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• <br />List of Tables (Continued) <br />List of Figures <br />• <br />Paee <br />Table 29 <br />Parameters of Column Leach Tests ....................................................... ............................... <br />2.05 -65 <br />Table 30 <br />Leaching Data for Coal Refuse ............................................................. ............................... <br />2.05 -67 <br />Table 31 <br />Results of Chemical Analysis ............................................................... ............................... <br />2.05 -70 <br />Table 32 <br />Time Variation of Quality of Effluent from Backfill Channel .............. ............................... <br />2.05 -74 <br />Table 33 <br />Effect of Backfill Quality of Alluvial Groundwater .............................. ............................... <br />2.05 -77 <br />List of Figures <br />• <br />TR 54 <br />Page v <br />Revised 1 -3 -11 <br />Paee <br />Figure 1 <br />Generalized Stratigraphic Section of the Permit Area ........................... ............................... <br />2.04 -10a <br />Figure 2 <br />Regional Map Showing Location of Project Area ................................. ............................... <br />2.04 -6 <br />Figure 2a <br />Water Distribution Typical Vault Construction Detail ........................ ........................2.05.5b <br />Figure 2b <br />Typical Concrete Encased Electrical Duct Bank Construction ............. ............................... <br />2.05.5d <br />Figure 2c <br />Apache Canyon Airshafts ...................................................................... ............................... <br />2.05 -8 <br />Figure 2d <br />Substation and Rock Dust System Cut Runoff Routing Detail ............. ............................... <br />2.05 -10b <br />Figure 3 <br />Typical Embankment Cross Section ..................................................... ............................... <br />2.05 -12 <br />Figure4 <br />Water Flow Sheet .................................................................................. ............................... <br />2.05 -13 <br />Figure 5 <br />Pond 001 Design (TR -49) ..................................................................... ............................... <br />2.05 -16a <br />Figure 5a <br />Pond 001 Design (TR -49) ..................................................................... ............................... <br />2.05 -16b <br />Figure 6 <br />Proposed RDA Configuration ............................................................... ............................... <br />2.05 -30 <br />Figure 7 <br />RDA Conceptual Fill Configuration ..................................................... ............................... <br />2.05 -31 <br />Figure 8 <br />RDA Generalized Cross Section ........................................................... ............................... <br />2.05 -32 <br />Figure 9 <br />RDA Benched Keyway Cut .................................................................. ............................... <br />2.05 -33 <br />Figure 10 <br />This Figure Deleted by TR-41 .............................................................. ............................... <br />2.05 -34 <br />Figure 11 <br />RDA Cross Section A -A' Final Configuration ...................................... ............................... <br />2.05 -35 <br />Figure 12 <br />This Figure Deleted by TR-41 .............................................................. ............................... <br />2.05 -36 <br />Figure 13 <br />Grain Size Distribution, Coal Processing Waste ................................... ............................... <br />2.05 -38 <br />Figure 13a <br />Approximate Original Contour Section for the Rock Dust Bin Cut Area ............................ <br />2.05 -46b <br />Figure 14 <br />Cut Slope Detail with Map 15 References Showing Disturbance Boundary Change .......... <br />2.05 -46c <br />Figure 15 <br />Typical Lower Permanent Seal ............................................................. ............................... <br />2.05 -52 <br />Figure 15a <br />Piping for Recycling of Slurry .............................................................. ............................... <br />2.05 -52a <br />Figure 16 <br />Typical Airshaft Seal ............................................................................. ............................... <br />2.05 -53 <br />Figure16a <br />Typical Borehole Seal ........................................................................... ............................... <br />2.05 -53a <br />Figure 17 <br />Raptor Proof Powerpole Design ............................................................ ............................... <br />2.05 -56 <br />Figure 18 <br />Electrical Conductivity as a Function of Effluent Volume ................... ............................... <br />2.05 -68 <br />TR 54 <br />Page v <br />Revised 1 -3 -11 <br />