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<br />List of Tables <br />Table Jl Response of Selected Piezometers During Spring of 1998, 1999, 2000, and 2001 <br />Table J2 Predicted Future Landslide Movements, Probability of Occurrence based on Slope Stability <br />Analysis <br />Table J3 Predicted Future Landslide Movements, Probability of Occurrence based on LVC <br />Classifications <br />Table J4 Predicted Future Landslide Movements, Using Bayes' Rule with 2001 Probabilities from <br />Slope Stability and LVC's <br />List of Figures <br />Figure J1 Historic Cumulative Movement of Selected Monitoring Points <br />Figure J2 Landslide Stability Analysis Fac[or of Safety - 2001 Conditions <br />Figure J3 Historic Curoulative Movement on Log-Log Scale for Predicting Future Movt ment <br />Figure J4 Oct. 1/Sept. 30 Precipitation, Paonia, Colorado 1980-2000 <br />Figure JS SVeam Discharges in the North Fork of the Gunnison, 1980-2001 Near Somerset, Colorado <br />List of Appendices <br />• Appendix JI Surface Movement Monitoring Graphs <br />Appendix J2 Piezometer Water Level Graphs <br />Appendix J3 Inclinometer Graphs <br />Appendix J4 Probability Calculations <br />r1 <br />L J <br />Barr Engineering Company <br />PCDOCSt230503lCAK <br />December 15, 2000 <br />Appendla< J <br />2001 Addendum to <br />1997N5 landellde Corrective Meaeuree Report <br />