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VOLUME IV <br />TABLE OF CONTENTS <br />SECTION PAGE <br />1.0 INTRODUCTION ........................................................................ ............................... 1 <br />2.0 SITE CONDITIONS .................................................................... ............................... 2 <br />2.1 SURFACE CONDITIONS .................................................. ............................... 2 <br />2.2 SUBUSRFACE 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 Runoff Control Ditches ....................................... ............................... 10 <br />4.1.5 Material Balance /Material Stockpile ................... ............................... 12 <br />4.2 SEDIMENT POND ........................................................... ........................13 -13i* <br />4.2.1 Hydrology ............................................................. .............................14 <br />4.2.2 Sedimentology ...................................................... .............................15 <br />4.2.3 Estimated Sediment Pond Volumes ..................... .............................17 <br />4.2.4 Sediment Pond Embankment ............................... .............................17 <br />4.2.5 Sediment Pond Dewatering .................................. .............................18 <br />4.2.6 Maintenance ......................................................... .............................19 <br />4.3 SLOPE STABILITY .......................................................... ............................... 20 <br />4.3.1 Groundwater Conditions ..................................... ............................... 20 <br />4.3.2 Material Properties ............................................. ............................... 20 <br />4.3.3 Sediment Pond Slope Stability ........................... ............................... 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 />redesigned, and the supporting documentation for the new design is no lonaer 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 ll. <br />PR -12 vii 06/10 <br />AP�i2oV E D <br />il�l6� /0 <br />