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LOG OF BORING NO <br />5 <br />. <br />Pa e 1 of 1 <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 /> <br />~ J <br />m C <br />> <br />° <br />~ y <br />z <br /> DESCRIPTION c F <br /> <br /> a U ~ a ~ O <Z Y z~ y~~m <br />c~ Approx. Surface Elev.: 4829 ft 4 ~ z ~ ~ m 3~ o n ~'~ a ~~+~ <br /> SILTY SAND, fine to coarse grained, trace <br /> to some gravel, brown, dry to moist <br /> 4 4825 <br /> WELL GRADED GRAVEL, fine to coarse <br /> <br />grained, with sand, to sandy gravel, brown, 5 <br /> dry to moist to wet <br /> to <br /> Q 15 <br />.'. 20 4809 20 <br /> CLAYSTONE, trace silt and sand, hard, <br /> gray, moist <br /> <br /> <br /> <br /> 25 4804 1 RS 6 50/6 <br /> 25 <br /> <br />i 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 10-27-04 <br />WL s 15 WD Y WCI 1 I' 0 27 <br />RI <br />EP <br /> 0 29!04 ~ rr icon R G <br />CME55/HPD OREMAN <br />DC <br />WL APPROVED MEA ~ <br />JOB # 25045300 <br />s <br />J <br />W <br />0 <br />m <br />