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BORING LOG
<br />~~ Drill Rig: ABC, HURRICANE Date Drilled: 7!3/98 Logged By:
<br />
<br />AdrianBrown
<br />:,.~,,..»,,,,:....,":..~,,,;,,,,,,,,,,,;,,;, goring Dia: 2 Inches Boring No: BGAL-01 ED DOMAGATA
<br />m Blow Recovery Depth
<br /> ~m~uoc Ldh~BY Description
<br />ti Counts Feet
<br />
<br /> NA 70% I ~ SILTY CLAYEY TOPSOIL, brown, traces of organic material
<br /> I I I near top of interval, dry
<br />---------------------------------
<br /> NA 100% SILTY CLAYEY TOPSOIL, dark brown, dry
<br />---------
<br />-------------------
<br />-
<br />
<br />5 -
<br />-
<br />--
<br /> NA 75°,6 SILTY CLAYEY TOPSOIL, dark brown, damp
<br /> NA 100% SILTY CLAY, dark brown, eompaded, moist
<br />-
<br />
<br />NA
<br />50%
<br />10 ----------------------------
<br />----
<br /> SANDY CLAY, line-grained, brown, saturated
<br /> NA 100°,6
<br /> 1
<br /> NA 100% SANDY CLAY, medium-grained, brown, very moist
<br /> SANDY CLAY, coarsegrained, brown, saturated
<br /> NA 100%
<br /> NA t00% 20 ~ ~ ~ SANDY CLAY, coarse~2ined, dark brown, stiff, saturated
<br /> ~~/
<br /> NA 100% i
<br /> ~//
<br /> NA 100°,6 ~ ~ SANDY CLAY, coarse rained wdh sandstone fragments, dark
<br /> NA 1000
<br />6 brawn stiff moist
<br /> .
<br />° 25 ~ ~ SANDY CLAY fin rained brown stiN ve moist
<br /> NA 100
<br />,!, ~ ~ SANDY CLAY fin rained ro (brown still ve moist
<br /> NA 100% SANDY CLAY, coarse~roined with intermixed gravels, brown,
<br /> i
<br /> NA 100% _ _ _-_ ve mo
<br />st
<br /> SANDSTONE fin rained redlbrovm d roded
<br /> 30
<br /> 35
<br />Completion Notes: Site:
<br />0.75" ID Sch 40, 0.010" slotted PVC screen 13.7 ft to 28.7 ft BGS; gIG ELK
<br />Sch 40, solid PVC casing 1.8 ft AGS to 13.7 ft BGS; natural
<br />completion fitter-pack 10 ft to 28.7 ft BGS; hydrated bentonite seal AIILIVia! Groundwater Characterization
<br />0.5 ft to 10 ft BGS; 4" ID x 5 ft stl monument driven over well (1.9 ft HAYDEN, COLORADO
<br />stick-up) and painted; Concrete monument pad GS to 0.5 ft BGS;
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<br /> Project No.: 1463C Page 1
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