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April 16, 2012 Page ii <br />LIST OF TABLES <br />Page <br />Table 1. <br />Summary of Laboratory Index Test Results .............................. ..............................7 <br />Table 2. <br />Summary of Laboratory In -Situ Moisture - Density Test Results .............................8 <br />Groundwater Not Present ..................11 <br />Table 3. <br />Summary of Laboratory Point Load Test Results ...................... ..............................8 <br />Mine Development Waste 2.5:1.0 Slope— <br />Table 4. <br />Summary of Laboratory Direct Shear and Unconfined Compressive Strength <br />Figure 4. <br />Mine Development Waste 3.0:1.0 Slope— <br />TestResults ................................................................................ ..............................9 <br />Table 5. <br />Summary of Material Properties Used for Slope Stability Analysis .......................9 <br />Groundwater at Elevation 7,613 ft ..... <br />Table 6. <br />Stability Factors for Various Slope Conditions ........................ .............................10 <br />Mine Development Waste 2.5:1.0 Slope— <br />Table 7. <br />DWDA Recommended Construction Criteria .......................... .............................10 <br />Figure 7. <br />LIST OF FIGURES <br />Figure 1. Proposed West Portal Development Waste Disposal Area with Boring <br />LIST OF PHOTOGRAPHS <br />Photograph 1. Proposed West Portal DWDA Looking Northeast .................... ..............................4 <br />Photograph 2. Proposed West Portal DWDA Looking Southeast .................... ..............................4 <br />Photograph3. BH -38 Looking North ................................................................ ..............................6 <br />Agapito Associates, Inc. <br />Locations.................................................................................... ..............................2 <br />Figure 2. <br />Mine Development Waste 2.0:1.0 Slope— <br />Groundwater Not Present ..................11 <br />Figure 3. <br />Mine Development Waste 2.5:1.0 Slope— <br />Groundwater Not Present ..................12 <br />Figure 4. <br />Mine Development Waste 3.0:1.0 Slope— <br />Groundwater Not Present ..................13 <br />Figure 5. <br />Mine Development Waste 2.0:1.0 Slope— <br />Groundwater at Elevation 7,613 ft ..... <br />14 <br />Figure 6. <br />Mine Development Waste 2.5:1.0 Slope— <br />Groundwater at Elevation 7,613 ft ..... <br />15 <br />Figure 7. <br />Mine Development Waste 3.0:1.0 Slope— <br />Groundwater at Elevation 7,613 ft ..... <br />16 <br />LIST OF PHOTOGRAPHS <br />Photograph 1. Proposed West Portal DWDA Looking Northeast .................... ..............................4 <br />Photograph 2. Proposed West Portal DWDA Looking Southeast .................... ..............................4 <br />Photograph3. BH -38 Looking North ................................................................ ..............................6 <br />Agapito Associates, Inc. <br />