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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 /> <br />~ <br />~ <br /> <br /> BORING LOG <br />SMITH GEOTECHNICAL <br />ENGINEERING CONSULTANTS BORING NO. BH-3 <br />PROJECT JOB NO. SHEET OF <br />WOODS LAKE 96.013 1 1 <br />CLIENT FIELD ENGINEER <br />WOODS LAKE IRRIGATION COMPANY D, DUSTIN <br />DRILLING COMPANY DRILL RIG <br />DRILLING ENGINEERS CME 75 <br />L CATION ELEVATION DATE <br />DAM EMBANKMENT 97.34 JUNE 14, 1996 <br />DEPTH LOG DESCRIPTION or MATERIAL BLOWS/6 IN. REC REMARKS <br />(rEET) INCREMENTS <br /> (PER rOOT) <br /> SAND; brown, dry, very silty, some 9-4-3 14 4 CFA <br /> cloy, slightly plastic (7) <br /> <br /> <br /> SAND; brown, damp, silty, clayey, 15" <br />5 " fine to med. grained, loose <br /> SAME; wet, very loose, less silt 1/18" 12" <br /> and cloy ...5L <br /> SAME; very fine, very silty, slightly 1-1-1 12" <br />10 plastic (2) <br /> - - - - - - - - - - - <br /> CLAY; brown, wet, very sandy, soft, <br />15 low plastic <br /> 18" <br /> SAME; more sand 1/18" g" <br /> SANDSTONE; brown, gray, orange 5 12 10 , 2" <br />20 mottled, moist, fine rained, iron (22) <br /> stained, severely weo hered <br /> <br />25 <br /> <br />SAME AS ABOVE <br /> <br />1 6 21 32 1 6" <br />(53) <br /> <br />30 <br /> <br />SAME AS ABOVE <br /> <br />24/6" 8" <br />26 12" <br /> <br />EOH @ 30.5' <br />