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proximity to native ground or zones of sillimanitic gneiss. Sillimanitic gneiss was observed <br />on the north side of the South Quarry and within the bench 6640 highwall. <br />Slope movement was noted on the natural north slope adjacent to the highwall on the 7335 — <br />7270 haul road. This slope movement appears to be a result of "downhill creep ", typical of <br />steep mountainous terrain that has been increased by proximal mining. Material dislodged in <br />this area could be deposited on the haul road below, and care should be taken when mining in <br />this area and/or when travelling on the haul road below. This area will likely be removed <br />entirely during future mining operations. Minor tension cracks were observed on bench 7160 <br />above the Bench 7120 highwall. These tension cracks appear to be the result of localized <br />highwall movement or settling, as shown on Figure 12, and are not anticipated to cause large <br />scale highwall failure. Failure resulting from the instability will be contained on the bench <br />below. Care should be taken when working on Bench 7150 or below the area immediately <br />below the instability on Bench 7120. Slope instability was noted above Runaway Truck <br />Ramp Highwall 6875, as shown in Figure 17. Care should be taken when working in this area <br />or the area should be stabilized. <br />In areas inspected for the 2013 Geotechnical Addendum, no conditions were observed that <br />could lead to large scale slope failures. There is likely a low probability of large wedge or <br />toppling failures due to the joint and foliation orientation and RMR values observed in the <br />rocks. Additionally, there is likely a low probability of large plane failures along foliation <br />surfaces, that can occur when the foliation surface dips into the highwall face at angles or 38 <br />degrees or greater. There are areas where the unfavorable foliation conditions were observed <br />or where small scale wedge or toppling failures could occur, but the resulting blocks are <br />anticipated to be relatively small and contained on the benches. Most of the unfavorable <br />foliation orientations will likely change during mining operations due to the highly variable <br />nature of the foliation planes, however small scale toppling or wedge conditions are likely to <br />persist during mining. <br />4.1 North Quarry <br />Observations in the North Quarry on January 21 and January 22, 2014 indicate: <br />• No major failures occurred last year; <br />• Minor, localized sloughing and raveling occurred; <br />• Nearly all rockfall was contained on the benches. Several puncture marks were <br />present on the ice of the reservoir in the quarry, indicating some rockfall into the <br />pond. <br />• Tension cracks present on the reclaimed bench near mine office warrant weekly <br />observation and documentation or slope stabilization. If the condition of the area <br />worsens, engineering consultation is recommended. <br />GEI Consultants, Inc. 24 January 2014 <br />2013 Morrison Quarry Annual Report <br />