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�— 2.5' (min) <br />8" (min.) <br />�C3a 2h:1 v <br />RIPRAP CHANNEL "W" CROSS SECTION <br />BELOW WATERSHED '1W' <br />(Not To Scale) <br />5.8' (min) <br />8.5" (min.) D� <br />2h :1v <br />5400 <br />5390 <br />5380 <br />5370 <br />5400 <br />5390 <br />:1 <br />5370 <br />3' <br />RIPRAP CHANNEL "Y" CROSS SECTION <br />BELOW WATERSHED '1Y' <br />(Not To Scale) <br />'0 �0 `?o gO `SO 60 -0 BO `90 '00 --/0 <br />A Ar <br />Section A - A' <br />/0 ?O �O A0 S0 60 -0> 60 00 !00 >>O ��0 /�0 1QO /SO /6O J'0 <br />B B> <br />Section B — B' <br />5400 <br />5390 <br />:11 <br />5370 <br />/0 'O `�O z'O `SO 60 ->0 �O `90 /00 //0 <br />C Cr <br />Section C - C' <br />1 Issued for DMG approval — TR54 <br />2 Cross sections added <br />3 4A acreage chng, rock channel added <br />4 Modified central drainage to DMG's de <br />No. <br />-25 -200 <br />-05 -2001 <br />-24 -2001 <br />-31 -2001 <br />w� <br />1B <br />0.202 ac. <br />1 <br />_ Berm book fifes <br />ou1M (to be ffeli <br />I / 0.657 ac. J Bwm k be <br />/ b dlroet <br />Berm book fI1Nr fabric <br />oullots (to be flold m) / <br />Silt Fence <br />Berm to be conshueled a" low of Ills seellon beheen IMa polls <br />fo direct runoff through fehr fob& berm brooks or eel fence. <br />(Berm brooks with fehr fob,* oaths to be used to control sediment <br />from nnoff from era 031 B. See Bluslrollon u for deelgn detdls.) <br />1 <br />6.885 ac. <br />1X <br />1.176 ac. <br />or1 Z(a) <br />0.535 cc. <br />21 da 11011 <br />A, T / B' <br />(301 (151 <br />I/(�1 <br />Sedlmerd controlled by a rdnlmon of ()0 feel of sle fens. <br />AddNWW silt fens may be Installed or nnoff AverW kdo <br />the sIB fence wet berme. <br />dwd along toe of Bdw seellon bolwewr Base points <br />Bwouo filter fabric berm beaks or off fence. <br />C <br />C <br />1W <br />0.795 ac. <br />1 Z(b) <br />1.338 ac. <br />A rodnd channel will be constructed to carry <br />D upland flow In this location oomm rsurelw <br />wBh the she of the natural channel. <br />Notes: <br />1. Rock piles and rock checks may be i corporated into the reclamation for wildlife habitat, additional sediment <br />retention, and for reduced maintenance. he design shown here does not rely on these addi ionol features to maintain <br />compliance with applicable standards. <br />2. Tie backs on silt fences will be field it so that the bottom of the ends of the fabric or as high or higher than <br />the top of the main fence. <br />3. For areas with silt fence or filter fabri berm breaks flow will be directed into the structu e using berms where necessary. <br />5400 <br />5390 <br />5380 <br />5370 <br />5390 <br />R <br />5370 <br />5360 <br />E' <br />/O �O `�O VO `SO 60 �O <br />0 Dr <br />Section D - D' <br />/0 1O O IO `SO 60 -0 <br />E E' <br />Section E - E <br />Gliand Junction Fielo Lr„ <br />fWslon of Minerals 8 G�;,:k_, <br />Received <br />AUG 0 6 2001 <br />Grand Junction Fietr ^¢fire <br />Division of Nli,r., .....:crap <br />Mau 89 <br />BLUE MOUNTAIN ENERGY, INC. <br />DESERADO MINE RANGELY, COLORADO <br />Kst Portal Area Reclamation Plan <br />bp. =east wg. FYle Name: <br />scW portairevl — DMG.dw <br />by. Appr. by. <br />1 " = 100' Date. 04/24/2001 <br />00�� 604 <br />