Laserfiche WebLink
LOG OF BORING NO <br />4 <br />. <br />Pa e ~ of ~ <br />CLIENT <br />Carina Pro osed Slur Cut -Off Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Development <br /> SA MPLE S TESTS <br /> ~ <br />O c <br />rr p a <br />U DESCRtPTtON ~ ~ ~ F F LL F ~ <br /> <br />_ <br />= <br />w <br />~ W <br />> <br />w <br />w~ ~ __ <br /> u1 ~ O~ 3w~9 <br />~ Approx. Surface Elev.: 4829 ft o ~ z o. <br />K <br />w <br />m <br />° ¢ o <br />~U z y <br />^ a <br />~u1 <br />Z ~ y ~ _ ; <br />o UInJ <br /> SILTY SAND, fine to medium grained, <br /> trace to with gravel, brown, dry to moist <br /> s <br /> 6 4823 <br /> POORLY GRADED SAND, fine to coarse <br /> grained, trace to some silt, brown, dry to <br /> s moist ae2o <br /> WELL GRADED GRAVEL, fine to coarse <br /> <br />grained, with sand, brown, moist to wet 10 <br /> Q 15 <br />.' 16 13 <br /> CLAYSTONE, trace to with silt and sand, <br /> very hard, gray, moist <br /> <br /> <br /> zo 4609 1 RS 5 5015 <br /> 20 <br /> Stopped boring at 21 feet <br />The stratiration 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 Y 15 WD ~ WCI EP <br />027 <br />RI <br /> 1029/04 lfi~rr~con RIG <br />CME55/HPD OREMAN <br />DC <br />WL APPROVED MEA JOB # 25045300 <br />L <br />J <br />W <br />ffi <br />m <br />