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<br />I <br /> <br />DRILLING METHOD <br /> <br />HX Coring <br /> <br />DEPTH TO GROUNDWATER <br /> <br />Not Ene. <br /> <br />I <br /> <br />DESCRIPTION AND CLASSIFICATION <br /> <br />I <br /> <br />SURFACE ELEVATION 281.0 feet <br /> <br />LOGGED BY <br /> <br />ntd <br />8/9/94 <br /> <br />BORING DIAMETER 3-ineh <br /> <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br /> <br />--- <br /> <br />---. <br /> <br />--- <br /> <br />.,. <br />-: <br />.- <br />.......: <br />.- <br />-: <br />.- <br />-: <br />.- <br />-: <br />.- <br />-: <br />.- <br />........: <br />.- <br />-: <br />.~ <br />-: <br />.- <br />.......: <br />.- <br />-: <br />.- <br />......: <br />.- <br />....: <br /> <br />PROJECT NO. <br /> <br />7147-G <br /> <br />DATE DRILLED <br /> <br />DEPTH <br /> <br /> ZUJ~ ~ <br />'" OUI- '" >- <br />UJ HZ"- "'~ '" WELL <br />1-([, UJ~ <br />..J ([I- en UJI- 0 ~ <br />0- "'en:J: I-z 5x 0 '" <br />:E I-HO ([UJ u~ '" ~ <br />([ UJen..J :J:I- CONSTRUCTION <br />en z UJ <br />ZUJ co 0 ll:: <br /> ~~'"" U <br /> <br />DESCRIPTION AND REMARKS <br /> <br />CON IST SOIL (FEET) <br />S TYPE <br /> <br />I <br /> <br />Grey silty fine to coarse sand with gravel <br /> <br />I <br /> <br />I <br /> <br />at 9 ft: scattered gravels and cobbles <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />at 18 ft: rock fragments in core barrel. <br /> <br />I <br /> <br />Fine, angular gravel, uniform size (1/8 to <br />1/4 inch) <br /> <br />I <br /> <br />6 inch rhyolite fragment and 0.5 to 1.5 <br />inch gravel <br />Tan / grey gravelly fine to medium sand <br />with some silt <br />Loss of mud circulation at 26 feet. <br />Thickened mud, about 10 % return. <br />Steady loss of about 8 gpm. <br />Rhyolite rock fragments in cor barrel, 7 <br />pieces 1/2 to 3 inch in size. <br />Crushed, angular rhyolite fragments in a <br />silty clayey sandy matrix <br />at 32 ft, loss of circulation <br />Stedy loss of 10 to 15 gpm of drilling mud <br />1/4 to I inch crushed rock in silty sandy <br />matrix <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br /> <br />NORTHWEST, INC. <br />Consulting Engineers & Scientists <br /> <br />I <br /> <br />5 <br /> <br /> <br />10 <br /> <br /> <br />19 <br /> <br />19 <br /> <br />21 <br /> <br />15 <br /> <br />18 <br /> <br />20 <br /> <br />21 <br /> <br />. <br /> <br />25 <br /> <br />21 <br /> <br />. <br /> <br />30 <br /> <br />24 <br /> <br />35 <br /> <br /> <br />EXPLORATORY BORING LOG B-2 <br /> <br />CONTINENTAL DAM <br />HINSDALE COUNTY. COLORADO <br /> <br />DATE <br /> <br />BORING <br />No. <br /> <br />B-2 <br /> <br />February 10, 1995 <br />