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Wild Horse Reservoir Project West Test Quarry DRMS 111 Application <br /> List of Figures <br /> Figure 3-1: Proposed Potential Crushing Layout 16 <br /> Figure 13-1: Procedure for Measurement for Calculation of Rock Quality Designation 68 <br /> Figure 13-2: Static Factor of Safety for Maximum Section Using a Circular Failure Plane 71 <br /> Figure 13-3: Psuedostatic Factor of Safety for Maximum Section Using a Circular Failure Plane 71 <br /> Figure 13-4: Static Factor of Safety for Maximum Section Using a Block Failure Plane 72 <br /> Figure 13-5: Psuedostatic Factor of Safety for Maximum Section Using a Block Failure Plane 72 <br /> APPENDICES <br /> APPENDIX A: Geotechnical Stability Exhibit <br /> TETRA TECH May 2024 iii <br />