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III � � wa+��ja IijVI II� �..II 11j �Ililp/ FWMRW WIN I °1111 ! II`II II I IIII � III VIII Ill ijlli IIII • IIII III`II IIII ./_ U I . I Cob P* i I U v I ■ I I I I I ■ I ■ I ■ 0 O OWN a i _ ■ i `,\ ,.�� \\ �_ti� i � � / • ' ♦ � •. • nom♦♦ ♦♦` '• I Co _J �I 0 /� GOB PILE #2 BENCH DITCH DESIGN DETAILS DITCH DESIGN SLOPE WITH 0.3NFREEBOARD RIPRAP BENCH 2% 0.75' NONE Depth w 10. Freeboard 1.5h:1 v �� \ - - -,{, -11751 ottom Width h'1 Ij TERRACE DITCH CROSS SECTION - i5' e / ♦� j� ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 GOB PILE #2 BENCH CROSS SECTION DESIGN DITCH DETAILS OPERATIONS ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 81 / DESIGN DESIGN DEPTH BOTTOM Dso DITCH DESIGN DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP DESIGNATION LOCATION / L -L' 35% 1.1' 4.0' 18' VOLUME 111 r C r 1 r J M - M' 50% 1.0' 4.0' 12' VOLUME 111 N - N' 5% 1.4' 2.0 9' E. DIVERSION VOLUME IX pNK U 5 [001 gun, I o N2 - N2' 5% 1.3' - - W. DIVERSION VOLUME IX GOB PILE #3 BENCH DITCH DESIGN DETAILS d Nlminy and Sarery � ❑ 0 - 0' 50% 1.2' 3.0' 21' D -F14 VOLUME IX DESIGN DESIGN DEPTH Dso I / P - P' 2% 1.7' 3.0' 15' D -F7 VOLUME IX DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP BENCH 2% 0.75' ONE 1 ♦ �/ D - 0' 12.5% 1.2' 3.0' 12' D -J8 -2 VOLUME XI R - R' 12.5% 1.2' 3.0' 15' D -J9 -2 VOLUME XI S - S' .55% I.7' 3.0' - D -J3 VOLUME XI .75' V - V' 10% 1.2' 3.0' 9' D -F16 VOLUME IX W - W' 0.5% 1.4' - - D -J8 -1 VOLUME XI X - X' 0.5% 1.4' - - D -J9 -I VOLUME XI GOB PILE #3 BENCH CROSS SECTION I DITCH DOES NOT CORRESPOND TO OPERATIONAL DITCH. NEW DITCH IS PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHANNEL. i 17 TR -45 UTL Adequacy Response No. 2 T.K.B 03 -27 -06 r n l n / Tc PREPARED FOR: PROJECT: T.KB 12 -11 -06 LL ��l vD. l V � l L. ENGINEER'S CERTIFICATION N BOWIE N0. 2 MINE 16 TR -45 UTL Adequacy Response No. 1 D BOWIE RESOURCES LTD. T.K.B 10 -24 -06 PERMIT BOUNDARY GOB PILE BENCH DITCH SEE MAP N0. 19 FOR POSTMINING l hereby ce�y ,hat this drawing was done TITLE: Z 15 7R -45 UTL Area New Gob Pile c t o EXTENT OF PLANNED DISTURBANCE CROSS SECTIONS. by me ..r y 4!�ect supervision and BOWIE NO. 2 MINE W E TR-Y r, U) 14 TR -44 Gob 2 Expansion TK.B 09 -27 -06 that bf' °ikle inl'orrliONbn resented on # p --- � --�-;- FENCE P P.O. BOX 483 13 TR-43 New Borrow Area LK.B 06 -29 -06 this ar�119ii7g is true nr,,correct to the eowIERESOURCES, LTD. PAONUI, COLORADO 81428 S POSTMINING TOPOGRAPHY A�Pea�� J.E.S. 05 -07 -04 POWERLINE /TELEPHONE best's f m knowled d belief. J 3 O 12 7R -31 Permit Boundary -- - - -- CULINERT as4 y 9� No. DESCRIPTION: BY DATE -_ -_ -_ LIGHT USE ROAD ONE INCH - - s - ° PREPARED BY: J. E. STOVER & ASSOCIATES REFERENCES TERRACE DITCH Jame;q,y� a. Stove = Date P.O. BOX 60340 DESIGNED BY: DMG I.D. No. C 96 - 083 DWG. NAME: 2 SEE MAP 19 FOR CROSS SECTIONS EXCEPT L - L' 3 EXHIBIT 8 PAGE 190 - 196 BERM Grand iet, c0 61606 - COIOTauvtf , 19230 _ - DRAWN BY: L.K.J. 01/28/96 SCALE: MAP N0. 