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BORING LOG <br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 3/31/98 Logged By: <br />AdrianBrown <br />~~~•••~ •••".~••°x~~~•~•-•-^w_-->r- Boring Dia: 8 Inches Boring Number: DCAL-04A ED DOMAGATA <br />m Blow Recovery Depth <br /> Compiehon Lrthology Description <br />U Counts Feet <br /> <br /> NA 65% SILTY CLAY brown wm tied moist <br /> SANDY CLAY fin rained dark brown tom ailed moist <br /> ~ ~ ~ SANDY CLAY, fin tined, brown, tom ailed, moist <br /> :: 5 <br /> <br />, <br />. <br />.. <br />:: '~ ~ <br />~ SANDY CLAY, fine rained, light broom, with intermixed ealiche <br /> NA <br />;• <br />~~ <br />~~'~ 70% ~ <br />~ pockets, red staining, and coarse gravels throughout, <br /> ~ <br />~ ~ compacted moist <br /> ~ ~ ~ SANDY CLAY, fine rained, light brown, with intennaed ealiche <br /> pockets, red staining, and coarse gravels throughout, <br /> NA 100% 10 =_- tom tied moist <br /> _ - LEWIS SHALE, dark gray, highly crompaded, damp <br /> 15 <br /> 20 <br /> 25 <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, gIG ELK <br />solid PVC casing 2.5 ft AGS to 4 ft BGS; 20-40 silica sand fitter-pack <br />3 ft to 12 ft BGS; hydrated bentonite seal 0.5 K to 3 ft BGS; 8" ID x 5 Alluvial Groundwater Characterization <br />tt 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 cap/locking <br />m <br />nu <br />nt <br />v <br />inst <br />ll <br />d <br />e <br />o <br />me <br />co <br />er <br />a <br />. i <br /> Project No.: 1463C Page t <br />