Laserfiche WebLink
LOG OF BORING NO <br />2 <br />. <br />Page 1 of 1 <br />CLIENT <br />Carma Pro osed Slur Cut - OH Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br />(~ <br />~ p E <br />`~ o a <br />z <br /> DESCRIPTION g ~ ~ .- ~ F <br /> <br />U <br /> <br />= <br />'~ <br />~ } <br />} <br />N <br />t5 <br />m <br />W <br />~ <br /> <br />N <br />Z <br /> <br />tY W <br />+` <br />2 t7 v <br />0` or <br />~_ <br />a w N <br />y ~ w <br />a O <br />w 3 <br />~ r- <br />¢o ¢ z~ 5 <br />N` <br /> <br />~ <br />Approx. Surtace Elev.: 483D ft <br />v <br />~ <br />z <br />~ <br />~ <br />m <br />3 0 y <br />o a <br />~ m o <br />o <br />= ~~ <br /> POORLY GRADED SAND, fine to medium <br /> grained, (race to with grave(, brown, dry to <br /> moist <br /> 5 <br /> 1o aezo 10 <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with santl, brown, moist to wet <br /> s <br /> 15 <br />•'•' 20 4810 20 <br /> SANDSTONE, fine to coarse grained, tan <br /> to gray, moist to wet <br />~~- 25 ~ 4805 25 <br /> SILTY CLAYSTONE, with sand, weathered <br /> to very hard, gray, moist <br /> <br /> <br /> <br /> 0 4600 1 SS 4 10/4 <br /> 3 30 <br /> <br />~ Stopped boring at 30 feet <br />~ The stratification lines represent the approzimete boundary lines <br />I between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-27-04 <br />WL 4 13 WD 1 WCI @ 11.5 f BORING COMPLETED 10-27-04 <br />WL Y g 10129/04 ~ rr acon <br />1 RIG CME55/HPD FOREMAN DC <br />WL APPROVED MEA JOB # 25045300 <br />