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April 22, 2024 Page ii <br />Agapito Associates, Inc. <br />LIST OF TABLES <br />Table 4-1. Input Parameters Used for the Existing Pillars in Sunset Mains ............................... 4-8  <br />Table 4-2. Summary of the Stability for the Existing Pillars in Sunset Mains ........................... 4-8  <br />Table 5-1. Summary of the Stability for the Pillars in Sunset Mains During Retreat ................. 5-1  <br />Table 6-1. LaModel Parameters from Instrumentation Calibration ............................................ 6-1  <br />Table 6-2. Input Parameters used in the SDPS Model .............................................................. 6-10  <br /> <br />LIST OF FIGURES <br />Figure 1-1. Copy of Current Mine Plan Showing the Sunset Mains Pillars in the E Seam ......... 1-2  <br />Figure 1-2. Copy of Current Mine Plan Showing the Proposed Pillar Development in Sunset <br />Mains in the E Seam .................................................................................................. 1-3  <br />Figure 2-1. Copy of Current Mine Plan Showing the Depth of Cover Contours, and Mapped and <br />Inferred Geological Structure in Sunset Mains .......................................................... 2-3  <br />Figure 3-1. Complete Stress-Strain Curves for Indian Coal Specimens Showing Increasing <br />Residual Strength with Increasing w/h Ratio ............................................................. 3-1  <br />Figure 3-2. Cutting Sequence for Outside-Lift Christmas Tree Method ...................................... 3-3  <br />Figure 3-3. Copy of Mine Plan Showing the Travelway Required to Remain Serviceable <br />During and Following Pillar Extraction in Sunset Mains .......................................... 3-4  <br />Figure 4-1. Schematic Illustration of the Tributary Area Loading Concept during Development . 4- <br />4  <br />Figure 4-2. Schematic Illustration of Critical and Supercritical Abutment Loading Concept ..... 4-5  <br />Figure 4-3 . Schematic Illustration of Inferred Redistribution in Abutment Load away from <br />a Gob Edge ................................................................................................................. 4-6  <br />Figure 4.4. Geotechnical Zones used for the Pillar Extraction Assessment in Sunset Mains ...... 4-7  <br />Figure 5-1. Sunset Mains Pillar Extraction Plan Crosscut 20 to Crosscut 29 .............................. 5-2  <br />Figure 5-2. Sunset Mains Pillar Extraction Plan Crosscut 10 to Crosscut 20 .............................. 5-3  <br />Figure 5-3. Sunset Mains Pillar Extraction Plan Crosscut 2 to Crosscut 10 ................................ 5-4  <br />Figure 6-1. LaModel Results for Zone 1 in Sunset Mains ........................................................... 6-4  <br />Figure 6-2. LaModel Results for Zone 2 in Sunset Mains ........................................................... 6-5  <br />Figure 6-3. LaModel Results for Zone 3 in Sunset Mains ........................................................... 6-6  <br />Figure 6.4. LaModel Results for Zone 4 in Sunset Mains ........................................................... 6-7  <br />Figure 6-5. LaModel Results for Zone 5 in Sunset Mains ........................................................... 6-8  <br />Figure 6-6. LaModel Results for Zone 6 in Sunset Mains ........................................................... 6-9  <br />Figure 6-7. SDPS Modeling Results Showing Surface Subsidence Contours Above the <br />Proposed Pillar Extraction in Sunset Mains............................................................. 6-11  <br /> <br /> <br /> <br />