18 1 VOLUME I, SECTION 2054 2 c °'SIC - - -_ _ - -_ - -_ CHECKED BY: 1" = 300' Depth w /1. Freet»ard 1. nfv Ri Ra �• ottom Width i DITCH CROSS SECTION L, M, N 0. P, 0, R -., i Depth w /f.0' Freeboord ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 1 ndv •_ Dept' Freeboard • ♦♦ 1.5h•1v j�� DITCH CROSS SECTION N2 - N2' _ ♦ ottom Width TERRACE DITCH DESIGN DETAILS ♦• IF. Rw.'C PMT -. E.< Pf re."L SMn.c' A.,,) DITCH CROSS SECTION S •♦ ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 DESIGN DESIGN DEPTH BOTTOM Dso DITCH SLOPE WITH 0.3' FREEBOARD WIDTH RIPRAP TERRACE 2% 0.5' 0' NONE G r /� GOB PILE #2 BENCH DITCH DESIGN DETAILS DITCH DESIGN SLOPE WITH 0.3NFREEBOARD RIPRAP BENCH 2% 0.75' NONE Depth w 10. Freeboard 1.5h:1 v �� \ - - -,{, -11751 ottom Width h'1 Ij TERRACE DITCH CROSS SECTION - i5' e / ♦� j� ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 GOB PILE #2 BENCH CROSS SECTION DESIGN DITCH DETAILS OPERATIONS ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 81 / DESIGN DESIGN DEPTH BOTTOM Dso DITCH DESIGN DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP DESIGNATION LOCATION / L -L' 35% 1.1' 4.0' 18' VOLUME 111 r C r 1 r J M - M' 50% 1.0' 4.0' 12' VOLUME 111 N - N' 5% 1.4' 2.0 9' E. DIVERSION VOLUME IX pNK U 5 [001 gun, I o N2 - N2' 5% 1.3' - - W. DIVERSION VOLUME IX GOB PILE #3 BENCH DITCH DESIGN DETAILS d Nlminy and Sarery � ❑ 0 - 0' 50% 1.2' 3.0' 21' D -F14 VOLUME IX DESIGN DESIGN DEPTH Dso I / P - P' 2% 1.7' 3.0' 15' D -F7 VOLUME IX DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP BENCH 2% 0.75' ONE 1 ♦ �/ D - 0' 12.5% 1.2' 3.0' 12' D -J8 -2 VOLUME XI R - R' 12.5% 1.2' 3.0' 15' D -J9 -2 VOLUME XI S - S' .55% I.7' 3.0' - D -J3 VOLUME XI .75' V - V' 10% 1.2' 3.0' 9' D -F16 VOLUME IX W - W' 0.5% 1.4' - - D -J8 -1 VOLUME XI X - X' 0.5% 1.4' - - D -J9 -I VOLUME XI GOB PILE #3 BENCH CROSS SECTION I DITCH DOES NOT CORRESPOND TO OPERATIONAL DITCH. NEW DITCH IS PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHANNEL. i 17 TR -45 UTL Adequacy Response No. 2 T.K.B 03 -27 -06 r n l n / Tc PREPARED FOR: PROJECT: T.KB 12 -11 -06 LL ��l vD. l V � l L. ENGINEER'S CERTIFICATION N BOWIE N0. 2 MINE 16 TR -45 UTL Adequacy Response No. 1 D BOWIE RESOURCES LTD. T.K.B 10 -24 -06 PERMIT BOUNDARY GOB PILE BENCH DITCH SEE MAP N0. 19 FOR POSTMINING l hereby ce�y ,hat this drawing was done TITLE: Z 15 7R -45 UTL Area New Gob Pile c t o EXTENT OF PLANNED DISTURBANCE CROSS SECTIONS. by me ..r y 4!�ect supervision and BOWIE NO. 2 MINE W E TR-Y r, U) 14 TR -44 Gob 2 Expansion TK.B 09 -27 -06 that bf' °ikle inl'orrliONbn resented on # p --- � --�-;- FENCE P P.O. BOX 483 13 TR-43 New Borrow Area LK.B 06 -29 -06 this ar�119ii7g is true nr,,correct to the eowIERESOURCES, LTD. PAONUI, COLORADO 81428 S POSTMINING TOPOGRAPHY A�Pea�� J.E.S. 05 -07 -04 POWERLINE /TELEPHONE best's f m knowled d belief. J 3 O 12 7R -31 Permit Boundary -- - - -- CULINERT as4 y 9� No. DESCRIPTION: BY DATE -_ -_ -_ LIGHT USE ROAD ONE INCH - - s - ° PREPARED BY: J. E. STOVER & ASSOCIATES REFERENCES TERRACE DITCH Jame;q,y� a. Stove = Date P.O. BOX 60340 DESIGNED BY: DMG I.D. No. C 96 - 083 DWG. NAME: 2 SEE MAP 19 FOR CROSS SECTIONS EXCEPT L - L' 3 EXHIBIT 8 PAGE 190 - 196 BERM Grand iet, c0 61606 - COIOTauvtf , 19230 _ - DRAWN BY: L.K.J. 01/28/96 SCALE: MAP N0. 18 1 VOLUME I, SECTION 2054 2 c °'SIC - - -_ _ - -_ - -_ CHECKED BY: 1" = 300'