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removal of three to four rock benches to provide room for haul road construction on the east <br />side of the pit. The rock removed was replaced with compacted fill. <br />2.2 North Quarry <br />Mining in the North Quarry continued in 2007 and consisted of completing the east half of <br />Bench C (approximately elevation 6260) and mining Bench D (approximately elevation 6220). <br />Material was mined utilizing the default slope configuration of 1:1 (H:V) and consisted of 40 <br />to 50 foot highwalls and 40 to 50 foot benches. The North Quarry area mined in 2007 is <br />approximately shown on Figure 2. Figures 3 and 4 are a photo documentary of the Bench D <br />highwall surveyed for this report. <br />• 2.3 South Quarry <br />Mining began in the South Quarry in 2007 and consisted of clearing a large bench to elevation <br />• 7000 feet above MSL. The highwall associated with the mining was approximately 60 feet; <br />• however, the bench has not yet been completed. The South Quarry area mined in 2007 is <br />approximately shown on Figure 5. Figure 6 is a photo documentary of the Bench 1 highwall <br />surveyed for this report. <br /> <br />• <br />• <br />3.0 FIELD DATA <br />At areas exposed by mining in 2007, rock mass data including joint orientation and dip, <br />foliation orientation and dip, rock mass rating (RMR) classification, estimates and unusual <br />rock features such as shear zones, persistent intrusions, or weak rock zones, were documented. <br />Orientations were collected using a Brunton compass (10 degree east magnetic declination' ) <br />and recorded using the right hand rule. All orientation measurements were estimated from a <br />safe distance back from the highwalls due to active mining activity and as requested by AI. <br />3.1 Central Quarry <br />No mining occurred in the Central Quarry in 2007 and thus no orientation data related to <br />mining activity was collected. Observations of the existing highwalls and benches were <br />conducted and compared with previous observations. Localized instabilities were observed <br />and local raveling of the rock faces has continued. This raveling is likely due to adverse <br />jointing, rock weakened by alteration, and/or weathering actions such as freeze thaw cycles. <br />Blocks loosened in this fashion are generally small (less than approximately 1 '/z feet in <br />diameter) and collect on the benches. <br />Three to four rock benches were removed for haul road construction. The benches were <br />removed with controlled blasts intended to minimize the rock disturbance in the remaining <br />wall. The rock was replaced with compacted fill. Twenty feet of rockfall containment mesh <br />clamped to rockbolts was installed on the wall above the haul road to minimize and contain <br />local raveling. <br />~ Topozone, 2007, "Topographic Map of Morrison Quadrangle, Morrison, Colorado", <br />http•//www topozone com/map asp~lat=39.65361&lon=-105.19056 <br />-2- <br />F:\3919_038W nnual_Rcport_2007\Gcotcch_Addcndum_2007W nnual_Rcport_2007_Geotcch.doc <br />April 2008 <br />