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LOG OF $ORING NO <br />10 <br />. <br />pa e 1 of 1 <br />CLIENT <br />Carma Pro osed Slur Cut -Off Walls <br />SITE PROJECT <br />Wetd Coun ,Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br /> <br />~ <br />~ <br /> <br />DESCRIPTION ~ <br />O <br />f° ~ <br /> <br />} <br /> <br />~ <br /> <br />° <br /> <br />~ m o. <br /> <br />z~ <br /> <br />a a v ~ ° ¢o ~ a~ N` <br />= <br /> <br />n <br />Approx. Surface Elev.: 4626 ft <br />o <br />~ <br />z ' <br />~ w <br />m ~ <br />m <br />3 ~ <br />o o. <br />~ N o <br />o <br />~ ~ h ~ <br /> SILTY SAND, fine to coarse grained, with <br /> gravel, brown, dry to moist <br /> 5 <br /> 6 4820 <br /> SILTY, CLAYEY SAND, fine to coarse <br /> 8 grained, with gravel, brown, moist 4878 <br /> POORLY GRADED SAND, fine to coarse <br /> grained, trace to with gravel, brown, moist <br /> io <br />~.~~ 12 4814 <br /> SANDY, SILTY CLAY, dark gray, some - <br /> organics, moist to wet - <br /> is <br /> 20 <br /> 22 4804 <br /> CLAYSTONE, trace to with silt and sand, <br /> very hard, gray, moist <br /> <br /> a <br />i 1 RS 4 50/4 <br /> o <br />2e a 25 <br /> <br /> <br />I Stopped boring at 25 feet <br />The stratification lines represenf fhe approzimata 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 />W~ ~ 13 WD s 12.5 10!29/04 ' 0 28 <br />RI <br />ED <br /> e rr icon <br />1 I R G <br />CME55/HPD FOREMAN <br />DC <br />WL APPROVED MEA JOB # 25045300 <br />