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LOG OF BORING NO. 9 <br />Pa e 1 of 1 <br />CLIENT <br />Carina Pro osed S)u Cut -Off Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Yra)n Develo ment <br /> SA MPLE S TESTS <br /> <br />~ <br />DESCRIPTION O <br />~ C <br />~ <br />c <br />~ <br />- <br />~ N <br />?F <br />_ ~ <br />~ N W T N F <br />, <br />LYZ Z ZZ ~ <br />~ <br />d Vl m W O ~ NZ > ~~ m <br />3~~v <br /> Approx. Surface Elev.: 4826 ft o ~ z ~ ~ m ~ v o n ~ N ~ ~ y ~ <br /> CLAYEY SAND, fine to medium grained, <br /> brown, dry to moist <br /> a aa2z <br /> SANDY LEAN CLAY, trace gravel, dark <br /> <br />gray, moist 5 <br /> 9 4817 <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand, brown, moist to wet ~ 10 <br /> 4 15 <br />~~~ 20 4806 20 <br /> CLAYSTONE, with silt, trace to with sand, <br /> hard, gray, moist <br /> <br /> <br /> <br /> z5 aaol 1 RS 6 50/6 <br /> 26 <br /> <br />I Stopped boring at 25 feet <br />~~ The stratificafion lines represent tfie approximate boundary lines <br />between soil and rods types: in-situ, the transition maybe gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-27-04 <br />W~ ~ 15 WD s 10.5 10129104 1 0 27 <br />I <br />ED <br /> t~rr~con RIG <br />CME55/HPD OREMAN <br />DC <br />WL APPROVED MEA JOB# 25045300 <br />