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A <br />EL. <br />EL. <br />= EL. <br />0 <br />a <br />W EL. <br />El <br />EL. <br />EL <br />EL, <br />c <br />EL. <br />EL. <br />zo EL. <br />r <br />w <br />w EL. <br />EL. <br />i <br />EL. <br />EL. <br />0 0 +20 0 +40 0 +60 0+80 1+00 1 +20 1 +40 1+60 1.80 2.00 <br />DISTANCE <br />CROSS SECTION C -C' <br />WkiuCE IMPOUNDMENT <br />SCALE; 1 "= 20' <br />10 <br />DISTANCE <br />CROSS SECTION B -BI <br />WADGE IMPOUNDMENT <br />SCALE' 1 "- 20' <br />1 <br />WA R A EL 66 <br />0 <br />6600 <br />5615 <br />fA <br />m <br />E. 9.000 <br />AT <br />A� <br />EXj5f1N6 W <br />EL. 6620 <br />EL. 6610 <br />EL. 6600 <br />EL. 6590 <br />EL. 6580 <br />EL. 6570 <br />EL. 6560 <br />EL. 6560 <br />1 <br />PLAN VIEW <br />WADGE IMPOUNDMENT <br />SCALE: I "= 100' <br />Ci <br />i <br />6575 <br />CI <br />L <br />v <br />s <br />i <br />30° 014. C.M.P. CULVERT / <br />48 "01A. C.y -P. CULVFPT <br />NOTE <br />FOR DETAILS OF SECTION A -A' <br />AND OF DRAINAGE OVERFLOW <br />SEE EXHIBIT 7 -9" �• <br />Off <br />jO: �btt <br />A l/ <br />661 V IRH DITCH <br />EL 6611.04 <br />i <br />^ EII CHH AT 7 SPIL *AV <br />• <br />L�EL <br />tlevation <br />Stage <br />Ft <br />Area <br />Acres <br />Capacity <br />Ac. -Ft. <br />Total Capacity <br />Ac. -Ft. <br />6614 <br />6613 _ <br />60 <br />59 <br />— <br />— <br />—,_ <br />11.756 <br />11.348 <br />— <br />— <br />11.55 <br />11.15 <br />298.68 <br />287,13 <br />1 66 t 2 <br />58 <br />10.940 <br />8.62 <br />275.98 <br />66112 <br />-- <br />572 <br />-- <br />10.640 <br />1250 <br />267,36 <br />_ <br />47.41 <br />254,86 <br />6610_ 56 <br />10 180 <br />6605 <br />51 <br />8.811 <br />`— - -- -- <br />41 .92 <br />—•— <br />-- <br />i <br />207.39 <br />I6600 <br />- --- - - - - -- --- - <br />46 <br />- - <br />--- <br />7.956 <br />37.88 <br />165.47 <br />6595. <br />41 <br />7.196 <br />_ — <br />33.79 <br />127,59 <br />_ <br />65 �- -_ <br />I 5585 <br />36 <br />6.321 <br />29,08 <br />93.80 <br />31 <br />5.311 <br />24,06 <br />64.72 <br />6580 <br />'-- <br />26 <br />- <br />4312 <br />18.3 3 ^� - <br />— <br />40.66 i <br />6575 <br />21 <br />_ <br />3.021 <br />1 <br />—� <br />_ <br />�j <br />2; -3' 1 <br />I 6570 <br />16 <br />1.989 <br />_ <br />`Tl <br />- _ <br />� <br />- -- <br />6..5 � <br />.5 <br />9 FO I <br />6565_ <br />11 <br />- -- <br />-- <br />- - -- <br />0.614_ <br />— <br />22Y, <br />- -- <br />- - <br />323 <br />. <br />6560 <br />6T.�_. <br />0.294 <br />0.96 <br />- - <br />- -- - --�- <br />1.00 <br />6555 <br />1 <br />0.088 <br />- <br />0.04 <br />_ <br />'0.04 l <br />6554 <br />0 <br />0 A01 <br />0.00 <br />0.00 <br />0 <br />CD <br />O <br />00 <br />cn <br />U <br />� w <br />z a W <br />0 <br />E � . <br />U <br />.) <br />a U (n <br />EXHIBIT "7 -8" <br />RECEIVED E IMPOUNDMENT 4#002; <br />' <br />SFp 24 5981 & CROSS- SECTION <br />% i SENECA E MINE <br />MINED LAND PEABODY COAL CO. 1300 S. YALE FLAGSTAFF ARIZONA 86001 <br />�. riECLAMAT]ION ONISION DESIGNED BY: PEA800Y COAL CO SCALE ; AS SHOWN <br />ORA'IVN BY B. WOLF ­*6 BY DATE 9/30/80 <br />f , <br />REVISIONS - I <br />- 2-17 -83 DVB -i <br />8 -IB_86 RJG IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />- �n,s,_ <br />