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B[A* EI FIELD LOG OF Project No 002-70950-01 Boring No <br />' Client - I n I I DP-6 <br /> n 27 1 N Its Wa <br /> EXPLORATORY BORING Location <br /> Logged By B McDaniel J u 4 2000 Sheet 4 <br /> of 4 <br /> d location of baring Dnlling Co GreggDrillln <br /> Drill rig model 87 Ton-CPT RI <br /> See Figure 4 Drilling Method Cane penetrometer <br />' Role Diameter 1 1I4-inch <br /> Boring completion data Backfilled with cement <br /> Ground Elev underpressure Pressure q routed from total de th to surface <br />' $ Depth to p Depth to V <br /> cv m '_ CL 9 T $' Time 71me <br /> r o c9 o m 4 �� t Date Date <br /> o m co n a m $ Q <br />' F 0 DESCRIPTION <br /> 92 CL Sandy Clay (CL), as above <br /> 1 <br /> 97 <br /> 100 CL @ 100 ft Silty Clay (CL) Reddish Brown, <br />' <br /> 1230 12" DP-6-100 101 low plastic fines, abundant organic matter, <br /> damp, no odor <br /> I 110 <br /> 1255 8" DP-6.110 111 SP @ 110 ft Sand (SP), 80% fine, 20% medium sand, wet <br /> No odor <br /> 120 <br /> @120 ft Sand with sift (SPISM), Brown, 90%very fine <br /> 1330 8" DP-6-120 121 5P <br /> sand, 10% non-plastic fines, wet, No odor <br /> - - -- - - - - - -- - - -- - - - - - - - - - - -- -- -- -- - <br /> - - - <br /> 125 - - - - <br /> @125 ft Silty Sand (SM), Brown, 60%fine sand, 20% <br /> 1400 10" DP-6-125 126 SM medium sand, 20% low plastic fines, wet No odor <br /> Bore hole terminated at 125 ft bgs <br /> I <br /> Reviewed By Date 3YIIIC513 <br /> 116nan1709-50 dA-6 A70930IpsOP#4 <br /> February 08 2000 <br />