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0 VOLUME IV <br />TABLE OF CONTENTS <br />SECTION PAGE <br />1.0 INTRODUCTION ........................................................................ ............................... <br />1 <br />2.0 SITE CONDITIONS .................................................................... ............................... <br />2 <br />2.1 SURFACE CONDITIONS .................................................. ............................... <br />2 <br />2.2 SUBUSRFACE CONDITIONS ........................................... ............................... <br />3 <br />3.0 DESIGN PARAMETERS ............................................................. ............................... <br />5 <br />4.0 DESIGN ASPECTS .................................................................... ............................... <br />6 <br />4.1 CONSTRUCTION .............................................................. ............................... <br />6 <br />4.1.1 General .................................................................. ..............................6 <br />4.1.2 Underdrain System ............................................... ............................... <br />7 <br />4.1.3 Haul Roads ........................................................... ............................... 8 <br />4.1.4 Runoff Control Ditches ....................................... ............................... <br />10 <br />4.1.5 Material Balance /Material Stockpile ................... ............................... <br />12 <br />4.2 SEDIMENT POND ........................................................... ........................13 -13i* <br />4.2.1 Hydrology ........................................................... ............................... <br />14 <br />4.2.2 Sedimentology ...................................................... .............................15 <br />4.2.3 Estimated Sediment Pond Volumes ................... ............................... <br />17 <br />4.2.4 Sediment Pond Embankment ............................. ............................... <br />17 <br />4.2.5 Sediment Pond Dewatering ................................ ............................... <br />18 <br />4.2.6 Maintenance ......................................................... .............................19 <br />4.3 SLOPE STABILITY .......................................................... ............................... <br />20 <br />4.3.1 Groundwater Conditions ..................................... ............................... <br />20 <br />4.3.2 Material Properties ............................................. ............................... <br />20 <br />4.3.3 Sediment Pond Slope Stability ........................... ............................... <br />22 <br />4.3.4 Results .................................................................. .............................22 <br />5.0 RECLAMATION ........................................................................ ............................... 24 <br />6.0 USE OF THIS REPORT ........................................................... ............................... 25 <br />7.0 REFERENCES ........................................................................... .............................26 <br />* The Gob Pile Sediment Pond is also known as `Pond D. As part of TR -43, Pond D was <br />redesianed. and the suwortinq documentation for the new design is no longer part of this <br />Volume. The PHC for Pond D is located in Volume lll, pages Exh. 8 -17 through 19, the <br />SEDCAD output is now located in Volume lll, pages 207 & 208. The upland runoff areas are <br />shown on Map 20 in Volume 11. Culverts and ditches have also been redesigned and the design <br />information is included in Exhibit 8 of Volume ill. <br />MR -168 vii 11/14 <br />