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• TABLE OF CONTENTS (Continued) Figure 2.05.3-16 Typical Ditch Cross Section ............................................................. .....2.05-32 Figure 2.05.3-17 Typical Blasting Sequence ............................................................... .....2.05-38 Figure 2.05.3-18 Cross Section in Jeff Canyon Coal Processing Waste Bank ............ ...2.05-40b Figure 2.05.4-1 Cross Section 6 + 20 ......................................................................... .....2.05-41 Figure 2.05.4-2 Cross Section 9 + 85 ......................................................................... .....2.05-42 Figure 2.05.4-3 Cross Section l3 + ] 5 ....................................................................... .....2.05-43 Figure 2.05.4-4 Cross Section 16+20 ....................................................................... .....2.05-44 Figure 2.05.4-5 Cross Section 20 + 55 ....................................................................... .....2.05-45 Figure 2.05.4-6 Cross Section 23 + 90 ....................................................................... ...2.05-45a Figure 2.05.4-7 Cross Section 26 + 30 ........................................................................ ....2.05-46 Figure 2.05.4-8 Cross Section 28 + 95 ........................................................................ ....2.05-47 Figure 2.05.4-9 Cross Section 32 + 95 ........................................................................ ....2.05-48 Figure 2.05.4-10 Cross Section 37 + 20 ........................................................................ ....2.05-49 Figure 2.05.4-11 Cross Section 41 + 10 ........................................................................ ....2.05-50 Figure 2.05.4-12 Cross Section 43 + 50 ........................................................................ ....2.05-51 Figure 2.05.4-13 Cross Section 46 + 60 ........................................................................ ....2.05-52 Figure 2.05.4-14 Cross Section 50 + 25 ........................................................................ ....2.05-53 Figure 2.05.4-15 Cross Section 55 +40 ........................................................................ ....2.05-54 Figure 2.05.4-16 Cross Section 58 + 80 ........................................................................ .2.05-54A Figure 2.05.4-14a Cross Section 2-1, 4-1, 4-2 ................................................................ ..2.05-54a • Figure 2.05.4-14b Cross Sections 4-3, 5-1, 6-l .............................................................. ..2.05-54b Figure 2.05.4-14c Cross Sections 7-l, 7-2, 8-1 .............................................................. ..2.05-54c Figure 2.05.4-14d Jeff Canyon Surface Mine-Post Mining Fill Area 1 .......................... ..2.05-54d Figure 2.05.4-14e Jeff Canyon Surface Mine-Post Mining Fill Area 2 .......................... ..2.05-54e Figure 2.05.4-14f Jeff Canyon Surface Mine-Post Mining Fill Area 3 .......................... ...2.05-54f Figure 2.05.4-14g Jeff Canyon Surface Mine-Post Mining Fill Area 4 .......................... ..2.05-54g Figure 2.05.4-14h Jeff Canyon Surface Mine-Post Mining Fill Area 5 ...:...................... ..2.05-54h Figure 2.05.4-14i Jeff Canyon Surface Mine-Post Mining Fill Area 6 .......................... ...2.05-54i Figure 2.05.4-14j Jeff Canyon Surface Mine-Post Mining Fiil Area 7 .......................... ...2.05-54j Figure 2.05.4-14k Jeff Canyon Surface Mine-Post Mining Fill Area 8 .......................... ..2.05-54k Figure 2.05.4-141 Jeff Canyon Surface Mine-Post Mining Fill Area 9 .......................... ...2.05-541 Figure 2.05.4-19 Design of Typical Contour Furrow ................................................... ....2.05-b4 Figure 2.05.4-19a Surface Mine Post-Mining Topography Shrub Plan ......................... ..2.05-66c Figure 2.06-1 Drawing of Existing Lorencito Bridge with Modifications ............... ....2.06-3a Figure 3.02.2-1 Reclamation Bond Calculation Model .............................................. .........3-22 Figure 3.02.2-2 Bond Calculation Model .................................................................... .........3-23 Tables Table 2.03.10-1 Permits and Licenses .......................................................... .....................2.03-8 Table 2.04.3-1 Acreage of Land Uses to Be Affected ................................ .....................2.04-1 Table 2.04.7-1 Drainage Characteristics ..................................................... ...................2.04-26 Table 2.04.7-2 Surface Station Baseline Flow Data (CFS) ........................ ...................2.04-28 • Table 2.04.7-3 Spring Sites Baseline Flow Data (GPM) ............................ ...................2.04-29 Table 2.04.7-4 Water Rights Within One Mile of Permit Area .................. ...................2.04-33 ix (revised 5-1-02)