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BORING LOG <br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 7/6/98 Logged By: <br /> <br />AdrianBrown <br />~~••--4._~~-*T~~•*•••--~•"_"~-<- Boring Dia: 8 Inches Boring Number: SGAL-02 ED DOMAGATA <br />d Biow Recovery Depth <br />' <br />U Counts ca~Pieuon Feet nhology <br />L Description <br /> I I <br />I SILTY CLAYEY 70PSOIL, light brown, dry <br /> NA 95% ~ I ~ <br /> ~ ~ ~ ~ <br />~ SANDY CLAY, fine rained, light brain, wmpacted, moist <br /> 5 / <br />~ <br /> ~ / ~ <br /> NA 100% ~// <br /> SANDY CLAY, fine rained, with traces or organic material <br /> near to of interval brown moist <br /> <br />NA <br />100% <br />10 ~ ~ ~ SILTY CLAY, brown, stiff, saturated <br /> l ~, SANDY CLAY, medium rained, with red stained gravels, dark <br /> ~ ~ brown, still, very moist <br /> CLAYEY GRAVELLY SAND, medium rained, brown, <br /> mturated <br /> NA 100% <br /> = - LEWIS SHALE, dark graykrown, highly compacted <br /> t5 <br /> 20 <br /> 25 <br /> 30 <br /> 35 <br />Completion Notes: Site: <br />2.00" ID Sch 40, 0.010" slotted PVC screen 9 to 14 R BGS; Sch 40, gIG ELK <br />solid PVC casing 2.6 ft AGS to 9 ft BGS; 20-40 silica sand filter-pack <br />5.5 to 14 ft BGS; hydrated bentonite seal 0,5 ft to 5.5 ft BGS; 8" ID x Alluvial Groundwater Characterization <br />5 ft stet monument driven over well (2.6 ft stick-up) and painted; HAYDEN, COLORADO <br />Concrete monument pad GS to 0.5 ft BGS; Well capAocking <br />monument cover installed <br />. <br /> Project No.: 1463C Page 1 <br />