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/ BORING LOG <br />~ <br />/ <br />"_ '~' Drill Rig: ABC, HURRICANE Date Drilled: 3137/98 Logged By: <br /> <br />AdrianBrown <br />:•..•~•••.",.~~,"w~-~.~•~w-~•~•_ Boring Dia: 8 Inches Boring Number. DCAL-04A ED DOMAGATA <br />u, Blow ~~~ Recovery Depth Litho) <br />ogy <br />Description <br />v Counts Feet <br /> <br /> NA 65% SILTY CLAY brown com ded moist <br /> SANDY CLAY fin rained dark brown eom acted moist <br /> ~ ~ ~ SANDY CLAY, fin rained, brown, eom acted, moist <br /> 6 <br /> ~ <br />~ SANDY CLAY, fine-grained, light brown, with intennbred ealiche <br /> NA <br />,::: <br />.: <br />.:: 70% ~ <br />~ <br />~ ~ pockets, red staining, and coarse gravels throughout, <br /> . <br />:. oom _d_ed, moist _ _ _ _ <br />_ <br /> ~ ~ ~ SANDY CLAY, finegrained, light brown, with intertnaetl ealiehe <br /> mg, and coarse grvels throughout, <br />k <br /> NA 100% 10 ___- ~ <br />ailed m~ <br /> - = LEWIS SHALE, dark gray, highly compacted, damp <br /> 15 <br /> 20 <br /> n <br /> 30 <br /> 35 <br />Completion Notes: Site; <br />2.00" ID Sch 40, 0.010" slotted PVC screen 4 ft to 9 ft BGS; Sch 40, gl G ELK <br />solid PVC casing 2.5 ft AGS to 4 ft SGS; 20-40 silica sand finer-pack <br />3 ft to 12 ft BGS; hydrated bentonite seal 0.5 ft to 3 ft BGS; 8" ID x 5 Alluvial Groundwater Characterization <br />ft steel monument driven over well (2.8 ft stick-up) and painted; HAYDEN, COLORADO <br />Concrete monument pad GS to 0.5 ft BGS; Well capAocking <br />t <br />ll <br />i <br />monument cover <br />a <br />ns <br />ed. <br /> Project No.: 1463C Page 1 <br />