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• <br />VOLUME IV <br />TABLE OF CONTENTS <br />SECTION <br />1.0 INTRODUCTION <br />2.0 SITE CONDITIONS ............................ ............................... <br />2.1 SURFACE CONDITIONS .......... ............................... <br />2.2 SUBUSRFACE CONDITIONS ... ............................... <br />3.0 DESIGN PARAMETERS ............................. <br />4.0 DESIGN ASPECTS .......................................... ............................... <br />4.1 CONSTRUCTION .................................... ............................... <br />4.1.1 General ....................................... ............................... <br />4.1.2 Underdrain System ..................... ............................... <br />4.1.3 Haul Roads ................................. ............................... <br />4.1.4 Runoff Control Ditches ............... ............................... <br />4.1.5 Material Balance /Material Stockpile .......................... <br />4.2 SEW <br />4.2.1 <br />4.2.2 <br />4.2.3 <br />4.2.4 <br />4.2.5 <br />4.2.6 <br />4ENT POND ........ ............................... <br />Hydrology........ ............................... <br />Sedimentology . ............................... <br />Estimated Sediment Pond Volumes <br />Sediment Pond Embankment.......... <br />Sediment Pond Dewatering ............ <br />Maintenance .... ............................... <br />PAGE <br />............ 1 <br />............ 2 <br />............ 2 <br />............ 3 <br />............ 5 <br />........... 6 <br />........... 6 <br />........... 6 <br />........... 7 <br />........... 8 <br />.........10 <br />.........12 <br />...............13 -13i* <br />......................14 <br />...................... 15 <br />...................... 17 <br />...................... 17 <br />...................... 18 <br />...................... 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 Go b Pile Sediment Pond is also known as `Pond D'. As part of TR -43. Pond D was <br />redesigned, an d the suppor tina documentation for the new desian is no lonaer Dart 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 />AMz0vED <br />10100 <br />