORY BORING Location 2701 N Wilson Way Sheet 4 <br /> Logged By B McDaniel on JanWary2 of 4 <br /> ffd location of boring Drilling Co GreggDrilling <br /> Drill ng model 87 Ton-CPT Rig._ <br /> See Figure 4 Drilling Method Cone—penetrometer - <br /> Hole Diameter 1 914-inch <br /> IBoring completion data Backfilled with cement <br /> Ground Elev under pressure Pressure grouted from total depth to surface <br /> m <br /> Depth to o Depth to V <br /> N E a $� Time Time <br /> ca <br /> Date Date <br /> s 3i <br /> m C=r N co DESCRIPTION <br /> 92 CL Sandy Clay (CL), as above <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> I100 SM @ 100 ft Silty Sand (SM), Brown, 70% very fine sand, <br /> 14101 12" DP-4-100 101 30% low plastic fines, wet, no odor <br /> 102 - <br /> 110 SP <br /> 430 12" DP-4-110 111 <br /> @ 110 ft Sand (SP), Brown, 100% very fine sand, <br /> 112 trace of silt, wet, no odor <br /> I - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 120 CL @ 120 ft Sandy Clay (CL), Brown, 80% medium plastic <br /> 1500 12" DP-4-120 121 fines, 20% very fine sand, very moist, no odor <br /> 122 <br /> I <br /> 124 <br /> 1530 DP-4-125 125 CL @ 124 ft Sandy Clay (CL), Brown, 60% clay, 40% <br /> 126 very fine sand, no odor <br /> Bore hole terminated at 15 30 @ 125' bgs <br /> Reviewed By Date 3�Zs/61J- <br /> February 08 2040 <br /> i 4bnanY70450 DP-4 4170950�gs�P-0 4 <br />