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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 CATION ELEVATION <br />DAM EMBANKMENT 99.87 <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 />DEPTH LOG <br />(FEET) <br /> <br />DESCRIPTION OF MATERIAL <br /> <br /> <br />SAND; red brown, damp, silty, fine <br />to medium <br /> <br />5 <br /> <br />SAND; brown, damp, silty, loose, <br />very fine grained <br /> <br />SAME; very loose <br /> <br />10 <br /> <br />:. ~ <br /> <br />15 <br /> <br /> <br />SAND; brown, wet, silty, some cloy, <br />very loose, fine grained <br /> <br />20 <br /> <br />CLAY; block, wet, plastic, very sandy <br />soft <br /> <br />25 <br /> <br />SANDSTONE; brown, orange, gray <br />maUled, moist, fine groined, iron <br />stained, severely weathered <br /> <br />30 <br /> <br />SAME AS ABOVE <br /> <br />JUNE 14, 1996 <br /> <br />8LOWS!6 IN. <br />INCREMENTS <br />(PER rOOT) <br />3-2-2 <br />(4) <br /> <br />2-2-3 <br />(5) <br /> <br />1-1-2 <br />(3) <br /> <br />2/18" <br /> <br />2-3-3 6" <br />(6) <br /> <br />17/6" <br />33/5" <br /> <br />31/6" <br />19/2" <br /> <br />REC <br /> <br />16" <br /> <br />10" <br /> <br />17" <br /> <br />12" <br /> <br />BORING NO, <br />SHEET <br />1 <br /> <br />REMARKS <br /> <br />8" <br /> <br />4' CFA <br /> <br />BH-4 <br />OF <br />1 <br /> <br />8" EOH @ 30.5 <br /> <br />....'SL.. <br /> <br />Set piez. @ 30' <br />