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N <br /> Joint 2 <br /> 83/337 <br /> Joint 1 <br /> W ■ ■ 73178 E <br /> Slope rFace Upper Face <br /> 85/90 2/90 <br /> ■ <br /> ■ <br /> S <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2015 <br /> Ana/ysisDescripUon Individual Bench - Surface Wedge Stability Analysis <br /> Drawn By company <br /> SMJ GEI Consultants, Inc <br /> Date File Name <br /> WEDGE 6.013 5/24/2017, 10:52:23 AM MQ All Data 2015.swd <br />