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LOG OF BORING NO <br />30 <br />. <br />Page 1 of 1 <br />CLIENT <br />Carina Proposed Slu Cut -Off Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br /> <br />~ <br />DESCRIPTION O <br />~ c <br />~ <br />~ <br />F <br />$ ~ <br />zF <br />_U <br />S ~ Y <br />V) ~ ul <br />> ~ <br />ul Z ~ <br />7 u. C7 o m <br /> <br />a <br />a S <br />a <br />~ m <br />~ <br />a <br />OV <br />O WH OW <br />z~ v o~ <br />y <br />, <br />a <br />c~ <br />Approx. Surface Elev.: 4625 ft <br />o <br />~ <br />'z <br />~ <br />~ <br />m ¢O <br />3 ~ K <br />o a <br />~ u, o~o <br />_ ~ ~ <br /> SILTY SAND, fine to coarse grained, trace <br /> to with gravel, brown, dry to moist <br /> s <br /> 7 4818 <br /> SANDY, SILTY CLAY, dark gray to black, <br /> some organics, moist <br /> to <br /> i <br /> 15 <br /> 16 d809 <br /> SANDY CLAYSTONE, very hard, gray, <br /> moist to wet <br /> <br /> s_ <br /> 1 RS 4 50/4 <br /> zo 4805 z0 <br /> <br /> <br />i Stopped boring at 20 feet <br />7be stratification lines represent the approximate boundary lines <br />I between soil and rock Types: in-situ, the transAion may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-29-04 <br />W~ ~ 19 WD Y 14.5 11/04104 0 29 <br />RIN <br />ED <br /> ~ I~rr~con R G <br />CME55/HPD FOREMAN <br />DC <br />WL APPROVED MEA JOB # 25045300 <br />0 <br />e <br />F <br />v <br />w <br />0 <br />m <br />