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BORING LOG <br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 3/30/98 Logged By: <br /> <br />AdrianBrown <br />....,_..,.",,.....,:......:.,w,_..~.. Boring Dia: 2 Inches Boring Number: DCAL-038 ED DOMAGATA <br />v Blow Recovery Depth <br />p Compktio^ Lilhology Description <br />v Counts Feet <br /> ~ ~ ~ ~ SILTY CLAY, brown, with gravel tense at 2 R, compacted, very <br /> NA 85% ~ j~ moist <br /> ~~/ <br /> 5 <br /> NA 25% <br /> :. .:: <br />~ ~ <br />SANDY CLAY, coarse rained, gray/brawn, compacted, vert <br /> ~ mai ---------------------------~~ <br /> .. .. no sample retained, saturated zone <br /> NA 0% 10 <br /> NA 60°,6 ~ ~ ~ SANDY CLAY, medium~grained, dark brown, saturated <br /> t6 <br /> ~ ~ SANDY CLAY, coarse-greined, dark brown, with red staining <br /> and ravels ve moist <br /> <br /> NA 60% ~ ~ /" SANDY CLAY, medium rained, brown, very moist <br /> -- LEWIS SHALE dark ra Iblaek hi hl wm acted <br /> ~ <br /> 25 <br /> 30 <br /> 35 <br />Completion Notes: Site: <br />0.75" lD Sch 40, 0.010" slotted PVC screen 10 ft to 20 ft BGS; Sch BIG ELK <br />40, solid PVC casing 2.6 ft AGS to 10 ft BGS; 20-40 silica sand filter- <br />pack 6 ft to 20 ft BGS; hydrated bentonite seal 0.5 tt to 6 ft BGS; 4" Alluvial Groundwater Characterization <br />ID x 5 ft sU monument driven over welt (2.8 ft stick-up) and painted; HAYDEN, COLORADO <br />Concrete monument pad GS to 0.5 ft BGS; Well capAocking <br />on <br />nt c <br />er in <br />lled <br />t <br />a <br />. <br />m <br />ume <br />ov <br />s <br /> Project No.: 1463C Page 1 <br />