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Consulting Engineers and Geologists <br />FIGURES <br />Figure <br />Page <br />1. Vicinity Map Showing Project Location 14 <br />2. Stratigraphic Column Describing Site Geologic 15 <br />Conditions <br />3. Test Hole Location Plan Indicating Locations of 16 <br />Drill Holes and Packer Tests <br />4. Logs of Test Hales Describing Lithology of 17 <br /> Embankment and Adjacent Drainage <br />5. Profile A-A' of Haul Road Embankment No. 1 18 <br /> Showing Maximum Water Levels for 10, 25, and <br /> 100 Year Flood Stages <br />6. Histogram of Standard Penetration Tests 19 <br /> Indicating Distribution of Field Test Results <br />7. Correlation Chart for Sampler Driving Resistance 20 <br /> Versus Relative Density for Cohesionless Soils <br />8. Correlation Chart for Sampler Driving Resistance 21 <br /> Versus Consistancy for Cohesive Soils <br />9. Best Fit Data Representation for Cohesive Soil 22 <br /> Samples Graphed by means of Linear Regression <br /> Analysis <br />10. Best Fit Data Representation for Cohesionless Soil 23 <br /> Samples by means of Linear Regression Analysis <br />11. Computer Derived Steady State Seepage Failure 24 <br /> Surface Under 100 Year, 24 Hour, Maximum Flood <br /> Stage <br />-13- <br />