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HazeltinelRoad Runners Rest II/Brinkmann-Woodward Gravel Pits Lining Project -Design Technical Memorandum <br />Denver Water <br />August 2003 <br />Section 7 -References 26 <br />List of Tables <br />Table 3.1 Representative Cross Sections and Applicable Stationing <br />Table 3.2 Summary of Material Properties for Slope Stability Analysis <br />Table 3.3 Stability Analysis Safety Factors and Minimum Slope Offset Distance <br />Table 4.1 Cross Section Locations <br />Table 4.2 Summary of Selected Rock Mass Hydraulic Conductivities <br />Table 4.3 Summary of Seepage Analyses Results <br />Table 4.4 Bedrock Penetration Summary <br />Table 4.5 Soil-Bentonite Cutoff Wall Design fro Target FOS of 1.5 for Seepage <br />List of Figures <br />Figure 1.1 Vicinity Map <br />Figure 3.1 Typical Section of Stability Safe Zone <br />Figure 3.2 Soil-Bentonite Cutoff Wall Alignment and Locations of Stabilization Fitl <br />Figure 3.3 Typical Slope Stability Section, 35-Foot-High <br />Figure 3.4 Typical Slope Stability Section, 55-Foot-High <br />Figure 4.1 Locations of Cross Sections for Seepage Analyses <br />Figure 4.2 Seepage Analyses -Cross Section 1 <br />Figure 4.3 Seepage Analyses -Cross Section 2 <br />Figure 4.4 Seepage Analyses -Cross Section 3 <br />Figure 4.5 Seepage Analyses -Cross Section 4 <br />Figure 4.6 Seepage Analyses -Cross Section 5 <br />Figure 4.7 Seepage Analyses -Cross Section 6 <br />List of Appendices <br />Appendix A Stal <br />Appendix B <br />Appendix B.1 <br />Appendix B.2 <br />Appendix B.3 <br />Appendix C <br />>ility Analyses <br />Seepage Analyses <br />Bedrock Layers for Seepage Analysis <br />Mass Balance Spreadsheets <br />Seepage Analyses Computer Output <br />Construction Drawings -Plan and Profile Sheets <br />GEI Consultants, Inc. ii 0308003-07-311A-Hazeltine Design TM <br />