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LOG OF BORING NO <br />17 <br />. <br />page 1 of 1 <br />CLIENT <br />Carina Proposed Slu Cut - lNf Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Development <br /> SA MPLE S TESTS <br /> <br />° O <br />f° c <br />> t p° <br />z <br />. <br />+ DESCRIPTION <br />~ ~ 5 F <br />U <br /> <br />a ~ <br /> <br />~ ~ <br /> <br />ro w <br />> ~ <br />~g1 Z ~= u- U' <br />Z `o m <br />~ L" <br /> m W <br />a U 5 WZ Y Utr 3~~Cia <br /> Approx. Surtace Elev.: 4822 ft o ~ z } <br />F W <br />~ ~ <br />m ¢ o <br />~U o! ~ <br />On ~ y N ~ N ~ <br /> WELL GRADED GRAVEL, fine to coarse <br /> grained, with sand, trace to with cobbles, <br /> brown, dry to moist <br />.'.' 5 4877 5 <br /> SILTY, CLAYEY SAND, brown, moist <br /> 8 4814 <br /> POORLY GRADED SAND, medium to <br /> coarse grained, trace to wifh gravel, brown, <br /> moist to wet 10 <br /> <br /> 15 <br /> 20 <br /> 22 4800 <br /> SILTY CLAYSTONE, trace to with sand, <br /> very hard, gray, moist <br /> <br /> 25 1 RS 3 0/3 <br /> 2s a7s5 5 <br /> Stopped boring at 26 feet <br />The stratification fines represent fhe approximate boundary lines <br />between soil and rock types: in-situ, the transition maybe gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-28-04 <br />WL Q 11 WD = WCI @ 8.5 ~ ~ BORING COMPLETED 10-28-04 <br />WL s Y 10/29/04 ~ rr icon RIG CME55IHPD FOREMAN DC <br />WL APPROVED MEA JOB # 25045300 <br />a <br />c <br />E <br />F <br />w <br />w <br />ii <br />m <br />