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SEDIMENT POND - SECTION A -A' <br />y� <br />81 OUTFLOW PIPE <br />6 <br />CREST ELEV. 5467 h-►{ ELEV. INVERT 5461.3 MAX. WATER ELEV 5466.0 ORIGINAL GROUND <br />5700 <br />POND CAPACITIES ! I <br />4 <br />- --�- i� 10 YEAR -24 HOUR STORM VOLUME = 0.34 ACRE <br />�I _ _ 10 / <br />' - - -- 'r WATER STORAGE VOLUME - 0.77 ACRE-FEET ,! , _^ 5 _..- - - -- - - '� �" � ' "-�• - _ = �� � _ - - -- <br />,Ill: <br />- OUTFLOW DITCH ANTI -SEEP COLLARS 60 /o SEDIMENT CAPACITY ELEV <br />° 5459.6' SEDIMENT STORAGE VOLUME 0.42 ACRE -FEET <br />I <br />" Ne° a <br />OUTFLOW DITCH EMERGENCY SPILLWAY COLLECTION DITCH z5 �� %�� _' ' = - �'ti , 1 '' <br />A <br />I5 I I <br />T. <br />1.5 1 1161 I� //P /%i �1, I )l l �• �_ -_ —� % _ \ ` \� <br />0.50 �..� "• / / 11 \- i/ �� -- — <br />I - / , / ass /'`• 550 j /�� / �j/ �l/l \'_ . -__ _ — -- -� �1 <br />I— 31 0 01' 0/! // <br />13 <br />C F / <br />8 <br />-�_ <br />, <br />r i ^ Elk r • . , J % <br />0 <br />� UC5 <br />55LYJ a tx <br />Oo0 <br />II <br />5474 S lL <br />36 - asp D_3 <br />Is ,. / \` 5775 <br />MAIN ANCE AD. -- ° <br />J• <br />. \, ` \ \ `, \, O 561 �••, ^ Sg <br />LL / + r' 5LC ,/ 2411 <br />Wt. SE01 ENT YI y' al` -�1RE \ i <br />TOPSOIL STOCKPILE <br />! / CONST MAT STOCKPILE • tnglneers t.'erunrauon <br />j / / - 1 �I 4 - �- '� • a t}tereby certlty,thal I reVWmd this drawing and the revisions <br />19 it were mAde under 111y direct supervision, and the _ <br />- - -1 50 MAX —I I 80 MAX I • information D sented is true and correct to the at o my <br />x ado be <br />nn <br />o <br />f Bier, //Z <br />/ �� •✓ PdAI � .�- Date <br />18' 051 <br />/ <br />151 MAX. 15'MAX. <br />t ❑M <br />24" :.:.:..u.... <br />• <br />C -9 <br />hD O I 5500.. N ea o <br />„a 5x25 � I <br />R I <br />I I <br />x <br />1 <br />s <br />55501 \\ <br />575 <br />IIII } i I 56 <br />`` 11 x 0 1''` I 1 562? D17CH <br />Q--- - BERM <br />`'• O <br />�� y }— CULVERT <br />A, CUT OR FILL. SLOPE <br />SEDIMENT FENCE <br />CC <br />LU a $ <br />- -- PROPOSED CULVERT <br />a - <br />.. DRAINAGE CONTROL AREA <br />U <br />MCCLANE CANYON MINE <br />y - DRAINAGE SUBBASIN BOUNDARY <br />EXISTING STREAM <br />FIGURE 212 -3 <br />1 � : • � 1 � I 1 � - DRAINAGE BASIN <br />SURFAC WATER CONTROL S <br />\\ �t it I a DESIGN POINTS YSTEMS <br />° l g 50 100 SCALE: I' = 100 REV: JES 10/99 SHEET I OF I <br />h 8 <br />�. DRAWN BLODESTAR ENERGY INC. <br />q DATE: 10/97 <br />° I 100 0 00 <br />W W 1 <br />I <br />