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L <br />~J <br />i• <br />13-4 3 Drainage Control Structures <br />13-5 3 Alternate Sediment Control Areas <br />13-6 6 Sediment Pond Spillway Design <br />14-1 5 Reclamation Soils Balances & Areas <br />14-2 5 Stockpile Volumes & Redistribution <br />14-3 5 Temporary Seed Mix <br />14-4 5 Permanent Seed Mix <br />14-5 5 1999 Vegetation Sampling <br />14-6 5 Permanent Seed Mix for 2 West Portals and South Fan <br />14-7 5 RSRDA Borrow Area -Quantity Calculation <br />14-8 5 Permanent Seed Mixture -Lowland and Upland Components <br />14-9 5 Permanent Seed Mixture -North Decline, Fall 1992 (I-Iistorical) <br />14-10 5 Permanent Seed Mixture - CRDA 2 & 3 (Historical) <br />14-11 5 Permanent Seed Mixture - Ute Water Disturbance, 2000 (Historical) <br />14-12 5 Interseeding Seed Mixture - CRDA 2, November 2001 (Historical) <br />14-13 5 Permanent Seed Mixture - (Historical) <br />14-14 5 North Decline Interseeding <br />14-15 5 Salt Tolerant Seed Mix <br />18-1 5 Effluent Limitations for Surface Disturbance <br />18-2 5 Annual Surface Monitoring Parameters Baseline <br />18-3 5 Annual Groundwater Monitoring Pazazneters <br />18-4 5 CRDA-1 Piezometers Critical Target Depths <br />18-5 5 SWGS 08 Flow Rating Chart <br />18-6 5 SWGS 06 Flow Rating Chart <br />19-1 5 Comparison of Percolated Water with the Colorado Primary Drinking Water <br /> Regulations and NPDES Regulations <br />20-1 6' Factors of Safety for Retreat Pillazs <br />20-2 6 Predicted Maximum Vertical Subsidence with Respect to Pillaz Size and Depth <br />20-3 6 Tolerance of Structures to Differential Subsidence <br />20-4 6 Uniaxial Compressive Strength Tests - Cameo C Seam <br />iv <br />(Rev. 12/05) <br />