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0 00 <br /> , PROJECT: Morrison South Quarry LOG OF BORING LH-2A <br /> Exploration <br /> GE1 Consultants <br /> PROJECT NO. SHEET 2 OF 5 <br /> Location South quarry Date(s) -Drilling Bearing <br /> N 1652872.931 E 3082650.391 Drilled 12/13/2005 - 12/13/200ontractorSpectrum Drilling (Azimuth) NA <br /> Ground Surface 7000.04 NAVD88 Logged O'Brian Drill Rig Boa Lon Plunge <br /> Elevation(ft) � by ear Type gy (Degrees) 90 <br /> Borehole Fluid Depth(ft) NA Reviewed K. Pease Core NX Total g4.0 <br /> and(Date Measured) by Diameter(in) Depth(ft) <br /> CORING (SEE LEGEND) <br /> n n° rn <br /> = MATERIAL V; CO <br /> oco <br /> m DESCRIPTION <br /> U N i O U) <br /> O � Iq a) N E E . 0_' O tl5 C C J > a) <br /> LLl Z N 0_' 0_ O a) N d O O �O .�. <br /> N O 3 a) a) — O 0 O N N_ N_ U <br /> 0 Z 0 0 d J 0 Z J � 2 0 of rL 0 0 0 <br /> 20 <br /> I <br /> Granitic Gneiss. Hard;slightly to moderately weathered;gray; fine to <br /> _ medium-grained;foliated—5°dip,extremely close to close joints,low to <br /> vertical joints,tight to open,smooth to very rough,planar to undulating, <br /> moderately to highly weathered joints with up to 1"into rock 1"clayey <br /> sand infill at 23.5%occasional pink pegmatite veins. <br /> R-1 5.0 4.8 0.6 12 NA 96 12 <br /> = I <br /> - I <br /> - I <br /> 25 <br /> = I <br /> - I <br /> = Granitic Gneiss. Hard to very hard;slightly weathered;gray;fine to <br /> medium-grained;foliated—5°dip,extremely close joints to 26.5',close <br /> to moderately close joints to 31',partly open to tight,rough,irregular <br /> and planar,one low angle joint,mostly high angle joints,iron staining <br /> and then silty coatings on surfaces;occasional pink pegmatite veins. <br /> R-2 5.0 4.7 3.25 12 NA 94 65 = <br /> - I <br /> 30 <br /> _ m <br /> _ Q <br /> J <br /> _ I <br /> As above except slightly to moderately weathered;foliated 5°-10°dip, <br /> multiple low and high angle joints,extremely close to close,rough to <br /> = very rough,planar,undulating and stepped to 2" <br /> - I <br /> R-3 4.5 4.5 1.9 12 NA 100 42 <br /> = I <br /> - I <br /> 35 = <br /> - I <br /> As above except no stepped joints,all joints appear to be low angle <br /> (0-10°)to high angle(60-85°),planar,irregular,and undulating;one <br /> vertical fracture with 2 min clayey infill from 37.2-38.2%0.5"quartz <br /> _ vein at 37.1;1"clay seam(gray)at 38.2'. <br /> - I <br /> R-4 5.0 4.6 0.75 11 NA 92 15 <br /> = I <br /> - I <br /> - I <br /> 40 <br />