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BORING LOG <br />~~ Drill Rig; ABC, HURRICANE Date Drilled: 7!7/98 Logged By: <br />AdrianBrown <br />:..w4._,",.:..,,.:~.,._..,w._.._,:_ Boring Dia: Z Inches Boring Number: DGAL-Ot ED DOMAGATA <br /> Blow Recovery Depth ' <br />c <br />Compleaon L <br />Nwlogy Description <br />v Counts Feet <br /> <br /> NP. 60% SANDY 70PSOIL, fore-grained, black, moist <br /> no sample retained, saturated zone <br /> 5 <br /> NA 0% <br /> NA 0°h 10 <br /> NA 55% SILTY CLAY, dark greyroram, saturated <br /> 15 <br /> SANDY CLAY, fine rained, dark greyrorown, saturated <br /> NA 95% <br /> SANDY CLAY, coarse-grained, with sandstone lregments, <br /> ~ brain moist <br /> SANDY CLAY, fine rained, greyroram, saturated <br /> N 100% <br /> A SANDY CLAY, (negrained, with red stained undstone <br /> T2gments end dispersed wliche pockets, greyrorown, moist <br /> SANDY CLAY, fine~g2irred, with red stained sandstone <br /> 25 fragments and dispersed pliche pockets, grayrorown, <br /> NA 100% saturated <br /> CLAYEY GRAVEL <br /> _ ___ SANDSTONE fin rained redrorawn <br /> 30 <br /> 35 <br />Completion Notes: Site: <br />0.75" ID Sch 40, 0.010" slotted PVC screen 7.5 ft to 27.5 ft BGS; gIG ELK <br />Sch 40, solid PVC casing 2.1 ft AGS to 7.5 ft BGS; 200 silica sand <br />filter-pack 4 ft to 27.5 ft BGS; hydrated bentonite sea10.5 ft to 4 ft Alluvial Groundwater Characterization <br />BGS; 4" ID x 5 ft stl monument driven over well (2.2 ft stickup) and HAYDEN, COLORADO <br />painted; Concrete monument pad GS to 0.5 ft BGS; Well cap/locking <br />stall <br />mon <br />ment cove <br />i <br />d <br />u <br />n <br />e <br />. <br />r <br /> Project No.; 1463C Page 1 <br />