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BORING NO. G-5 <br /> LOCATION MAP ACIFIC ENVIRONMENTAL GROUP, INC. PAGE 1 OF t <br /> r5�� <br /> 1,7P CLIENT: Shell <br /> ROJECTNO. 305-135.3AOGGED BY: DA DATE DRILLED: 7-19-94 <br /> RILLER: SHELL LOCATION: 3515 Navy Drive <br /> \\G DRILLING METHOD: GEOPROBE HOLE DIAMETER: 2" <br /> SAMPLING METHOD: Continuous Core HOLE DEPTH: 23' <br /> CASING TYPE: NA WELL DIAMETER: NA <br /> SLOT SIZE: NA WELL DEPTH: NA <br /> NORTHING EASTING ELEVATION GRAVEL PACK: NA CASING STICKUP: NA <br /> Z J <br /> 1 <br /> Lu <br /> WELL F W (r � _ _ LITHOLOGY / REMARKS <br /> COMPLETION cn �, 3 a W o d <br /> 0 0 Z 0 W W o s W Tu�' � <br /> 20 0- E 0 � ¢ ai 0` <br /> D SP GRAVELLY SAND: light yellowish brown;fine sand; <br /> 2 10-20%fine to medium grained sand; 10-15%silt; <br /> Backfilled Dp CL dense; no product odor. <br /> SANDY CLAY: dark brown; moderate plasticity; 15-25% <br /> With 0 4 fine sand; very stiff; no product odor. <br /> Cement Dp- <br /> Mst 0 6 SP @5': moderate plasticity; 5-10%fine sand; <br /> trace fine gravel to coarse sand; no product odor. <br /> Mst 8 ta,}{: . SAND:yellowish brown; fine to medium sand;trace <br /> 25 <br /> Mst CL, fines; moist;dense; no to faint product odor. <br /> Wt 30 10 SILTY CLAY: black; high plasticity; 10-15%silt; <br /> trace fine sand;wet rootholes; stiff; faint product <br /> 0 12 CL odor. <br /> Mst CLAY:dark yellowish brown mottling; moderate plasticity; <br /> 0 14 10-15%sand;trace fine gravel;wet rootholes; very stiff; <br /> Mst no product odor. <br /> 0 16 @14': moderate plasticity; 5-10%sand; 15-25%silt; <br /> stiff; no product odor. <br /> 18 @16': stiff; no product odor. <br /> 20 <br /> 22 <br /> 24 <br /> BOTTOM OF BORING AT 23' <br /> 26- <br /> 28- <br /> 30 <br /> 62830 <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> 42 <br /> 44 <br />