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• VOLUME IX <br />COAL MINE WASTE DISPOSAL AREA NO. 2 <br />Introduction........................................................................................ ..............................1 <br />GeneralPlan ...................................................................................... ..............................2 <br />DetailedDesign ................................................................................. ..............................3 <br />Construction....................................................................................... ..............................4 <br />WaterControl Measures ..................................................................... ..............................5 <br />SedimentationPond ......................................................,,................... ..............................7 <br />Placementand Compaction ............................................................... ..............................9 <br />Inspection......................................................................................... .............................10 <br />Reclamation...................................................................................... .............................11 <br />• Stability Analysis ............................................................................... .............................13 <br />• Buckhorn Geotech — Revised Stability Evaluations dated May 18, 2009 <br />• Buckhorn Geotech — Revised Stability Evaluations.dated September 22, 2008 <br />• Buckhorn Geotech — Geotechnical Report dated February 1, 2007 <br />• Lambert & Associates — Geotechnical Engineering Study dated March 17, 2005 <br />• Lambert & Associates — Geotechnical Engineering Study dated January 13, 2005 <br />• Lambert & Associates — Geotechnical Engineering Study dated November 10, 2003 <br />Appendix A Material Balance <br />Appendix B Protection of the Hydrologic Balance <br />Appendix C Reclamation Estimate <br />Figure 1 Coal Mine Waste Disposal Area <br />Figure 2 Drainage Plans <br />Figure 3 Pond F Detail <br />• PR -12 A <br />02/10 <br />