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Project No 002 70950 01 Boring Bk.�E5 FIELD LOG OF 9 9 No Client International MW-3A&B I EXPLORATORY BORING Location 2701 N Wilson Way Logged By S Woodhull onJanua zo 2 0o Sheat , of 1 Id location of boring Drilling Co Gregg Onlm 9 Dnll ng model Writ 11 See Figure 3 Drilling Method Hollow Stem Au uer Bonng completion data 1120/00 Ground Elev — o Depth to p Depth to V Ix N m E as 'o E o a 8 o Y � T � a „ _ o d 8 a Time Time m F a u' A 3 g y y Date I Date DESCRIPTION Asphalt approximately 5 ft thick IDrilling began at 8 05 a m 1/20/00 805 1 CUML Dark brown, sandy/silty clay, slightly moist, slight HCO I810 10 CL/ML Dark brown, sandy/silty clay, slightly moist, slight HCO 815 15 CUML Light olive, sandy/silty clay, slightly moist, moderate HCO 820 10/15/27 SS 1 5 MW3A-20 20 SP Light olive, very fine sand, slightly moist, strong HCO F26125 SC Light olive, clayey sand, slightly moist, strong HCO I834 15/21/25 SS 1 5 MW3A-30 30 CL Light brown, sandy clay, slightly moist, strong HCO 839 35 CL Light brown, sandy clay, slightly moist, strong HCO 844 5/7/12 SS 15 MW3A-40 40 SC Brown, clayey sand, slightly moist, strong HCO I850 45 CL Light brown, sandy clay, slightly moist, mocerate HCO 856 619111 SS 1 5 MWIIA-50 50 SC Brown, clayey sand, slightly moist, strong HCO 900 55 CL Light brown, sandy clay, slightly moist, no HCO 904 7/12125 SS 1 5 MWIA-6060 with olive streaks, sandy clay, slightly moist, strong 60 CL HCO I 911 65 CL Light brown, sandy clay, wet, moderate HCO Light brown, medium sand, wet 920 Could not retrieve sample 70 SP from 70 feet,sample heavily Light brown, medium sand, wet 1030 contaminated with water 75 SP Reviewed By Date