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BLAEI FIELD LOG OF Project No 002-70950-01 Boring No <br /> Client U-Haul International MW 5A&B <br /> EXPLORATORY BORING Location 2701 N Wilson Way sheet 1 <br /> Loaaied By S Woodhull on January 12 2000 of 2 <br /> Field location of boring Drilling Co Gregg Dnhng <br /> Drill ng model Madl 11 <br /> See Figure 3 Drilling Method Hollow Stem Auguer <br /> Boring completion data 1113/2000 <br /> Ground Elev <br /> d <br /> g Depth to V 45 79 ft Depth to • 46 ft <br /> S' <br /> w E <br /> E g t Time 200 Ti me 440 <br /> p �y Q <br /> mST' V VJ E <br /> Date 1113100 Date 1112100 <br /> DESCRIPTION <br /> Asphalt approximately 5 ft thick <br /> Drilling began at 3 10 pm 1/12100 <br /> 320 5 SC Light brown, clayey sand, slightly moist, no HCO <br /> 330 10 CL Brown, silty clay,slightly moist, no HCO <br /> 340 15 ML Brown, clayey silt, slightly moist, no HCO <br /> 350 20 SP Brown, poorly-graded medium sand, slightly moist, no <br /> HCO <br /> 357 25 SP Grayish brown, poorly-graded medium sand with 10% <br /> gravel, slightly moist, no MCO <br /> 408 30 SC Grayish brown, clayey sand, slightly moist, no HCO <br /> 416 35 SC Grayish brown, clayey sand, slightly moist, no HCO <br /> 425 40 CL Dark brown, silty clay, slightly moist, no HCO <br /> 431 45 CL Dark brown, silty clay with 10% sand, slightly moist, no <br /> HCO <br /> 445 <br /> 50 CL Dark brown, silty clay with 10% sand, slightly moist, no <br /> HCO <br /> 500 55 CL Light brown, silty clay with 10% sand, slightly moist, no <br /> HCO <br /> 510 60 CL Light brown, silty clay with 10% sand, slightly moist, no <br /> HCO <br /> Reviewed By Date <br />