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c <br />1 <br />T <br />0 <br />a <br />w <br />w <br />W <br />DISTANCE <br />CROSS SECTION B -B' <br />WADGE IMPOUNDMENT <br />SCALE 1 %20' <br />0 0 +20 0 +40 0+60 0+80 1 +00 1 +20 1+40 1 +60 1 +60 2400 <br />DISTANCE <br />CROSS SECTION C -C' <br />WADGE IMPOUNDMENT <br />SCALE -1% 20' <br />WATER <br />D <br />, <br />G�55 <br />PG <br />OG� <br />5) <br />V <br />PRO <br />EL. 6620 <br />EL. 661 O <br />EL. 6600 <br />EL 6590 <br />EL 6560 <br />EL. 6570 <br />EL. 6560 <br />EL. 6550 <br />AT <br />PLAN VIEW <br />WADGE IMPOJNDMENT <br />SCALE A"= 100' <br />06 <br />GS�OG /• 66\5 <br />r1 y62a > <br />6610 <br />/ <br />y i <br />6615 <br />aG$ <br />Stage <br />Ft. <br />Area <br />Acres <br />V <br />Total Capacity <br />Ac.-Ft. <br />EL. 6620 <br />60 <br />11.756 <br />11 .55 it <br />EL. 6610 <br />6613. <br />59 <br />1.1.348 <br />EL. 66OD- <br />287,13 <br />6612 <br />o <br />10.940 <br />8.62 <br />275,98 <br />a <br />572 <br />_ 10.640 <br />12.50 <br />1 267.36. <br />6610 <br />56 <br />10.180 <br />47.47 <br />EL. 6590 <br />6605 <br />51 <br />U) <br />41.92 <br />I <br />6600 <br />46 <br />EL. 658 <br />37.88 <br />165.47 <br />6595 <br />EL. 6570 <br />7.196 <br />r <br />127,59 <br />EL.6560 <br />36 <br />6.321. <br />29.08 <br />EL. 6550 <br />6565 <br />31 <br />5.311 <br />0 <br />64.72 <br />6580 ;, <br />26 <br />c <br />1 <br />T <br />0 <br />a <br />w <br />w <br />W <br />DISTANCE <br />CROSS SECTION B -B' <br />WADGE IMPOUNDMENT <br />SCALE 1 %20' <br />0 0 +20 0 +40 0+60 0+80 1 +00 1 +20 1+40 1 +60 1 +60 2400 <br />DISTANCE <br />CROSS SECTION C -C' <br />WADGE IMPOUNDMENT <br />SCALE -1% 20' <br />WATER <br />D <br />, <br />G�55 <br />PG <br />OG� <br />5) <br />V <br />PRO <br />EL. 6620 <br />EL. 661 O <br />EL. 6600 <br />EL 6590 <br />EL 6560 <br />EL. 6570 <br />EL. 6560 <br />EL. 6550 <br />AT <br />PLAN VIEW <br />WADGE IMPOJNDMENT <br />SCALE A"= 100' <br />06 <br />GS�OG /• 66\5 <br />r1 y62a > <br />6610 <br />/ <br />y i <br />6615 <br />aG$ <br />Elevatlon <br />Stage <br />Ft. <br />Area <br />Acres <br />V <br />Total Capacity <br />Ac.-Ft. <br />6614 <br />60 <br />11.756 <br />11 .55 it <br />• ' 298 68 <br />6613. <br />59 <br />1.1.348 <br />11.15 <br />287,13 <br />6612 <br />58 <br />10.940 <br />8.62 <br />275,98 <br />66112 <br />572 <br />_ 10.640 <br />12.50 <br />1 267.36. <br />6610 <br />56 <br />10.180 <br />47.47 <br />254 86 <br />6605 <br />51 <br />8.811 <br />41.92 <br />I <br />6600 <br />46 <br />7,956 <br />37.88 <br />165.47 <br />6595 <br />w. <br />7.196 <br />r <br />127,59 <br />6590 { <br />36 <br />6.321. <br />29.08 <br />t <br />6565 <br />Elevatlon <br />Stage <br />Ft. <br />Area <br />Acres <br />Capacity <br />Ac. -Ft. <br />Total Capacity <br />Ac.-Ft. <br />6614 <br />60 <br />11.756 <br />11 .55 it <br />• ' 298 68 <br />6613. <br />59 <br />1.1.348 <br />11.15 <br />287,13 <br />6612 <br />58 <br />10.940 <br />8.62 <br />275,98 <br />66112 <br />572 <br />_ 10.640 <br />12.50 <br />1 267.36. <br />6610 <br />56 <br />10.180 <br />47.47 <br />254 86 <br />6605 <br />51 <br />8.811 <br />41.92 <br />207.39 <br />6600 <br />46 <br />7,956 <br />37.88 <br />165.47 <br />6595 <br />41 <br />7.196 <br />33.79 <br />127,59 <br />6590 { <br />36 <br />6.321. <br />29.08 <br />93.80 <br />6565 <br />31 <br />5.311 <br />24.06 <br />64.72 <br />6580 ;, <br />26 <br />4.312 <br />18.33 <br />40,66 <br />" 6575 i <br />21 <br />3.021 <br />12.53 <br />27.33 <br />6570 <br />16 <br />1.989 <br />6,52 <br />9.60 <br />85$5 <br />11 <br />0.619 <br />22 -- 8 —, <br />328 _ <br />6560 <br />6 _ <br />0294 <br />0.96 - <br />1.00 <br />05551, <br />1 <br />0.088 <br />0.04 <br />b.04 - <br />65514 <br />0 <br />0.001 <br />0.00 <br />-0AO <br />r. <br />f' <br />O <br />O <br />O <br />ao <br />0) <br />EEt <br />X <br />Z d N W <br />C <br />2 <br />E m 0 <br />a. co <br />SEP 241987, <br />RECLAMAFT!{)N GI111oIm EXHIBIT `T-SAr <br />446GE . IMPOUNDMENT 0 <br />PROPOSED POSTMINE <br />SENECA n. MINE <br />PEAS-66Y COAL CO. 1300 .YALE FLA05TAFL ARIZONA 8600 <br />DESIGNED BY: PEABODY COAL CO SCAL[1RS LNOWN <br />�e DRAWN BY: 8. WOLF r: WD BY. DATE 9/30/80 <br />D REVISIONS <br />2-17 83 D 8. <br />33-13-86 Pmw <br />R 575 <br />11 J <br />