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0 , PROJECT: Morrison South Quarry LOG OF BORING 2007 PI1-3 <br /> Exploration <br /> GE1 Consultants <br /> PROJECT NO. SHEET 1 OF 8 <br /> Location South quarry Date(s) Drilling Bearing <br /> N 1653641.914 E 3083220.719 Drilled 7/16/2007 - 7/16/2007 Contractor Spectrum Exploration (Azimuth) NA <br /> Ground Surface 6775.02 NAVD88 Logged Thomas Clifford/ Drill Rig - Plunge 90 <br /> Elevation(ft) � byAdr Type (Degrees) <br /> Borehole Fluid Depth(ft) Reviewed Core Total 300.0 <br /> and(Date Measured) NA by - Diameter(in) NQ 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 = 0 of rL 0 0 0 <br /> 0 Box <br /> 1 <br /> Note-Presumed 0'was bedrock and so even loss of core <br /> 5 = Shattered ground <br /> Low grade gneiss intersected with veins,strong <br /> 10 <br /> 15 1 30.0 6.0 - - - NA 20 NA <br /> 20 = <br /> 25 = <br /> 30 Rotten meta-pelite,moderately to highly weathered,strong locally <br /> 2 2.2 2.2 NA 100 NA moderately strong <br /> Clay present along core. <br /> As above with out clay. <br /> 35 <br /> 3 7.8 2.0 - - - NA 26 NA <br /> Box <br /> 40 Box <br />