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TABLE OF CONTENTS <br /> <br />Topsoil and Subsoil Cross-Sections <br />Figure L W P-007 .............................. _................... <br />F i gure L W P-008 .............................. _................... <br />.........._ ...................Appendix D <br />.........._ ...................Appendix D <br /> <br />Boring Logs <br />._ ............................_.....Appendix E <br />Piezometer Installation Logs .............................._............................_............................_...........Appendix F <br />Soil Gradation .............................._............................_............................_............................_.. Appendix G <br />Leachate Testing Results .............................._............................_............................_................Appendix H <br />Existing Water Quality of the North Fork .............................._............................_.......................Appendix I <br />Baseline Well Qualin-Data .............................._............................_............................_......4p~endix I <br />Typical Cross-Sectionof the Underdrains <br />Figure L W P-009 .............................._........ <br />Critical Cross Sections and Slope Stability Computations <br />Figure LWP-01 I .............................._............................_............ <br />Figure LWP-012 .............................._............................_............ <br />Figure LWP-013 .............................._............................_............ <br />Figure 3.0 .............................._............................_...................... <br />Figure 4.0 .............................._............................._....................... <br />Refuse Shear Test Gradations .............................._....................... <br />Sediment Control Pond <br />Figure LWP-014 .............................._............................_ <br />Diversion Berm, Design Verification Letter ..................... <br />Surface Runoff Calculations-Phase V ............................. <br />Realignmentof Sylvester Gulch Road <br />Figure LWP-015 .............................._............................_... <br />Figure LWP-01 SA .............................._............................_ <br />Figure LWP-016 .............................._............................._... <br />Figure LWP-019 .............................._............................_... <br />Access Roads <br />.Appendix) <br />............._...................Appendix K <br />............._...................Appendix K <br />............._...................Appendix K <br />.._ ............................_Appendix K <br />.._ ............................_Appendix K <br />.._ .............................. Appendix K <br />......._ ....................Appendix L <br />..................._........Appendix L <br />..........._ ................Appendix L <br />......._ ...................Appendix M <br />.........._ ................Appendix M <br />......._ ...................Appendix M <br />......._ ...................Appendix M <br />Figure LWP-017 .............................._............................_............................_...................AppendixN <br />Figure LWP-018 .............................._............................_............................_...................Appendix N <br />Stability Monitoring <br />Figure LWP-020 .............................._............................_............................_...................Appendix0 <br /> <br />