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PROPOSED FINAL SLOPE <br />RELOCATED DRAINAGE DITCH <br />/ <br />PROPOSED FINAL SLOPE —\ <br />POND 4 / <br />WATER LEVEL AF 7549' / <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL 0 7549' / <br />i <br />PROPOSED FINAL SLOPE <br />4 <br />L /v 7549' <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL ff 7549' / <br />V —... // <br />g / <br />PON D <br />WATER L EVE <br />I/ <br />TOPSOIL <br />/ J I ORIGINAL GROUND <br />3 <br />/ <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 5 <br />TOPSOIL <br />/J I <br />3 <br />HORIZONTAL SCALE: I" = 40' <br />ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 7573% <br />HORIZONTAL SCALE: I" = 40' <br />X- SEC TION 4 <br />TOPSOIL <br />/ ORIGINAL GROUND <br />/ 3 <br />CONTOUR FURROW /Elev. 7623% <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION 3 <br />TOPSOIL <br />ORIGINAL GROUND <br />/ 3 <br />/ <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 2 <br />TOPSOIL <br />3 ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION / <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Mark S. Chalmers, certify that this map <br />was prepared and °R� /vision and o/l <br />. ;OW R > >, <br />the information ,0.54 %�A^ ^ yn is true <br />and correct e ` knowledge <br />and /nformatio <br />Date Mark �CO P.E.25653 <br />HORIZONTAL SCALE: I" = 40' <br />HORIZONTAL SCALE: I" = 40' <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />7600 <br />h <br />7590 W <br />7580 <br />7570 O <br />ti <br />7560 <br />7550 J <br />7540 <br />7530 <br />7520 <br />7510 <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />h <br />7600 <br />LLJ <br />7590 <br />7580 O <br />ti <br />7570 <br />7560 J <br />7550 <br />7540 <br />7530 <br />7520 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 O <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 h � <br />7610 W <br />7600 <br />Li <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />HORIZONTAL SCALE: I" = 40' <br />161991 <br />A <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 <br />h � <br />7600 <br />h <br />7600 <br />7590 <br />0 <br />7590 <br />REVISION <br />0 <br />7580 <br />CHKD <br />0 <br />7580 <br />PI T 4 <br />POND AND SL OPE <br />RECL AMA TION <br />ti <br />7570 <br />Design By: Drawn By: <br />F✓✓ MGM <br />ti <br />7570 <br />J <br />7560 <br />J <br />7550 <br />7550 <br />7540 <br />7530 <br />7520 <br />0 +00 <br />7510 <br />0 +00 <br />0 +00 <br />PROPOSED FINAL SLOPE <br />RELOCATED DRAINAGE DITCH <br />/ <br />PROPOSED FINAL SLOPE —\ <br />POND 4 / <br />WATER LEVEL AF 7549' / <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL 0 7549' / <br />i <br />PROPOSED FINAL SLOPE <br />4 <br />L /v 7549' <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL ff 7549' / <br />V —... // <br />g / <br />PON D <br />WATER L EVE <br />I/ <br />TOPSOIL <br />/ J I ORIGINAL GROUND <br />3 <br />/ <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 5 <br />TOPSOIL <br />/J I <br />3 <br />HORIZONTAL SCALE: I" = 40' <br />ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 7573% <br />HORIZONTAL SCALE: I" = 40' <br />X- SEC TION 4 <br />TOPSOIL <br />/ ORIGINAL GROUND <br />/ 3 <br />CONTOUR FURROW /Elev. 7623% <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION 3 <br />TOPSOIL <br />ORIGINAL GROUND <br />/ 3 <br />/ <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 2 <br />TOPSOIL <br />3 ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION / <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Mark S. Chalmers, certify that this map <br />was prepared and °R� /vision and o/l <br />. ;OW R > >, <br />the information ,0.54 %�A^ ^ yn is true <br />and correct e ` knowledge <br />and /nformatio <br />Date Mark �CO P.E.25653 <br />HORIZONTAL SCALE: I" = 40' <br />HORIZONTAL SCALE: I" = 40' <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />7600 <br />h <br />7590 W <br />7580 <br />7570 O <br />ti <br />7560 <br />7550 J <br />7540 <br />7530 <br />7520 <br />7510 <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />h <br />7600 <br />LLJ <br />7590 <br />7580 O <br />ti <br />7570 <br />7560 J <br />7550 <br />7540 <br />7530 <br />7520 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 O <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 h � <br />7610 W <br />7600 <br />Li <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />HORIZONTAL SCALE: I" = 40' <br />161991 <br />A <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 <br />h � <br />7610 <br />'14 <br />7600 <br />7600 <br />0 <br />7590 <br />REVISION <br />0 <br />7590 <br />CHKD <br />0 <br />7580 <br />PI T 4 <br />POND AND SL OPE <br />RECL AMA TION <br />ti <br />7580 <br />Design By: Drawn By: <br />F✓✓ MGM <br />J <br />7570 <br />J <br />7560 <br />7560 <br />7550 <br />7540 <br />7530 <br />7520 <br />0 +00 <br />0 +00 <br />PROPOSED FINAL SLOPE <br />RELOCATED DRAINAGE DITCH <br />/ <br />PROPOSED FINAL SLOPE —\ <br />POND 4 / <br />WATER LEVEL AF 7549' / <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL 0 7549' / <br />i <br />PROPOSED FINAL SLOPE <br />4 <br />L /v 7549' <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL ff 7549' / <br />V —... // <br />g / <br />PON D <br />WATER L EVE <br />I/ <br />TOPSOIL <br />/ J I ORIGINAL GROUND <br />3 <br />/ <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 5 <br />TOPSOIL <br />/J I <br />3 <br />HORIZONTAL SCALE: I" = 40' <br />ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 7573% <br />HORIZONTAL SCALE: I" = 40' <br />X- SEC TION 4 <br />TOPSOIL <br />/ ORIGINAL GROUND <br />/ 3 <br />CONTOUR FURROW /Elev. 7623% <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION 3 <br />TOPSOIL <br />ORIGINAL GROUND <br />/ 3 <br />/ <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 2 <br />TOPSOIL <br />3 ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION / <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Mark S. Chalmers, certify that this map <br />was prepared and °R� /vision and o/l <br />. ;OW R > >, <br />the information ,0.54 %�A^ ^ yn is true <br />and correct e ` knowledge <br />and /nformatio <br />Date Mark �CO P.E.25653 <br />HORIZONTAL SCALE: I" = 40' <br />HORIZONTAL SCALE: I" = 40' <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />7600 <br />h <br />7590 W <br />7580 <br />7570 O <br />ti <br />7560 <br />7550 J <br />7540 <br />7530 <br />7520 <br />7510 <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />h <br />7600 <br />LLJ <br />7590 <br />7580 O <br />ti <br />7570 <br />7560 J <br />7550 <br />7540 <br />7530 <br />7520 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 O <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 h � <br />7610 W <br />7600 <br />Li <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />HORIZONTAL SCALE: I" = 40' <br />161991 <br />A <br />7660 <br />7650 <br />7640 <br />7630 <br />h <br />7620 <br />W <br />7610 <br />W <br />7610 <br />7600 <br />0 <br />7600 <br />REVISION <br />0 <br />7590 <br />CHKD <br />ti <br />7590 <br />PI T 4 <br />POND AND SL OPE <br />RECL AMA TION <br />Scale: <br />AS NOTED <br />7580 <br />Design By: Drawn By: <br />F✓✓ MGM <br />J <br />7570 <br />J <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />0 +00 <br />PROPOSED FINAL SLOPE <br />RELOCATED DRAINAGE DITCH <br />/ <br />PROPOSED FINAL SLOPE —\ <br />POND 4 / <br />WATER LEVEL