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LOG OF BORING NO <br />21 <br />. <br />page 1 of 1 <br />CLIENT <br />Carma Pro osed Slu Cut -Off Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br /> O ~ <br />~ Q6 <br />? <br /> DESCRIPTION g ~ ~ ~ F <br /> <br /> <br />a ~ <br /> <br />r=- <br /> <br />v~ <br />D: <br />m <br /> <br />w <br />W <br />O <br />~ <br />3 <br />Z <br />W <br />~ f_ <br />Z LL <br />Z~ N <br />~~~ <br /> r <br />- > zF y <br />~ <br /> Approx. Surface Elev.: 4821 ft o ~ z ~ it m 3 v o a ~ u, o~ <br />~ ~ rn ~ <br /> POORLY GRADED SAND, medium to <br /> coarse grained, with gravel, brown, moist <br /> to wet <br /> <br /> g to <br /> is <br /> 20 <br /> 22 4799 <br /> SANDY CLAYSTONE, very hard, gray, <br /> moist <br /> <br /> 2b 1 RS 2 50/2 <br /> 2s 4795 <br /> <br /> Stopped boring at 26 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 10-28-04 <br /> 10 WD ~ WCI 0 26 <br />RIN <br />E <br />D <br />WL q 0/29/04 1 ~~ rr icon R G <br />CME55IHPD OREMAN <br />DC <br />F <br />WL APPROVED MEA JOB # 25045300 <br />