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LOG OF BORING NO <br />31 <br /> . <br />pa e 1 of ~ <br /> CLIENT <br /> Carina Pro osed Slur Cut -Off Walls <br /> SITE PROJECT <br /> Weld Coun ,Colorado Saint Vrain Deveto ment <br /> SA MPLE S TESTS <br /> ~ <br />~ ~ ~ <br />~ p n <br />z <br /> DESCRIPTION ~ ~ ~ r ~ <br /> O ~ Y ~ W ~ Z LL'C7 o m <br /> y ~ ~ no~o <br /> K <br />c0 Approx. Surface Elev.: 4828 ft w <br />o ~ z ~ ~ m S¢'OU On Z <br />~ v, r <br />o ~ ~ ~ <br /> SILTY SAND, fine to coarse grained, trace <br /> to with gravel, brown to dark gray, dry to <br /> moist <br /> 5 <br /> 8 4820 <br /> SANDY, SILTY CLAY, brown, moist <br /> = to <br /> 72 4816 <br /> ray <br />SANDY CLAYSTONE <br />ve <br />hard <br /> ry <br />, g <br />, <br />, <br /> i <br />t <br /> mo <br />s <br /> to <br /> <br /> <br /> <br /> <br /> <br /> 0 4608 1 RS 4 50/4 <br /> 2 20 <br /> Stopped boring at 20 feet <br /> <br />c <br />0 <br />i <br />0 <br />QU <br />2 <br />WC <br />F <br /> The stratrtcation lines represent the approximate boundary lines <br />g' between soil and rock types; in-situ, tfie transition may be gradual. <br />$ WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-29-04 <br /> WL ~ NONE WD ~ 10.5 11/04/04 0 29 <br />RI <br />E <br />D <br />o 1 ~~rr~con R G <br />CME55/HPD OREMAN <br />DC <br />F <br />w <br />o <br />WL <br />APPROVED MEA <br />J08 # 25045300 <br />m <br />