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BORING LOG <br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 7/4/98 Logged By: <br />AdrianBrown <br />^• ~-•-•".=-~-•~-~-+•••-°••-•--~»- Boring Dia: 2lnches Boring No: DCAL-01 ED DOMAGATA <br /> Blow Recovery Depfh <br />c Complelton LBhology Description <br />v Counts Feet <br /> 50% <br /> NA SILTY CLAY TOPSOIL, brown, traces of organic material near <br /> I ~ top of interval, moist <br />--------------------------------- <br /> 5 <br /> NA 40% <br /> SILTY CLAY TOPSOIL brown moist <br /> coarse~rained <br />verymoist <br />SIWDYCLAY <br />brown <br /> __ <br />y <br />` <br />~ <br />_______ <br /> 7 <br /> NA <br />:: 50% 0 SANDY CLAY, coarse-grained, brrnvn, saturated <br /> <br />~~~~~ . <br />•:~~; <br />~ ~ <br />SANDY CLAY, coarse-grained, dark brown, stiff, moist <br />-- <br />-------- <br /> <br />- <br />no samples taken, saturated zone <br /> 15 <br /> NA 0% <br /> 20 <br /> NA 50% <br /> SANDY CLAY, coarse rained, grsybrown, saturated <br /> 25 <br /> N 50% <br /> A ~ ~ SANDY CLAY, coarse~2ined, graybrown, stiff, saturated <br /> ~// <br /> ~/i <br /> <br />80°b <br />3 ,~i <br /> NA 0 0 ,:. ": CLAYEY SAND, medium-grained, graybrown, moist <br /> SILTY CLAY, brown, saturated <br /> NA 700% <br /> 35 ~ ~ ~ SANDY CLAY, fine-grained, dark brown, stiff, very moist <br /> ,~/ <br /> ~~i <br /> NA 100% / ~ ~ <br /> ~~/ <br /> i~i~ <br />Complefion Notes: Site: <br />0,75" ID Sch 40, 0.010" slotted PVC screen 16 ft to 56 ft BGS; Sch gIG ELK <br />40, solid PVC casing 2.6 ft AGS to 16 ft BGS; natural completion <br />filter-pack 10 ft to 56 ft BGS; hydrated bentonRe seal 0.5 ft to 10 ft Alluvial Groundwater Characterization <br />BGS; 4" ID x 5 ft stl monument driven over well (2.7 ft stick-up) and HAYDEN, COLORADO <br />painted; Concrete monument pad GS to 0.5 ft BGS; Well cap/locking <br />t cover installed <br />um <br />. <br />mon <br />en <br /> Project No : 1463C Page 1 <br />