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LOG OF BORING NO <br />22 <br />. <br />pa e 1 of 1 <br />CLIENT <br />Carma Pro osed Slu Cut -Off Walis <br />SITE PROJECT <br />Weld Cou ,Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br />C7 <br />~ ~ c q n <br />z <br /> DESCRIPTION ~ ~ ~ F ~ F m <br />U <br />d ~ <br />= T K <br />m W <br />~ ~/J Z <br />WF Z <br />q 20 <br />OW ~~~ <br />NofO <br /> F <br />- <br />a Vi <br />~ ~ a ~ $ <br />o r-z r <br /> <br />Approx. Surface Elev.: 4820 ft <br />o <br />~ <br />z <br />~ <br />~ <br />m <br />3 0 <br />0 0. ~~ ~°v°rn~ <br />° <br /> POORLY GRADED SAND, fine to medium <br /> grained, with gravel, brown, dry to moist <br /> 5 <br />.~~-~ 7 4813 <br /> SILTY CLAY, trace to with sand, brown, <br /> moist to wet i <br /> 10 <br /> Q <br /> 15 4905 15 <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand and cobbles, brown, <br /> moist to wet <br />•.•.' 20 4900 20 <br /> SANDY CLAYSTONE, very hard, gray, <br /> moist <br /> <br /> <br /> <br /> z5 a~s5 1 RS 3 50/3 <br /> z5 <br /> Stopped boring at 25 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 />WL Y 11 WD ~ 9 10/29/04 1 t 0 28 <br />RI <br />ED <br /> ~rracon R G <br />CME55/HPD OREMAN <br />DC <br />WL APPROVED MEA JOB# 25045300 <br />