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V# <br />�l <br />i/ <br />FA <br />t <br />I I <br />II <br />11 <br />n <br />r/ <br />I I <br />I I <br />■ <br />■ <br />I <br />■ <br />I <br />I <br />■ <br />I <br />■ <br />I <br />/ <br />, <br />- _ <br />-. <br />- -� Gob Pile #2' <br />Zx- <br />It O s` <br />"o <br />/ <br />b� <br />am a <br />oa <br />/ <br />m <br />I `? V <br />e' <br />0 <br />I <br />I <br />■ <br />I <br />■ <br />I <br />■ <br />I <br />0 <br />w <br />DITCH CROSS SECTION U - U' <br />board <br />---- �A <br />• ' \ Depth -/1A Freeboard <br />RipRap <br />a / : attain Width <br />DITCH CROSS SECTION L, M, N 0, P, 0, R Depth w 11.0' Freeboard <br />ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 <br />Depth w 11. Freeboard <br />a ♦ 1. h•1v <br />♦♦ DITCH CROSS SECTION N2 - N2' <br />+ ♦ ♦ attain Width TERRACE DITCH DESIGN DETAILS <br />,♦ (FOOTPRIRT OF PORTAL B EXCESS MATE t STORAGE AREA) <br />DITCH CROSS SECTION S <br />.y ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 DESIGN DESIGN DEPTH BOTTOM D50 <br />-- DITCH SLOPE WITH 0.3' FREEBOARD WIDTH RIPRAP <br />TERRACE 2% 0.5' 0' NONE <br />L <br />l <br />GOB PILE #2 BENCH DITCH DESIGN DETAILS DESIGN DITCH SLOPE H 0DESIGN <br />3N DEPTH <br />W TTREEBOARD RIPRAP <br />BENCH 2% 0.75' ONE <br />Depth w 10. "Freeboard <br />1. h v <br />.75' <br />DESIGN DITCH DETAILS ottom Width h:f� <br />OPERATIONS <br />DESIGN DESIGN DEPTH BOTTOM D50 DITCH DESIGN TERRACE DITCH CROSS SECTION <br />DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP DESIGNATION LOCATION ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 GOB PILE #2 BENCH CROSS SECTION <br />♦ L - L' 35% 4.0' 18" VOLUME Ill <br />ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 <br />8 l.l' <br />M - M' 50% 1.0' 4.0' 12" VOLUME III <br />N - N' 5% 1.4' 2.0 9" E. DIVERSION VOLUME IX <br />N2 - N2' 5% 1.3' - 9" W. DIVERSION #2 VOLUME IX �NJ <br />- -'- <br />0-01 50% 1.2' 3.0' 21" D -F14 VOLUME IX U - U. 20% 1.1' 3.0' 15" �'� <br />,Y' o P - P' 2% 1.7' 3.0' 15" D -F7 VOLUME IX GOB PILE #3 BENCH DITCH DESIGN DETAILS <br />a` p <br />0-01 12.5% 1.2' 3.0' 12" D -J8-Z VOLUME XI DESIGN DESIGN DEPTH D50 <br />DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP .. �zfet�r <br />I ♦ R - R' 12.5% 1.2' 3.0' 15" D -J9 -2 VOLUME XI ,"�nj(rij znd ' <br />BENCH 2% 0.75' NONE M <br />goo ♦� ♦ �! S - S' .55% 1.7' 3.0' D -J3 VOLUME XI <br />T - T' 5% 1.3' 3.0' - W. DIVERSION #1 VOLUME IX <br />75' <br />^co U - U' 20 -50% 0.9' - 12 r0 18" D -03 VOLUME III <br />V - V' 10% 1.2' 3.0' 9" D -F16 VOLUME IX 3h iv <br />5' <br />W - W 0.5% 1.4' - - D -J8 -1 VOLUME XI <br />/ X - X' 0.5% 1.4' - - D -J9 -1 VOLUME XI GOB PILE #3 BENCH CROSS SECTION <br />` DITCH DOES NOT CORRESPOND TO OPERATIONAL DITCH. NEW DITCH IS PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHAMNEL. <br />23 MR -131, Ditch D3 As -built configuration, Adequacy Response T. K. B. 07109112 PREPARED FOR: PROJECT: <br />22 MR -131, Ditch D3 As -built configuration T.K.B. 06118112 LEGEND: NOTE. ERTIFICATION N BOWIE NO. 2 MINE <br />oz 21 TR -64, Gob Pile #4 Adequacy Review #1 T. K. B. 09/25/09 PERMIT BOUNDARY GOB PILE BENCH DITCH SEE MAP NO. 19 FOR POSTM /N /NG 1 h �. Et S`�p p� 's drawing was done D ® BOWIE RESOURCES, IIC TITLE: <br />U5 20 TR -64, Gob Pile #4 As -built Slope revision T. B. 08 -06 -09 �� EXTENT OF PLANNED DISTURBANCE Shrub Clump Outline CROSS SECTIONS. b e; �r underFrgi ct supervision and D BOWIE N0. 2 MINE WE <br />w 19 TR -61 Gob Pile Revision T.K.B. 04 -09 -09 " FENCE t t p ooa�f �2irrm tion presented on P.O. BOX 483 S P O S T M I N I N G TOPOGRAPHY <br />Of - 18 TR -46 New Juniper Woodland Vegetation Report J.E.S. 05 -02 -08 $ POWERLINE /TELEPHONE t w7g /s tie d correct to the Bowle RESOURCES, L c PAONh1, COLORADO 81428 <br />- - -- CULVERT b m . k o and belief. <br />No" DESCRIPTION: ----------- I b ONE INCH <br />BY DATE ..•' \ �h « � � �. PREPARED BY: x. E. STOVER & ASSOCIATES <br />' Y I _ � � � �ay � la <br />LIGHT USE ROAD •" <br />REFERENCES - TERRACE DITCH Tomme ishop Date - 235z N. 7th street, Unit a DESIGNED BY: DRMS I.D. No. ✓C - 1996 - 083 DWG. NAME: <br />2 SEE MAP 19 FOR CROSS SECTIONS EXCEPT L - L' 3 EXH /BIT 8 PAGE 190 - 196 BERM Grand Jot., co eLSel <br />Colorado D2 _ - DRAWN BY: L.K.J. 01128196 SCALE: MAP NO. 18 <br />1 VOLUME 1, SEC110N 205.4(2)(c) CHECKED BY: 1 " = 300' MENEEMEMEN <br />