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LOG OF BORING NO <br />6 <br />. <br />page t of 1 <br />CLIENT <br />Carina pro osed Slu Cut -Off Walis <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Deveto ment <br /> SA MPLE S TESTS <br /> <br />~ o ~ oa <br /> DESCRIPTION ~ ~ ~ ~ ~ LL <br /> ~ <br />~ <br />w <br />z <br />w ~ `o <br />a xx <br />r ur m w p ~ - <br />w i ~ i w y ,°n ~ v <br />~ Approx. Surtace Elev.: 4828 ft o ~ z ~ ~ m 3 v o o. ~ ~ o v <br /> SILTY SAND, fine to medium grained, <br /> trace to some gravel, brown, dry to moist <br /> i 5 4823 5 <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand, brown, moist to wet <br /> to <br /> ~ is <br />:•: 2D 4808 20 <br /> CLAYSTONE, with silt, trace to with sand, <br /> very hard, gray, calcareous, moist <br /> <br /> <br /> <br /> 25 4603 1 RS 4 50/4 <br /> 25 <br /> <br />~ Stopped boring at 25 feet <br />, The stratification lines represent the approximate boundary lines <br />between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-27-04 <br />WL Q 15 WD ~ WCI @ 8.5 BORING COMPLETED 10-27-04 <br />WL Q ~ 10129/04 1 ~~rracon RIG CME55IHPD FOREMAN DC <br />WL APPROVED MEA JOB# 25045300 <br />