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16 <br />LOG OF BORING NO <br />. <br />Pa e 1 of ~ <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 />~ ~ c p ii <br />~ DESCRIPTION ~ ~ r ~ LL ~ <br /> ~ <br />(~ <br />V1 <br />2 o m <br />- <br />R <br />_ <br />D. _ <br />H W W <br />m W ~ <br />O ~ W <br />W <br />Z ~ OW <br />U K y o <br />y <br />3 c ~ <br /> <br />o <br />~ <br />Z <br />}a <br />w <br />~ F <br />- <br />¢ o > <br />o: •n <br />z ~ <br />7y ~ <br />y a = o <br />o <br /> Approx. Surface Elev.: 4823 ft F K m 3U Oa UN~ <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand and silt, brown, dry fo <br />;:; moist <br /> 4aza <br />s <br /> POORLY GRADED SAND, fine to coarse <br /> grained, trace gravel, brown, moist to wet <br /> 5 <br /> to <br /> 4 <br />~: ~~ 15 4808 75 <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand, brown, moist to wei <br />••:• 20 46 3 20 <br /> CLAYSTONE, with silt and sand, very <br /> hard, gray, moist <br /> <br /> <br /> <br /> 25 4796 1 RS 4 50/4 <br /> 25 <br /> Stopped boring at 25 feet <br />The stratification lines represent the approximate boundary lines <br />between soil and rock types: in-sftu, the transifion may be gradual, <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-28-04 <br />WL Y 13 WD ~ WCI 0 28 <br />I <br />ED <br /> o~g/04 1 t~ rr icon RIG <br />CME55 HPD OREMAN <br />DC <br />WL APPROVED MEA JOB # 25045300 <br />c <br />F <br />r <br />0 <br />w <br />0 <br />m <br />