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2024-01-22_PERMIT FILE - C1980007A (6)
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2024-01-22_PERMIT FILE - C1980007A (6)
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Last modified
7/30/2024 10:25:39 AM
Creation date
2/15/2024 8:10:34 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
1/22/2024
Doc Name
Exhibit 84 Geotechnical Assessment for Pillar Extraction in Sunset South Mains
Section_Exhibit Name
Exhibit 84 Geotechnical Assessment for Pillar Extraction in Sunset South Mains
Media Type
D
Archive
Yes
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December 27, 2023 Page ii <br />Agapito Associates, Inc. <br />LIST OF TABLES <br />Table 4-1. Input Parameters Used for the Existing Pillars in Sunset Mains South ..................... 4-8 <br />Table 4-2. Summary of the Stability for the Existing Pillars in Sunset Mains South ................. 4-8 <br />Table 5-1. Summary of the Stability for the Pillars in Sunset Mains South 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 .............................................................. 6-11 <br /> <br />LIST OF FIGURES <br />Figure 1-1. Copy of Current Mine Plan Showing the Sunset Mains South Pillars in the E Seam 1-2 <br />Figure 2-1. Copy of Current Mine Plan Showing the Depth of Cover Contours, and Mapped <br />and Inferred Geological Structure in Sunset Mains South......................................... 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 South................................ 3-4 <br />Figure 4-1. Schematic Illustration of the Tributary Area Loading Concept during <br />Development .............................................................................................................. 4-4 <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 <br />Mains South ............................................................................................................... 4-7 <br />Figure 5-1. Sunset Mains South Pillar Extraction Plan Crosscut 21 to Crosscut 30 .................... 5-2 <br />Figure 5-2. Sunset Mains South Pillar Extraction Plan Crosscut 13 to Crosscut 21 .................... 5-3 <br />Figure 5-3. Sunset Mains South Pillar Extraction Plan Crosscut 3 to Crosscut 13 ...................... 5-4 <br />Figure 6-1. LaModel Results for Zone 1 in Sunset Mains South ................................................. 6-4 <br />Figure 6-2. LaModel Results for Zone 2 in Sunset Mains South ................................................. 6-5 <br />Figure 6-3. LaModel Results for Zone 3 in Sunset Mains South ................................................. 6-6 <br />Figure 6.4. LaModel Results for Zone 4 in Sunset Mains South ................................................. 6-7 <br />Figure 6-5. LaModel Results for Zone 5 in Sunset Mains South ................................................. 6-8 <br />Figure 6-6. LaModel Results for Zone 6 in Sunset Mains South ................................................. 6-9 <br />Figure 6-7. LaModel Results for Zone 7 in Sunset Mains South ............................................... 6-10 <br />Figure 6-8. SDPS Modeling Results Showing Surface Subsidence Contours Above the Proposed <br />Pillar Extraction in Sunset Mains South .................................................................. 6-12 <br /> <br /> <br /> <br />
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