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FIGURE NO. <br />TITLE PAGE NO. <br />1A <br />Buildings Within 1,000' of Loadout Boundary - ,2.03 <br />-24- <br />1 <br />General Location .. ..............................2 <br />2 <br />Geologic Structural Setting .....................2.04.6 <br />-3 <br />3 <br />General Stratigraphic Sequence ..... ............ <br />2.04.6-6 <br />4 <br />Monitoring Well Water Levels ....................2.04.7 <br />-7 <br />5 <br />Regional Groundwater Flow Patterns ..............2.04.7 <br />-11 <br />6 <br />Trilinear Diagram - Mine Area Groundwater ......2.04.7 <br />-19 <br />7 <br />Newlin Creek Flow Hydrograph ....................2.04.7 <br />-30 <br />8 <br />Oak Creek Flow Hydrograph . ......................2.04.7 <br />-32 <br />9 <br />Newlin Creek Flow Rate vs TDS and TSS ........... <br />2.04.7-38 <br />10 <br />Trilinear Diagram - Newlin Creek... ..... ....... <br />2.04.7-40 <br />11 <br />Oak Creek Flow Rate vs TDS and TSS ..............2.04.7 <br />-43 <br />12 <br />Trilinear Diagram - Oak Creek.. .... ............ <br />2.04.7-44 <br />13 <br />Wind Direction and Velocity Summary .............2.04.8 <br />-6 <br />14 <br />Five Entry Main/Sub-Main System .................2.05.3 <br />-6 <br />15 <br />Seven Entry Main System .. .......................2.05.3 <br />-7 <br />16 <br />Typical Panel Development ....... ............... <br />2.05.3-9 <br />17 <br />Preparation Plant Flow Sheet ....................2.05.3 <br />-15 <br />18 <br />Mine Portals ................ ................... <br />2.05.3-20 <br />19 <br />Mine Water Treatment Facility Schematic ......... <br />2.05.3-43 <br />20 <br />Typical Power Pole Configuration ................2.05.3 <br />-52 <br />21 <br />(Figure 21 removed per Minor Revision No.55, August 2007) <br />22 <br />Maximum Subsidence/Subsidence History .......... 2.05.6-62 <br />23 <br />Typical Haul Road Cross Sections.. ............. <br />4.03-4 <br />