PERMFILE128853

• Permit No: C1981012A
• IBM Index Class Name: Permit File
• Doc Date: 3/6/2007
• Section_Exhibit Name: Section 1.0 Table of Contents
• Media Type: D
• Archive: Yes

List of Tables
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Page
Table 29 Parameters of Column Leach Tests ............ . .......................... 2.05-65
Table 30 Leaching Data for Coal Refuse ............................................. 2.05-67
Table 31 Results of Chemical Analysis ............................................. 2.05-70
Table 32 Time Variation of Quality of Effluent from Backfill Channel.......... 2.05-74
Table 33 Effect of Backfill on Quality of Alluvial Groundwater ........ 2.05-77
List of Figures

Figure 1 Generalized Stratigraphic Section of the Permit Area .................. .. 2.04-10a
Figure 2 Regional Map Showing Location of Project Area ....................... ..2.04-6
Figure 3 Typical Embankment Cross Section ..................................... 2.05-12
Figure 4 Water Flow Sheet ................................................................................ ...2.05-13
Figure 5 Pond 001 Design (TR-49) .................................................. ...2.05-16a
(Earlier Figure 5 Deleted by TR-41)
Figure Sa Pond 001 Emergency Spillway Design Cross-section ................. ...2.05-16b
Figute 6 Proposed RDA Configuration .............................................. .. 2.05-30
Figure 7 RDA Conceptual FiII Configuration ....................................... .. 2.05-31
Figure 8 RDA Generalized Cross Section .......................................... .. 2.05-32
Figure 9 RDA Benched Keyway Cut ................................................ ....2.05-33
Figure 10 This Figure Deleted by TR-41 ............................................. ....2.05-34
Figure 11 RDA Cross Section A-A' Final Configuration ............................. 2.05-35
Figure 12 This Figure Deleted by TR-41 .................................................2.05-36
Figure 13 Grain Size Distribution, Coal Processing Waste ..................... ... 2.05-38
Figure 14 This Figure Deleted by TR-41 ................................................ 2.05-40
Figure I S Typical Lower Permanent Seal ............................................... 2.05-52
Figure 15A Piping for Recycling Qf Slurry ................................................ .2,05-52A
Figure 16 Typicai Borehole Seal ......................................................... 2.05-53
Figure 17 Raptor Proof Powerpole Design ..............................................................2.05-56
Figure 18 Electrical Conductivity as a Function of Effluent Volume ............... 2.05-68
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TR-49 v (Revised 02/14/07)