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6060 <br />6050 <br />r <br />z <br />0 6040 <br />a <br />W <br />J <br />W <br />6030 <br />6020 <br />600 <br />CROSS-SECTION 20 <br />NOTES: <br />I . ALL CROSS - SECTIONS ARE VIEWED LOOKING DOWNSTREAM. SEE EXHIBIT 2.8.1.1 FOR <br />CROSS- SECTION LOCATIONS. <br />2. CROSS- SECTIONS SURVEYED BY WOODWARD -CLYDE CONSULTANTS. <br />3. RELATIVE ELEVATIONS TAKEN FROM "TOPOGRAPHIC MAP WITH I -INCH EQUALS 500 <br />FEET HORrzONTAL SCALE AND 10 -FOOT CONTOUR INTERVAL. <br />500 400 300 200 100 0 100 200 300 400 500 <br />DISTANCE FROM STREAM CENTERLINE (FT) <br />L E G E N D �l redraEO- Ireri , ivBi <br />- -- STAGE RESULTING FROM 100 YEAR FREQUENCY FLOOD BEER CDAL IOMP�iVY <br />- - - -- STAGE RESULTING FROM 25 YEAR FREQUENCY FLOOD I' <br />- -- - - STA6Lr RESULTING FROM 10 YEAR FREQUENCY FLOOD ROSS - SECTION °"ZO <br />STAGE RESULTING F90M AVERAGEANNUAL FLOW ORgf4' /�f/61.04.7/2l/l/'1 -7 <br />Information for this drawing was obtained <br />:from other perms s on file with MLR to <br />mine coal on h property. DYE [1111111111 1 311VEY111 COM PANY <br />9 ACCT. <br />ai,6o SHEET % nc / "5 <br />E. L. BtgCK I NO. <br />IIIIII VIII VIII VIII VIII VIII IIII IIII ,. <br />c <br />M <br />M <br />v <br />1 <br />CD <br />}{ <br />i <br />00 <br />F <br />�J <br />� <br />r�1 <br />N <br />Z <br />x <br />L LI <br />LLI <br />/1 <br />L <br />C <br />J <br />L <br />U) <br />� V <br />a0 <br />U) <br />L E G E N D �l redraEO- Ireri , ivBi <br />- -- STAGE RESULTING FROM 100 YEAR FREQUENCY FLOOD BEER CDAL IOMP�iVY <br />- - - -- STAGE RESULTING FROM 25 YEAR FREQUENCY FLOOD I' <br />- -- - - STA6Lr RESULTING FROM 10 YEAR FREQUENCY FLOOD ROSS - SECTION °"ZO <br />STAGE RESULTING F90M AVERAGEANNUAL FLOW ORgf4' /�f/61.04.7/2l/l/'1 -7 <br />Information for this drawing was obtained <br />:from other perms s on file with MLR to <br />mine coal on h property. DYE [1111111111 1 311VEY111 COM PANY <br />9 ACCT. <br />ai,6o SHEET % nc / "5 <br />E. L. BtgCK I NO. <br />IIIIII VIII VIII VIII VIII VIII IIII IIII ,. <br />c <br />