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Wild Horse Reservoir Project West Test Quarry DRMS 111 Application <br /> 9. EXHIBIT I: Proof of Filing with County Clerk 59 <br /> 10. EXHIBIT J: Proof of Mailing of Notices to Board of County Commissioners and Conservation District60 <br /> 11. EXHIBIT K: Terms of Government Contract 61 <br /> 12. EXHIBIT L: Permanent Man-Made Structures 62 <br /> 13. RULE 6.5—Geotechnical Stability Exhibit 63 <br /> 13.1 Geology 63 <br /> 13.2 Geotechnical Investigation 63 <br /> 13.3 Water Level Measurements 64 <br /> 13.4 Geotechnical Laboratory Testing 66 <br /> 13.4.1 Density 66 <br /> 13.4.2 Unconfined Compressive Strength 66 <br /> 13.5 Geotechnical Analysis 67 <br /> 13.5.1 Field Measurements 67 <br /> 13.5.2 Rock Mass Rating 68 <br /> 13.6 Slope Stability Analysis 69 <br /> 13.6.1 Seismic Design Criteria 69 <br /> 13.6.2 Slope Stability Modeling 70 <br /> 14. References 73 <br /> List of Tables <br /> Table 3-1: Dimensions of Investigation Items 12 <br /> Table 3-2: Details, Elevations, and Groundwater Readings for Boreholes Near West Test Quarry Area 14 <br /> Table 3-3: Summary of Total Rough Order of Magnitude Material Quantities for Selected Dam Type <br /> Scenario 17 <br /> Table 4-1: Seed Mix and Application Rate 21 <br /> Table 4-2:Opinion of Probable Costs for Reclamation Efforts 24 <br /> Table 4-2: Opinion of Probable Costs for Efforts Outside of Permit Boundary 25 <br /> Table 13-1: Northwest Quarry Drilling Summary 63 <br /> Table 13-2: Details, Elevations, and Groundwater Readings for Boreholes Near West Test Quarry Area 65 <br /> Table 13-3: Representative Rock Quarry Laboratory Density Results 66 <br /> Table 13-4: Representative Rock Quarry Laboratory UCS Results 67 <br /> Table 13-5: GeoStudio Slope/W Input Hoek-Brown Parameters 69 <br /> Table 13-6: Recommended Minimum Factors of Safety for Slope Stability for Operations and <br /> Reclamation of Critical Structures (DRMS) 69 <br /> Table 13-7: Slope Stability Modeling Results 70 <br /> TETRA TECH May 2024 <i <br />