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BLAES FIELD LOG OF Project No Q02 7 950 01 Boring No <br /> Client Haul International MW-8 <br />' EXPLORATORY BORING Location-"71 N Wilson Wa <br /> Logged By S Woodhull on Januar 11 2000 Sheet � <br /> Of 1 <br /> location of boring Drilling Co Gregg DnAng <br /> Drill ng model Maril 1 <br /> See Figure 3 Drilling Method Hollow Stem Au uer <br />' Ground Elev Boring completion data 111/00 <br /> 0 <br /> Depth to p 45 35 ft Depth to V 45 ft <br /> E a E o p Y u <br /> y — o a Time 7 45 Time 945 <br /> co Date 1/11/00 Date 1/11/00 <br /> DESCRIPTION <br /> Asphalt approximately 5 ft thick <br /> Drilling began at 8 45 am 1/11/00 <br /> I900 5 CL Grayish brown, clayey sand, slightly moist, no HCO <br /> 910 10 CL <br /> Grayish brown, clayey sand, slightly moist, no HCO <br /> 916 15 CL Grayish brown, clayey, slightly moist, no HCO <br /> 20 Light brown sand, fine to medium grained silty sand, 5 10% <br /> 20 CL gravel, 15% silt, no HCO <br /> 17925 25 gp Light brown sand, fine to medium grained, slightly mosit, no <br /> HCO <br /> Light brown, silty sand, 20% gravel, 15%silt, slightly moist, <br /> 9 30 30 SM noHCO <br /> I935 35 SM Brown, silty sand, slightly moist, no HCO <br /> 940 40 SC Brown, clayey sand, slightly moist, no HCO <br /> 1 <br /> 945 45 SC Light brown, clayey sand, slightly moist, no HCO <br /> I952 50 CL Brown, sandy clay, slightly moist, no HCO <br /> 151 55 CL Brown, sandy clay, slightly moist, no HCO <br /> 1012 62 CL Brown, sandy clay, slightly moist, no HCO <br /> f <br /> Reviewed By Date <br />