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• <br />List of Tables <br />Table H 1 Response of Selected Piezometers During Spring of 1998 and 1999 <br />Table H2 Predicted Future Landslide Movements, Probability of Occurance based on Slope Stability <br />Analysis <br />Table H3 Predicted Future Landslide Movements, Probability of Occurance based on LVC <br />Classifications <br />Table H4 Predicted Future Landslide Movements, Using Bayes' Rule with 1999 Probabilities from <br />Slope Stability and LVC's <br />List of Figures <br />C J <br />Figure H 1 Plan of 1999 Conditions <br />Figure H2 Plan of Proposed 1999-2000 Work <br />Figure H3 Landslide Stratigraphy and Piezometric Levels <br />Figure H4 Cross Section of 1999 Conditions <br />Figure HS Area Geology from Surficial Geology of the Somerset Quadrangle <br />Figure H6 Historic Cumulative Movement of Selected Monitoring Points <br />Figure H7 Time Line of Cortective Measures <br />Figure H8 Landslide Stability Analysis Factor of Safety -Without Pins & Horizontal Trenches (1997 <br />Conditions) <br />Figure H9 Landslide Stability Analysis Factor of Safety -With Pins & without Horizontal Trenches <br />(1998 Conditions) <br />Figure H 10 Landslide Stability Analysis Factor of Safety -With Pins & Horizontal Trenches (1999 <br />Conditions) <br />Figure H 1 I Historic Cumulative Movement on Log-Log Scale for Predicting Future Movement <br />Figure H12 Oct. 1/Sept. 30 Precipitation, Paonia, Colorado 1980-1998 <br />Figure H 13 Stream Discharges in the North Fork of the Gunnison, 1980-1998 Near Somerset, Colorado <br />List of Appendices <br />• <br />Appendix H 1 Groundwater and Limit Equilibrium Slope Stability Models <br />Appendix H2 Surface Movement Monitoring Graphs <br />Appendix H3 Piezometer Water Level Graphs <br />Appendix H4 Inclinometer Graphs <br />Appendix HS Probability Calculations <br />Barr EnOineering Company <br />PCDOCSt20a220ICAK <br />July 31, 7999 <br />Appendix H <br />7999 Addendum to <br />1997199 landslide Corrective Measures Report <br />