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<br />TABLE OF CONTENTS <br />SECTION <br />PAGE <br />1.0 INTRODUCTION ............................................ 1 <br />2.0 SITE CONDITIONS ........................................... 2 <br />2.1 SURFACE CONDITIONS ................................... 2 <br />2.2 SUBSURFACE CONDITIONS ................................ 3 <br />3.0 DESIGN PARAMETERS ........................................ 5 <br />4.0 DESIGN ASPECTS ........................................... 6 <br />4.1 CONSTRUCTION ........................................ 6 <br />4.1.1 General ......................................... 6 <br />4.1.2 Underdrain System .................................. 7 <br />4.1.3 Haul Roads ....................................... 8 <br />4.1.4 Sediment Pond Access Road .......................... 10 <br />4.1 .5 Runoff Control Ditches .............................. 10 <br />4.1.6 Material Balance .................................. 12 <br />4.2 SEDIMENT POND ...................................... 13 <br />4.2.1 Hydrology ....................................... 13 <br />• 4.2.2 Sediment Yield ............................... • ... 14 <br />4.2.3 Estimated Sediment Pond Volumes 16 <br />4.2.4 Sediment Pond Wall ................................ 16 <br />4.2.5 Sediment Pond Dewatering ........................... 17 <br />4.2.6 Maintenance ..................................... 18 <br />4,3 SLOPE STABILITY ...................................... 19 <br />4.3.1 Groundwater Conditions ............................. 19 <br />4.3.2 Material Properties ................................. 19 <br />4.3.3 Results ......................................... 21 <br />5.0 RECLAMATION ............................................ 22 <br /> <br />6.0 USE OF THIS REPORT ....................................... 23 <br />7.0 REFERENCES ............................................. 24 <br />95256/1424.RPT Coel Mine Weate Bank Deeipn for the Sanborn Creek Mine <br />October 1996 WESTEC, Inc. <br />