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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 />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 97.43 <br /> <br />DEPTH LOG <br />(rEET) <br /> <br />DESCRIPTION or MATERIAL <br /> <br />,':'.:" <br /> <br />SAND; brown, dry, silty <br /> <br /> <br />20 <br /> <br />25 <br /> <br />3D <br /> <br />~ <br /> <br />JOB NO. <br /> <br />96,013 <br />FIELD ENGINEER <br />D. DUSTIN <br />DRill RIG <br />eME 75 <br /> <br />DATE <br /> <br />BORING NO. <br />SHEET <br />1 <br /> <br />JUNE 14, 1996 <br /> <br />REC <br /> <br />BLOWS/6 IN. <br />INCREMENTS <br />(PER rOOT) <br />6-6-8 <br />(14) <br /> <br />17" <br /> <br />REMARKS <br /> <br />4 eFA <br /> <br />BH-l <br />OF <br />1 <br />