Laserfiche WebLink
Draft Geotechnical Investigation Report Ms. Deb Miller <br />San Luis Tailings Impoundment Drop Structure Miller Geotechnical Consultants <br />LIST OF FIGURES <br />Figure 1-1 Site Location Map <br />Figure 2-1 Subsurface Investigation Map <br />Figure 2-2 Geologic Cross -Section <br />Figure 4-1 <br />Static Slope Stability Results - Centerline of Drop Structure <br />Figure 4-2 <br />Pseudo -Static Slope Stability Results - Centerline of Drop Structure <br />Figure 4-3 <br />Static Slope Stability Results - Cut Slopes With 2H:1 V Grade <br />Figure 4-4 <br />Pseudo -Static Slope Stability Results - Cut Slopes With 2H: IV Grade <br />Figure 4-5 <br />Static Slope Stability Results - Fill Slopes With 2.5H:1 V Grade <br />Figure 4-6 <br />Pseudo -Static Slope Stability Results - Fill Slopes With 2.5H: IV Grade <br />Figure 4-7 <br />Static Slope Stability Results - Cut Slopes With 2.2H:1 V Grade <br />Figure 4-8 Pseudo -Static Slope Stability Results - Cut Slopes With 2.2H:1 V Grade <br />Figure 4-9 Seepage Analysis Along the Centerline of the Drop Structure <br />LIST OF TABLES <br />Table 4-1 Material Properties for Stability Analyses <br />Table 4-2 Summary of Stability Analyses <br />Table 4-3 Seepage Analysis Parameters <br />Table 4-4 Seepage Analysis Results <br />Table 4-5 Equivalent Fluid Densities for Site Soils <br />December 23, 2015 iii Engineering Analytics, Inc. <br />Rev1. —Jan 5, 2016 <br />