Laserfiche WebLink
<br /> <br />LOG OF TEST BORING NO. TB-8 <br />Page 1 of 1 <br />OWNER/CL[ENT ARCHTCECT/ENGINEER <br />Rollin Consulting <br />stTggorthwest corner of Weld County Roads 18 and 25 PROJECT <br />Weld County, Colorado Proposed Gravel Pit <br /> SAM PLES TE STS <br /> ~ '' cma z <br />O DFSCRIIrITON ~i ~ ,~,~j < ~ <br />~ i ? lyyy r=- <br />~ W 0SU( ~ <br />~ <br />_ T N <br />U m <br />~ i ~N <br />zp ` <br />' <br />~ Q <br />>~ L ~Z <br />~~w ~..d75 <br />3s< ~.t~ <br />v Approx. Surface Elev.: Grade ft. v ~ z I- a. m ~ o ~ G vi a h ~ w I <br /> . TOPSOII. <br /> SP <br /> LEAN TO FAT CLAY WITH SAND <br />il <br /> , s <br />ty= <br />3.0 <br />o ~ ~ <br />d .a dark gray brown, moist to wet. <br />. <br />0tl. <br />5 <br />O e: <br />~ 8' . <br />PO.c <br />-0Q: <br />e. 10 4 I <br />Q . <br />°0'0. <br />~Q. <br />bQ'e. <br />O.Q.. <br />1 <br />o' . 15 <br />p'o <br />dQ: <br />~Q.e: <br />aQ, <br />"a~e SAND WITH GRAVEL, slightly silty, more <br />~'~'~ and lazger gravel with increasing depth, 20 <br />o - <br />.Q.°~ <br />rusty brown, orange, wet, medium dense <br />0.6 <br />to dense. <br />o .e <br />Y1: <br />~a <br />° 25 SS 39/12 <br />. <br />0~: <br />0' o: <br />~'. <br />o. <br />O:d <br />o'a.: 30 <br />. <br />a.e. <br />AQ., <br />o <br />Q 4. <br />?'p` 34.0 <br /> 35.0 CLAYSTONE <br />moderate plasticity <br />silt 35 <br /> , <br />, <br />y, <br /> gray, slightly moist to moist. <br /> BOTTOM OF BORING <br />THE S7RATffICATION LINES REPRESENT THE APPROXAIATE BOUNDARY LINES <br />BECWEFN SOII. AND AOCK TYPES: INSCIV, THE TRANSITION MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED 5-20-99 <br />WL 4 5/20/992.5' ~_ 5/21/992.5' <br />1 BORING COMPLETED 5_20-99 <br />~' ~ ~rr~con ~C' MObile B-57 FOREMAN D,D <br />WL APPROVEp ESW loB>t 22995081 <br />