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LOG OF BORING NO <br />13 <br />. <br />pa e 1 of T <br />CLIENT <br />Carina Pro sed Slu Cut -Off Walls <br />SITE PROJECT <br />Weld Coun ,Colorado Saint Vrain Develo ment <br /> SA MPLE S TESTS <br /> <br />~ O <br />°' C <br />> <br />~ N <br />z <br /> DESCRIPTION <br />~ <br />o: c <br />' F <br /> <br />U <br />~ <br />Y <br />K <br />w <br />W <br />~ r <br />z ~ <br />Z <br />Z (.'J <br />~ m <br />o_~ <br />a r of <br />N m <br />7 W o 3 wF ~ ~ sr <br /> <br />c~ <br />Approx. Surface Elev.: 4826 ft W <br />o <br />~ <br />z ~ K m ~O D G 7~ e°UinJ <br /> SILTY SAND, fine to medium grained, <br /> trace to with gravel, brown, dry to moist <br /> 5 <br /> 10 <br /> 4613 <br />13 <br /> _ <br />SILTY, CLAYEY SAND, fine to coarse <br /> grained, gray, some organics, moist to wet <br /> 15 <br /> S <br /> 18 4808 <br /> SANDY, SILTY CLAY, dark gray, moist to <br /> wet <br /> 2D <br /> 25 <br /> 27 4799 <br /> CLAYSTONE, v~ith silt and sand, very <br /> hard, gray, moist <br /> <br /> 30 <br /> <br /> <br /> <br /> <br /> 35 4791 3 1 RS 3 50/3 <br /> 5 <br /> Stopped boring at 35 feet <br />The stratification fines represent the approximate boundary lines <br />between soil and rock types: in-sRu, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 10-28-04 <br />WL Q 13 WD = 16 10/29/04 1 ~ 0 28 <br />RI <br />ED <br /> <br />WL <br />2 <br />Q ~ rr icon R G <br />CMESSIHPD FOREMAN <br />DC <br />WL APPROVED MEA JOB # 25045300 <br />