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6.0' <br />2% <br />2 :1 \ / 2:1 <br />5760 <br />5740 <br />5720 <br />I <br />5700 0 <br />, <br />y _ <br />� ` �\ � � , , , , /� ,: � •may � - - ��� � ��� �� ' <br />V' <br />♦ <br />♦ <br />-� <br />- <br />4.� <br />i <br />SCALE: 1 " = 100' <br />6.0' <br />200 <br />2,1 \ / 2 :1 <br />1- GRAVEL SURFACE <br />TYPICAL ROAD AND DITCH S ECT O N <br />Me <br />(NOT TO SCALE) <br />AN AS -BUILT DRAWING WILL BE SUBMITTED TO D.M.G. SHOWING FINAL DITCH GRADES WITH RIP -RAP LOCATIONS AND SIZING, <br />[.otIII] <br />moll <br />1000 <br />1?_UU <br />SCALE: <br />1"=100' HZ. 1 " =10' VERT. <br />14UU 1bUU iduu Luuu ccuu <br />NOTES: <br />1. FINAL GRADE AND ALIGNMENT WILL BE DETERMINED IN THE FIELD TO MINIMIZE EARTHWORK AND <br />MAXIMIZE DRAINAGE CONTROL. <br />2. 1250 CU.YDS, ESTIMATED TOPSOIL STRIPPING FOR ROAD AND PAD AREA. <br />3. MINIMUM DITCH DEPTH ALONG ROAD WILL BE 1.0'. MAXIMUM DITCH DEPTH WILL BE 1.5'. <br />4. ROADSIDE DITCHES WILL BE RELIEVED AT THE THE THREE CULVERT LOCATIONS AND <br />AT THE HAUL ROAD TIE IN. A GRAVEL UNDERLINER WILL BE INSTALLED AT THESE LOCATIONS. <br />5. SEDIMENT WILL BE CONTROLLED ALONG THE ROAD BY USE OF SOME OR ALL OF THE <br />FOLLOWING METHODS <br />A. SEEDING OF CUT AND FILL SLOPES. <br />B. RIPRAP LINING OF DITCHES WHERE DITCH GRADES EXCEED 5% OR VELOCITIES EXCEED 4.0 F.P.S. <br />C. USE OF STRAW BALE OR ROCK CHECK DAMS, AS NEEDED, TO REDUCE VELOCITIES. <br />6. THE ABOVE STATED METHODS WILL ALSO BE EMPLOYED TO CONTROL SEDIMENT <br />AND RUNOFF DURING CONSTRUCTION. <br />7. THE CONTOURS SHOWN ON THE ABOVE MAP ARE THE ORIGINAL GROUND AS WELL AS <br />THE POST RECLAMATION CONTOURS, <br />8. AREAS OF THE CHANNEL DISTURBED DURING CULVERT REMOVAL WILL BE REGRADED TO PRECONTRUCTION <br />CONDITIONS WHEN THE SITE IS RECLAIMED. <br />9. ROCK OUTLET STRUCTURES FOR CONTAINMENT BERMS SHALL CONSIST OF DURABLE BROKEN ROCK OR BALLAST <br />ROCK, AND BE 5' WIDE AS DESCRIBED IN 'TYPICAL DEGASIFICATION BOREHOLE PADS' S.A.E. DEMONSTRATION. <br />-11 <br />s <br />I <br />rat <br />E <br />BLUE MOUNTAIN ENERGY, INC. <br />MO M DESERADO MINE <br />PLAN AND PROFILE <br />BLUE <br />UNT AIN p D LIGHT USE ROAD TO SHAFT <br />ENERGY, INC. <br />ASi / ^l SCALE: MTE ALMS04: <br />100' 4/9/98 5/29/98 <br />nw.t.w avert. <br />DRAWN - CNKO BY: DWG. NO.: western Fuals Aeswte8cn WFU98004 <br />003556 <br />