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TABLE OF CONTENTS <br />(Continued) <br />4.1.2 Piezometric Conditions <br />4.1.3 Analysis Results <br />4.2 EVALUATION OF GENERAL EMBANKMENT INTEGRITY <br />4.2.1 Fine Grain to Coarser Grain or Exit <br />Particle Movement <br />4.2.2 Gradient Analysis <br />4.2.3 Dispersive Piping <br />5.0 CONCLUSIONS AND RECOMMENDATIONS <br />5.1 GENERAL CONCLUSIONS <br />5.2 REMEDIAL MEASURES <br />5.2.1 Stability increase <br />5.2.2 Seepage Curtailment <br />5.2.3 Seepage Control <br />5.2.4 Remedial Measure Details <br />5.3 MONITORING PROGRAM <br />LIST OF REFERENCES <br />TABLES <br />FIGURES <br />APPENDIX A - BORING LOGS <br />APPENDIX B - PIEZOMETER INSTALLATION SKETCHES <br />0 <br />PAGE <br />4-5 <br />4-5 <br />4-7 <br />4-8 <br />4-9 <br />4-10 <br />5-1 <br />5-1 <br />5-1 <br />5-2 <br />5-2 <br />5-2 <br />5-3 <br />5-5 <br />