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Draft Environmental Impact Statement/Subsidence <br />TABLE OF CONTENTS <br />Page No. <br />1.0 INTRODUCTION ....................................................................................................C-1 <br />2.0 DEFINITION OF TERMS AND SYMBOLS .......................................................... ..C-1 <br />3.0 GENERAL MINING INFORMATION ................................................................... ..C-3 <br /> 3.1 Panel Design ........................................................................................... ..C-3 <br /> 3.2 Gateroad Pillar Configuration and Design ................................................ ..C-4 <br /> 3.3 Previous Mining ........................................................................................ ..C-5 <br /> 3.4 Multiple Seam Mining ............................................................................... ..C-8 <br /> 3.5 Compression Arches and Load Transfer .................................................. ..C-8 <br />4.0 GEOLOGIC FACTORS INFLUENCING SUBSIDENCE ..................................... C-11 <br /> 4.1 Structure ................................................................................................... C-11 <br /> 4.2 Lithologic Factors Affecting Subsidence ................................................... C-14 <br /> 4.3 Lithology and Angle of Draw ..................................................................... C-16 <br />5.0 TOPOGRAPHIC FACTORS AFFECTING SUBSIDENCE .................................. C-16 <br /> 5.1 Rugged Terrain ......................................................................................... C-16 <br /> 5.2 Variable Overburden Thickness ............................................................... C-19 <br />6.0 SUBSIDENCE ESTIMATION OVER CAMEO SEAM LONGWALL PANELS, <br /> RED CLIFF MINE, PROJECT AREA .................................................................. C-21 <br /> 6.1 Subsidence Zones .................................................................................... C-22 <br /> 6.1.1 Caved Zone ............................................................................... C-22 <br /> 6.1.2 Fractured Zone .......................................................................... C-23 <br /> 6.1.3 Continuous Deformation Zone ................................................... C-25 <br /> 6.1.4 Near-Surface Zone .................................................................... C-25 <br />7.0 PREDICTED SUBSIDENCE OVER THE RED CLIFF MINE PROJECT AREA.. C-27 <br /> 7.1 Maximum Vertical Subsidence (Smax) ....................................................... C-27 <br /> 7.2 Maximum Horizontal Strain ...................................................................... C-32 <br /> 7.3 Maximum Tilt (G) ...................................................................................... C-34 <br /> 7.4 Angle of Draw ........................................................................................... C-36 <br /> 7.5 Break Angle .............................................................................................. C-36 <br /> 7.6 Rate and Duration of Subsidence ............................................................. C-38 <br />8.0 IMPACTS OF SUBSIDENCE ON STRUCTURALLY SENSITIVE AREAS......... C-39 <br /> 8.1 Longwall Mining in Geologic Hazard Areas of Landslides, Rockfalls, <br /> and Unstable Slopes ................................................................................ C-39 <br /> 8.2 Mining Beneath Stream Courses .............................................................. C-40 <br />9.0 SURFACE SUBSIDENCE MONITORING ........................................................... C-41 <br />10.0 REFERENCES ..................................................................................................... C-42 <br />11.0 FIGURES ............................................................................................................. C-44 <br />APPENDIX A RECOMMENDED STRUCTURE LIMITS FOR SUBSIDENCE <br />INDUCED STRAIN AND TILT <br />DBMS 290 <br />