Laserfiche WebLink
7.0 LIMITATIONS 16 <br />8.0 REFERENCES 17 <br />Tables <br />TABLE OF CONTENTS <br />Table - <br />Summary of Shear Strength Parameters 7 <br />(Continued) <br />Summary of Slope Stability Analysis Results 13 <br />Figures <br />Page <br />5.3 <br />ANALYSIS RESULTS <br />12 <br />5.3.1 Static Conditions <br />12 <br />Site Plan and Boring Locations <br />5.3.2 Seismic Conditions <br />12 <br />6.0 CONCLUSIONS AND RECOMMENDATIONS <br />14 <br />6.1 <br />MAXIMUM PROBABLE EARTHQUAKE <br />14 <br />6.2 <br />LIQUEFACTION POTENTIAL <br />14 <br />6.3 <br />SLOPE STABILITY <br />14 <br />- Boring Logs <br />6.3.1 Static Conditions <br />14 <br />Appendix C <br />6.3.2 Seismic Conditions <br />14 <br />6.4 <br />FINAL COVER ANALYSIS <br />14 <br />7.0 LIMITATIONS 16 <br />8.0 REFERENCES 17 <br />Tables <br />Table - <br />Summary of Shear Strength Parameters 7 <br />Table 2 - <br />Summary of Slope Stability Analysis Results 13 <br />Figures <br />Figure 1 - <br />Site Development Plan and Cross Section Locations <br />Figure 2 - <br />Excavation and Fill Sequence Plan and Cross Section <br />Locations <br />Figure 3 - <br />Site Plan and Boring Locations <br />Figure 4 - <br />Shear Strength of Refuse Fill <br />Figure 5 - <br />Newmark Displacement Graph <br />Figure 6 - <br />Final Grading Cross Section Al -Al <br />Figure 7 - <br />Maximum Cut Slope Cross Section A2 -A2 <br />Figure 8 - <br />3 To 1 Refuse Moving Face Slope Cross Section A3 -A3 <br />Appendixes <br />Appendix A <br />- Boring Logs <br />Appendix B <br />- Laboratory Data <br />Appendix C <br />- Seismic Study <br />