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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />BORING LOG <br /> <br />SMITH GEOTECHNICAL <br />ENGINEERING CONSULTANTS <br />PROJECT <br />WOODS LAKE <br />CLIENT <br />WOODS LAKE IRRIGATION COMPANY <br />DRILLING COMPANY <br />DRILLING ENGINEERS <br />L ATION <br />DAM EMBANKMENT <br /> <br />ELEVATION <br />98.12 <br /> <br />DEPTH LOG <br />(FEET) <br /> <br />DESCRIPTION OF MATERIAL <br /> <br /> <br />brown, damp, silty <br /> <br />JOB NO. <br /> <br />96.013 <br />FIELD ENGINEER <br />D. DUSTIN <br />DRILL RIG <br />CME-75 <br /> <br />DATE <br /> <br />5 <br /> <br />SAND; brown, moist, silty, law plasti <br />trace cloy, very loose <br /> <br />10 <br /> <br />CLAY; black, moist, sandy, low <br /> <br />plastic, organic, soft <br /> <br /> <br />CLAY; brown, moist, sandy, low <br />plastic, soft <br /> <br />15 <br /> <br />SAND; light brown, wet, silty, <br />trace cloy <br /> <br />20 <br /> <br />SAND; ton, wet, silty, clayey, loose <br /> <br />brown, moist, fine to <br /> <br />25 <br /> <br />30 <br /> <br />JUNE 14, 1996 <br /> <br />BLOWS/6 IN. <br />INCREMENTS <br />(PER FOOT) <br />4-4-6 <br />(1 D) <br /> <br />1-1-1 <br />(2) <br /> <br />2-1-2 <br />(3) <br /> <br />2-1-2 <br />(3) <br /> <br />3-3.-4 <br />(7) <br /> <br />20 20 <br />40 <br /> <br />REC <br /> <br />12" <br /> <br />24" <br /> <br />12" <br /> <br />24" <br /> <br />14" <br /> <br />18" <br /> <br />13" <br /> <br />12" <br /> <br />BORING NO, <br />SHEET <br />1 <br /> <br />REMARKS <br /> <br />4"CFA <br /> <br />..5!..- <br /> <br />HOLE CAVED <br /> <br />EOH @ 25.5' <br /> <br />BH-2 <br />OF <br />1 <br />