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-4- <br /> THE PERMITTEE SHALL SUBMIT THE REPORT OF THE GEOTECHNICAL INVESTIGATION <br /> AND STABILITY ANALYSIS, THE DETAILED MATERIAL BALANCE, AND A DETAILED <br /> PORTAL BENCH RECLAMATION PLAN TO THE DIVISION FOLLOWING THE SCHEDULE ON <br /> PAGE 21 .2 OF CHAPTER V, VOLUME 7 OF THE APPLICATION. <br /> Stipulation No. 7 <br /> THE PERMITTEE SHALL SUBMIT A BACKFILLING AND GRADING PLAN, INCLUDING <br /> CROSS-SECTIONS AND MAPS OF THE PROPOSED POST-MINING CONTOURS, FOR THE <br /> PREPARATIONS PLANT AREA TO THE DIVISION FOR APPROVAL BY DECEMBER 31 , <br /> 1984. THE PERMITTEE MUST OBTAIN DIVISION APPROVAL OF THE BACKFILLING <br /> AND GRADING PLAN AND THE PERMIT APPLICATION MUST SUBSEQUENTLY BE <br /> UPDATED TO INCLUDE THE APPROVED BACKFILLING AND GRADING PLAN BY MARCH <br /> 29, 1985. <br /> Stipulation No. 8 <br /> THE DIVISION DIRECTS THE PERMITTEE TO COMPLETE A THOROUGH MAPPING OF <br /> THE EXISTING. HAUL ROAD SYSTEM AT THE COAL BASIN MINES. THIS MAPPING <br /> SHALL INCLUDE TOPICS SUCH AS BEDROCK AND SURFICIAL GEOLOGY, EXPOSURE TO <br /> LANDSLIDING AND AVALANCHING, METHOD OF ROAD CONSTRUCTION (CUT VERSUS <br /> FILL) , AND ORIGINAL CROSS-SLOPE ANGLES, AT A MINIMUM. THE PURPOSE OF <br /> THIS RECONNAISSANCE AND MAPPING PROGRAM SHALL BE TO CATEGORIZE THE <br /> EXISTING HAUL ROAD SYSTEM, IN ORDER TO ALLOW THE DEVELOPMENT OF TYPICAL <br /> RECLAMATION PROCEDURES FOR EACH CATEGORY OF ROAD. THE PERMITTEE SHALL <br /> COMPLETE THIS MAPPING AND CATEGORIZATION AND SUBMIT THE MAPS AND <br /> ACCOMPANYING REPORT TO THE DIVISION FOR REVIEW PRIOR TO DECEMBER 31 , <br /> 1983. <br /> FURTHER, THE PERMITTEE SHALL PREPARE A DETAILED MATERIAL BALANCE, <br /> DESIGNATING THE PROPOSED SOURCE OF MATERIALS TO BE UTILIZED IN <br /> COMPLETING THE BACKFILLING AND GRADING OF THE HAUL ROAD SYSTEM. THE <br /> PERMITTEE SHALL ALSO PROPOSE SPECIFIC BACKFILL, GRADING, DRAINAGE, AND <br /> RECLAMATION PROCEDURES TO ASSURE OPTIMUM STABILITY OF THE FINAL REDUCED <br /> HAUL ROAD CONFIGURATION. THE PERMITTEE SHALL SUBMIT THE MATERIAL <br /> BALANCE TO THE DIVISION ACCORDING TO THE SCHEDULE ON PAGE 21 .4 OF <br /> CHAPTER V, VOLUME 7 OF THE APPLICATION. <br /> j/ Stipulation No. 11 $'�f,Ce <br /> PRIOR TO CONSTRUCTION OF THE ACCESS ROAD IN DISNEY CANYON, THE <br /> PERMITTEE MUST EITHER COMMIT TO CONSTRUCTION OF THE ROAD CUTS AT A <br /> GRADIENT NO STEEPER THAN lh: lv IN ROCK AND 1 .5h:ly IN UNCONSOLIDATED <br /> MATERIAL AND COMMIT TO CONSTRUCTION OF ROAD EMBANKMENT AT GRADIENT NO <br /> STEEPER THAN 1 .5h:ly OR SUBMIT APPROPRIATE GEOTECHNICAL ANALYSES WHICH <br /> SHOW THAT THE PROPOSED ROAD CUTS HAVE A MINIMUM SAFETY FACTOR OF 1 .5 <br /> AND THE ROAD EMBANKMENTS HAVE A MINIMUM SAFETY FACTOR OF 1 .25. IF THE <br /> PERMITTEE COMMITS TO THE STIPULATED CONSTRUCTION GRADIENT ABOVE, THE <br /> CROSS-SECTIONS MUST BE CHANGED ON THE MAP. <br /> 18 <br />