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LOG OF BORING NO <br />15 <br />. <br />page T of 1 <br />CLIENT <br />Carma Proposed Slu Cut -Off Walls <br />SITE PROJECT <br />Weld County, Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br />~ <br />~ JO c p n <br />z <br /> DESCRIPTION ~ ~ ~ F ~ F <br /> <br />Z <br />~ <br />_ <br />N <br />W <br />j <br />N <br />CW <br />2 <br />ZZ ~ <br />~~~ <br /> <br />a <br />r <br />y <br />m <br />w <br />o <br />3 <br />wr ] pw <br />~ <br />L <br />3~ua <br />~ Approx. Surface Elev.: 4824 ft o ~ 'z ~ ~ m 3 ° o a ~ w Nun <br /> SILTY SAND, fine to coarse grained, with <br /> gravel, brown, dry to moist <br /> 4 4620 <br /> POORLY GRADED SAND, fine to coarse <br /> <br />grained, frace gravel, brown, moist 5 <br /> to <br /> t2 <br />aa~z <br /> _ <br />WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand, trace to with cobbles, <br /> brown, moist to wet <br /> 75 <br />'~'.' 20 4804 20 <br /> SANDY CLAYSTONE, very hard, gray, <br /> moist <br /> <br /> <br /> <br /> 25 4799 1 RS 3 50/3 <br /> 25 <br /> Stopped boring at 25 feet <br />The stratification lines represent the approximate boundary lines <br />between soil and rock types: in-sttu, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-28-04 <br />wL Q 12 WD ~ WCI 0 28 <br />RI <br />EO <br /> 0 29/04 1 ~~ rr icon R G <br />CME55lHPD FOREMAN <br />DC <br />WL APPROVED MEA JOB # 25045300 <br />