AF 7549' / <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL 0 7549' / <br />i <br />PROPOSED FINAL SLOPE <br />4 <br />L /v 7549' <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL ff 7549' / <br />V —... // <br />g / <br />PON D <br />WATER L EVE <br />I/ <br />TOPSOIL <br />/ J I ORIGINAL GROUND <br />3 <br />/ <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 5 <br />TOPSOIL <br />/J I <br />3 <br />HORIZONTAL SCALE: I" = 40' <br />ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 7573% <br />HORIZONTAL SCALE: I" = 40' <br />X- SEC TION 4 <br />TOPSOIL <br />/ ORIGINAL GROUND <br />/ 3 <br />CONTOUR FURROW /Elev. 7623% <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION 3 <br />TOPSOIL <br />ORIGINAL GROUND <br />/ 3 <br />/ <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 2 <br />TOPSOIL <br />3 ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION / <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Mark S. Chalmers, certify that this map <br />was prepared and °R� /vision and o/l <br />. ;OW R > >, <br />the information ,0.54 %�A^ ^ yn is true <br />and correct e ` knowledge <br />and /nformatio <br />Date Mark �CO P.E.25653 <br />HORIZONTAL SCALE: I" = 40' <br />HORIZONTAL SCALE: I" = 40' <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />7600 <br />h <br />7590 W <br />7580 <br />7570 O <br />ti <br />7560 <br />7550 J <br />7540 <br />7530 <br />7520 <br />7510 <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />h <br />7600 <br />LLJ <br />7590 <br />7580 O <br />ti <br />7570 <br />7560 J <br />7550 <br />7540 <br />7530 <br />7520 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 O <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 h � <br />7610 W <br />7600 <br />Li <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />HORIZONTAL SCALE: I" = 40' <br />161991 <br />A <br />7660 <br />7650 <br />7640 <br />7630 <br />h <br />7620 <br />h <br />7610 <br />W <br />7610 <br />7600 <br />7600 <br />REVISION <br />0 <br />7590 <br />CHKD <br />h <br />7590 <br />PI T 4 <br />POND AND SL OPE <br />RECL AMA TION <br />Scale: <br />AS NOTED <br />7580 <br />Design By: Drawn By: <br />F✓✓ MGM <br />Approved By: <br />MSC <br />7580 <br />J <br />7570 <br />7,560 <br />7560 <br />7550 <br />7540 <br />7530 <br />0 +00 <br />0 +00 <br />PROPOSED FINAL SLOPE <br />RELOCATED DRAINAGE DITCH <br />/ <br />PROPOSED FINAL SLOPE —\ <br />POND 4 / <br />WATER LEVEL AF 7549' / <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL 0 7549' / <br />i <br />PROPOSED FINAL SLOPE <br />4 <br />L /v 7549' <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL ff 7549' / <br />V —... // <br />g / <br />PON D <br />WATER L EVE <br />I/ <br />TOPSOIL <br />/ J I ORIGINAL GROUND <br />3 <br />/ <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 5 <br />TOPSOIL <br />/J I <br />3 <br />HORIZONTAL SCALE: I" = 40' <br />ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 7573% <br />HORIZONTAL SCALE: I" = 40' <br />X- SEC TION 4 <br />TOPSOIL <br />/ ORIGINAL GROUND <br />/ 3 <br />CONTOUR FURROW /Elev. 7623% <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION 3 <br />TOPSOIL <br />ORIGINAL GROUND <br />/ 3 <br />/ <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 2 <br />TOPSOIL <br />3 ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION / <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Mark S. Chalmers, certify that this map <br />was prepared and °R� /vision and o/l <br />. ;OW R > >, <br />the information ,0.54 %�A^ ^ yn is true <br />and correct e ` knowledge <br />and /nformatio <br />Date Mark �CO P.E.25653 <br />HORIZONTAL SCALE: I" = 40' <br />HORIZONTAL SCALE: I" = 