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BORING LOG <br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 7/6/98 Logged By: <br /> <br />AdrianBrown <br />°••-~- •••~•+•°_,~°•^•••-"°---•~~•- Boring Dia: 8 Inches Boring Number; TGAL-01 ED DOMAGATA <br />m <br />`o Blow <br />Completim Recovery Depth <br />Lithology <br />Description <br />U Counts Feet <br /> <br /> NA 70% CLAYEY TOPSOIL, gray/brown, dry <br /> SILTY CLAY, with signficant amounts of caliche, graylbrown, <br /> damp <br /> 5 ~ ~ ~ SILTY CLAY, with sign~pnt amounts of pliche, graylbrown, <br /> i i stiff, damp <br /> NA 100% -- --- -- ------ <br />-- <br /> ~ ~,, SILTY CLAY, dark broom, stiff, highly compacted, moisture <br /> ~ ~ ~ ~ <br />j increasing with depth <br /> ~ <br />i <br /> //i <br /> NA 100% 10 ~ ~ i <br /> ,~~ <br /> ~~i <br /> /~i <br /> NA 100% ~ ~ ~ <br /> 15 ~~~~ <br /> ~ ~ SILTY CLAY, with red stained sandstone fragments and large <br /> ~ ~ gray sandstone gravels, dark brown, stiff, highly compacted, <br /> ~ ve moist <br /> NA 100% - - SANDY CLAY, coarse-grained, witFr red stained sandstone <br /> - - Tragmenk and large gray sandstone gravels, dark brown, sl'rH, <br /> = hi hl eom acted saturated <br /> ~ I <br /> S SHALE dark ra Poram hi hl com ailed dam <br />LEW <br /> 25 <br /> 30 <br /> 35 <br />Completion Notes: Site: <br />2.00" ID Sch 40, 0.010" slotted PVC screen 12.5 to 17.5 ft BGS; Sch BAG ELK <br />40, solid PVC casing 1.8 ft AGS to 12.5 ft BGS; 200 silica sand <br />finer-pack 10 to 17.5 ft BGS; hydrated bentonite seal 0.5 ft to 10 ft Alluvial Groundwater Characterization <br />BGS; 8" ID x 5 ft stet monument driven over well (2.0 ft stick-up) and HAYDEN, COLORADO <br />painted; Concrete monument pad GS to 0.5 ft BGS; Well capAocking <br />v <br />st <br />t <br />i <br />ll <br />d <br />monumen <br />co <br />er <br />n <br />a <br />e <br />. <br /> Project No.: 1463C Page 1 <br />