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LIST OF TABLES <br /> (Continued) • <br />Table No. Page <br />17-19 'Values Used and Calculated for Seneca II-W Spoil, Hubberson Gulch, <br /> Watering Trough Gulch, Sage Creek, and Dry Creek Mean Flows and <br /> TDS Levels 50 <br />17-20 Same Day Field Parameter Measurements Taken Along Dry Creek <br /> on October 12, 1990 52 <br />17-21 Premining and Postmining Geomorphic Parameters of Basins <br /> to be Affected by Mining 55 <br />17-22 Pre- and Postmining Drainage Channel Parameters 57 <br />17-23 Subwatersheds and Corresponding Areas and Junctions Used <br /> for Developing SEDIMOT II Input Parameters for Premining Conditions 64 <br />17-24 Subwatersheds and Corresponding Areas and Junctions Used <br /> for Developing SEDIMOT II Input Parameters for Postmining Conditions 65 <br />17-25 Peak Discharge, Runoff Volume, Peak Sediment Concentration <br /> and Sediment Yield Calculated Using SEDIMOT II for the <br /> 005 and 008 Gulch Watersheds 68 <br />17-26 SEDIMOT II Input Parameters Used for Modeling Pre- and <br /> Postmining Conditions in the 005 Gulch Basin 70 <br />17-27 SEDIMOT II Input Parameters Used for Modeling Pre- and <br /> Postmining Conditions in the 006 Gulch Basin 72 <br />17-28 Comparison of Same Day Discharge Measurements Conducted <br /> at Si[e SG1 (006 Gulch) and Site FG1 (Hubberson Gulch) 75 <br />17-29 Summary of Probable Hydrologic Consequences of the <br /> Life-of-Mine Mining Plans for the Seneca II-W Mine II-W South Area 78 <br />17-30 Summary of Aquifer Characteristics 87 <br />17-31 Annual Pit Inflow Volumes for Wedge Overburden and Wedge 69 <br />17-32 Pit Pumpage Rates and Estimated Drawdown Distances for <br /> Wedge Overburden Aquifer and Wedge Coal Aquifer 91 <br />17-33 Acid Base Potential of Overburden Cores 95 <br />17-34 Summary of Seneca 11-W and Seneca II-W South Overburden <br /> Core with Acidic Paste pH Values 97 <br />17-35 Summary of Particle Size Disbributions of Seneca II-W and <br /> Seneca II-W South Core Samples 99 <br />r~ <br />~J <br />iv Revised 9/96 <br />