40' <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />7600 <br />h <br />7590 W <br />7580 <br />7570 O <br />ti <br />7560 <br />7550 J <br />7540 <br />7530 <br />7520 <br />7510 <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />h <br />7600 <br />LLJ <br />7590 <br />7580 O <br />ti <br />7570 <br />7560 J <br />7550 <br />7540 <br />7530 <br />7520 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 O <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 h � <br />7610 W <br />7600 <br />Li <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />HORIZONTAL SCALE: I" = 40' <br />161991 <br />A <br />7660 <br />7650 <br />7640 <br />7630 <br />h <br />7620 <br />7610 <br />7600 <br />No. <br />REVISION <br />0 <br />7590 <br />CHKD <br />h <br />GRASSY CREEK COAL MINE No. I <br />PI T 4 <br />POND AND SL OPE <br />RECL AMA TION <br />Scale: <br />AS NOTED <br />7580 <br />Design By: Drawn By: <br />F✓✓ MGM <br />Approved By: <br />MSC <br />7570 <br />7,560 <br />7550 <br />7540 <br />7530 <br />0 +00 <br />PROPOSED FINAL SLOPE <br />RELOCATED DRAINAGE DITCH <br />/ <br />PROPOSED FINAL SLOPE —\ <br />POND 4 / <br />WATER LEVEL AF 7549' / <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL 0 7549' / <br />i <br />PROPOSED FINAL SLOPE <br />4 <br />L /v 7549' <br />PROPOSED FINAL SLOPE <br />POND 4 / <br />WATER LEVEL ff 7549' / <br />V —... // <br />g / <br />PON D <br />WATER L EVE <br />I/ <br />TOPSOIL <br />/ J I ORIGINAL GROUND <br />3 <br />/ <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 5 <br />TOPSOIL <br />/J I <br />3 <br />HORIZONTAL SCALE: I" = 40' <br />ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 7573% <br />HORIZONTAL SCALE: I" = 40' <br />X- SEC TION 4 <br />TOPSOIL <br />/ ORIGINAL GROUND <br />/ 3 <br />CONTOUR FURROW /Elev. 7623% <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION 3 <br />TOPSOIL <br />ORIGINAL GROUND <br />/ 3 <br />/ <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 75977 <br />CONTOUR FURROW /Elev. 7573% <br />X- SEC TION 2 <br />TOPSOIL <br />3 ORIGINAL GROUND <br />CONTOUR FURROW /Elev. 76237 <br />CONTOUR FURROW /Elev. 7597% <br />CONTOUR FURROW /Elev. 75737 <br />X- SEC TION / <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Mark S. Chalmers, certify that this map <br />was prepared and °R� /vision and o/l <br />. ;OW R > >, <br />the information ,0.54 %�A^ ^ yn is true <br />and correct e ` knowledge <br />and /nformatio <br />Date Mark �CO P.E.25653 <br />HORIZONTAL SCALE: I" = 40' <br />HORIZONTAL SCALE: I" = 40' <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />7600 <br />h <br />7590 W <br />7580 <br />7570 O <br />ti <br />7560 <br />7550 J <br />7540 <br />7530 <br />7520 <br />7510 <br />7650 <br />7640 <br />7630 <br />7620 <br />7610 <br />h <br />7600 <br />LLJ <br />7590 <br />7580 O <br />ti <br />7570 <br />7560 J <br />7550 <br />7540 <br />7530 <br />7520 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 O <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 <br />h <br />7610 W <br />7600 <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />7660 <br />7650 <br />7640 <br />7630 <br />7620 h � <br />7610 W <br />7600 <br />Li <br />7590 0 <br />h <br />7580 <br />7570 <br />7560 <br />7550 <br />7540 <br />7530 <br />HORIZONTAL SCALE: I" = 40' <br />161991 <br />A <br />F <br />No. <br />REVISION <br />DATE <br />BY <br />CHKD <br />THE ROCKCASTLE COMPANY <br />GRASSY CREEK COAL MINE No. I <br />PI T 4 <br />POND AND SL OPE <br />RECL AMA TION <br />Scale: <br />AS NOTED <br />Date: <br />8191 <br />Design By: Drawn By: <br />F✓✓ MGM <br />Approved By: <br />MSC <br />ACZ inc <br />reiruirco non ^ n r. n ru r.. MAP R -2 <br />STEAMBOAT SPRINGS. CO 80477 <br />