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0 List of Tables (Continued) <br />Page <br />Table 29 Parameters of Column Leach Tests ................................ ............................... ........................2.05 -65 <br />Table 30 Leaching Data for Coal Refuse ...................................... ............................... ........................2.05 -67 <br />Table 31 Results of Chemical Analysis ........................................ ............................... ........................2.05 -70 <br />Table 32 Time Variation of Quality of Effluent from Backfill Channel ...................... ........................2.05 -74 <br />Table 33 Effect of Backfill Quality of Alluvial Groundwater ...... ............................... ........................2.05 -77 <br />List of Figures <br />TR 55 Page v Revised 1 -25 -11 <br />Page <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 ........ ............................... .........................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 ..................... ........................2.05.5d <br />Figure 2c <br />Apache Canyon Airshafts ............................................. ............................... .........................2.05 -8 <br />Figure 2d <br />Substation and Rock Dust System Cut Runoff Routing Detail ...................... .......................2.05 -10c <br />Figure 2e <br />Development Waste Disposal Area Runoff Routing Detail ........................... .......................2.05 -10d <br />Figure 2f <br />Runoff Routing Detail — Bates Portal and Reclamation Area ........................ .......................2.05 -10e <br />Figure 3 <br />Typical Embankment Cross Section .............................. ............................... -12 <br />Figure4 <br />Figure5 <br />........................2.05 <br />Water Flow Sheet ........................................................... ............................... ........................2.05 -13 <br />Pond 001 Design ( TR- 49) ............................................... ............................... .......................2.05 -16a <br />Figure 5a <br />Pond 001 Design ( TR- 49) <br />Figure 5b <br />............................................... ............................... .......................2.05 -16b <br />Layout and cross sections of subsoil storage area <br />Figure 6 <br />Figure 7 <br />. ............................................................... 2.05 -23a <br />Proposed RDA Configuration ........................................ ............................... ........................2.05 -30 <br />RDA Conceptual Fill Configuration <br />Figure 8 <br />.............................. ............................... ........................2.05 -31 <br />RDA Generalized Cross Section .................................... ............................... -32 <br />Figure9 <br />........................2.05 <br />RDA Benched Keyway Cut ........................................... ............................... -33 <br />Figure 10 <br />........................2.05 <br />This Figure Deleted by TR -41 ....................................... ............................... -34 <br />Figure 11 <br />........................2.05 <br />RDA Cross Section A -A' Final Configuration ............... ............................... ........................2.05 -35 <br />Figure 12 <br />This Figure Deleted by TR -41 ....................................... ............................... ........................2.05 -36 <br />Figure 13 <br />Grain Size Distribution, Coal Processing Waste ............ ............................... ........................2.05 -38 <br />Figure 13a <br />Approximate Original Contour Section for the Rock Dust Bin Cut Area ...... .......................2.05 -46b <br />Figure 13b <br />Approximate Original Contour Sections for the Bates Portal Area ............... .......................2.05 -46c <br />Figure 14 <br />Cut Slope Detail with Map 15 References Showing Disturbance Boundary Change ........... 2.05 -46d <br />Figure 14a <br />Bates Portal Slope and Reclamation Area Detail with Map 15 References <br />Figure 15 <br />ShowingDisturbance ...................................................... ............................... .......................2.05 -46e <br />Typical Lower Permanent Seal <br />Figure 15a <br />...................................... ............................... ........................2.05 -52 <br />Piping for Recycling of Slurry ........................................ ............................... -52a <br />Figure16 <br />.......................2.05 <br />Typical Airshaft Seal ..................................................... ............................... ........................2.05 -53 <br />Figure16a <br />Typical Borehole Seal ..................................................... ............................... .......................2.05 -53a <br />Figure 17 <br />Raptor Proof Powerpole Design .................................... ............................... -56 <br />Figure 17a <br />........................2.05 <br />Raptor Proof Pole West Portal Power Line ..................... ............................... .......................2.05 -56a <br />Figure 18 <br />Electrical Conductivity as a Function of Effluent Volume ........................... ........................2.05 -68 <br />TR 55 Page v Revised 1 -25 -11 <br />