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<br />I <br /> <br />I <br /> <br />I <br />II <br />I <br /> <br />'I. <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />, <br />II <br /> <br />I <br /> <br />'v <br /> <br />I <br />I <br /> <br />I <br />'I <br /> <br />I <br /> <br />Project: Beaver Reservoir <br />Project Location: Paonia. Colorado <br />Project Number: 23067 <br /> <br /> <br />Log of Boring No. <br />Sheet 1 of 3 <br /> <br />Date(sl 1019192 -10110192 Logged Bin Briton Checked R.Romano <br />Drilled By By <br />Drilling RotMy Drill Bit 4114" H.S.. NX Total Depth 84.0 <br />Method SizelType DriUed (f..t) <br />Drill Rig Oeutz KHO AU Oi...1 OriUed L A Smith Hammer Weight! 140130 <br />Type By Orop (Iba/in.) <br />Apparent Downhole NE ft aftef hfS. ft aftef 'hrs. Surface 8111 <br />Groundwater Depth Elevation (feet) <br />Comments Station 1 + 00 I Botehole Piezometer Elevation <br /> 88tkfill Datum <br /> <br /> SAMPLES <br /> cO . C" <br /> 0 00 ,;. <br />.<:: .., ~ CC 0 <br />~ IV .- C ~ <br />0.;; >~ .c -~ > .c <br />CllCll . "'0 '" <br />CllCll -Cll '" E E'" 0 .0 <br />o~ w~ > ~ c. 0 ~ 0 <br />. <br /> I- Z 1I)a: a: Cl-, <br />0 <br /> 8110 <br /> <br />SOIL PROPERTIES <br />'* '0 <br />'" <br /> <br />MATERIAL DESCRIPTION <br />and other remarks <br /> <br />- <br />o <br />>< <br />j <br />o <br /> <br />Other <br />Tests <br /> <br />;: <br />- . <br />.~ <br />~ c <br />.0 <br />;;:u <br /> <br />'c .; <br />=>"6. <br />~"ii <br />0;;: <br /> <br />FlU (Dam Emba~kmcnl) <br />CLAYEY SAND to SANDY CLAY with occasional <br />Gravel. <br />Slightly moist, medium dense to stiff. <br /> <br />5 <br /> <br /> <br />- <br /> <br />8105 <br /> <br />10 <br /> <br />8100 <br /> <br />15 5.1 8 15.20 gpm <br /> 8095 8 being <br /> added <br /> to hole <br /> during <br /> drilling <br />20 5-2 4 <br /> 8090 4 <br /> <br /> <br />25 <br /> <br />5.3 <br /> <br />9 <br />9 <br /> <br />8085 <br /> <br />30 <br /> <br />2141931GLGI230157 <br /> <br />Woodward-ClYde Consultants Q <br /> <br />Figure <br />