Laserfiche WebLink
140 ---t----I----,----i---~----I-'-'r---i---~----~----r---~----'--- -- - <br />I 1 ~ - i - - - l- - - <br />I <br /> <br /> <br /> <br />i <br /> <br />130 1 f <br />I I I I I 1 I <br />1 I I ' ~ I I i I 1 <br />I ---I I I I I I <br />---i --- -~-- -- - - - - ~ ----I- <br />- - - - - - - - ~ - - - ~ - - - -~- - - - M - - - ~ - - <br />I 1 I I --I---- •--- - ~--- -I- <br />__- <br />I I <br />I ~ I <br />• <br /> <br /> <br />20 -' I I <br />I I I <br />I I I I <br />-- <br />_1___-I____ 1- ~_-__ ` I ' I <br />-- --- '--------1--- ;-- --L-__J--- --------1----'-•-" <br />I - - - - <br />` ` -- I 1 I 1 I ~ I - <br /> I 1 i <br />I I I , I <br /> I ' ' I I <br />~ <br />' I <br /> 110 --' ----- -- -- - - ~ I <br />--- <br />-- - <br />T- -I-- - <br />- - <br />- <br /> ~ <br />r <br />r <br />i <br />-- <br />-~-- -~- <br />~---' --- I - - - - -- I <br />I I I I I it <br />I I I <br /> <br />100 I <br />~ I <br />. ~ - -t- - - f i - <br />-- -- I - I ------- <br />-- I <br />~ <br /> ~ <br />- <br />- H - - '1 - - - - - - - -I - - - - <br />- - - <br />I I I I I 1 ~ <br /> <br />90 +I -- I I ----- 1- I I I i <br />1 I I <br />- 1 - - - -1- - - L - - '1 - - - ~ - J - - - J / I <br />- - - - - r - _ _ _ _ _ .. _ _ _ _ _ ~ <br /> _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - <br />1 ~ I I <br />I 1 ~ I I <br />I I I I • ' <br /> <br />^ p <br />80 '~ I I i t I i <br />~ 1 1 I~ i i <br />---1--- ~--------~--- ~--- <br />I <br />--- <br />1 <br />~ <br />~ <br />• <br /> #~ <br />V~ - <br />- <br />---- <br />i I I I ~ I I _ _ - _ r _ _I .. _ _ _ _ _ - _ _ _ _ - - <br />--- <br />---- <br />-- <br />I I I I I <br /> 1 I I ~ I I I ~ <br />' <br /> V 70 ~ _ _ _ I _ _ i _ I _ ' _ _ I I <br />- <br />i 1 <br />- -I-- - <br />- - <br />-- - <br />- <br /> <br />C <br /> <br />' ~ <br />r <br />~ <br />r- <br />r-- ~ <br />I I I , I - 1--- -1 - • ~ - - - - - -1---- <br /> (Q I I I i I I ~ I , • i I <br />' <br /> ~+ <br />~ <br />60 I I I I <br />, , . I I <br />--.---w--------«---~--------~---~ ~~ I I <br /> Q I I I ~ I I ~ I . ~ - - - ~ - - - 'I- - - - <br />1 I I I I <br /> <br />V <br />5O I ~ I i , . i ~ I <br />___1___J________1___J___-____-.___~~_ _-__ _ __.. <br />_ <br /> _ <br />__ <br />I I ~ I i - - - - - - - - - - - - - - <br />" <br /> I <br />I I I I • <br /> I ~ <br /> i > 40 ~ --; - ;- - '~ - ---~ <br /> -- <br />I I . ~ <br />I I ~ I <br /> <br />1 <br />30 <br />_,_ ' <br />I -- I----'.-- ~, I <br /> <br /> <br />~ 1- - ---- <br />1 ~ i I •" I ~ ~ I ~ <br />1 <br /> ~ <br /> <br />~. _ <br />20 ~ 1 ~ I I I <br />I I , , <br />-1----I- -~-~ ~ I I I I <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _ J _ - _ -~_ _ - - - - - - J - - - -,- - - - ~. - - - ~ - - - J - <br />I I I • - - - <br /> I I ~I ~ I I 1 I <br />I I I <br />~. <br />• <br /> <br />'- <br />10 I ~ <br />I <br />I---'--~ I ~ I I <br />- - i - - - ~ - - - - ~ ~ - - 1- - - - - - - - - - - - - - - - ~ - - - -~ - - 1 - - - ~ - - - ' - - - - L - - - 1 - - - -I- - - ' <br />~ I I I 1 I I - <br />~ I <br />~ <br />' <br /> <br />I I 1 <br />~ -i-- -r- -~- -r- -T- -I-- <br />, <br />I <br />I I <br />~ I I ~ I I I <br />I I I I I <br />-10 --- ---I--- ------ --- ------ -- I -- ~ I <br />-1 --i_ -1--_- --_y--_-~------- <br />-y'---1---- <br />I ~ I I <br />-20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 <br />Horizontal Distance (ft) <br />~ As Mined - - - -Average Slope <br />Parameter Mined <br />Berm width 45 ft <br />Inter bench angle 79 deg <br />Intermediate setback 30 ft <br />Number of benches 3 <br />Bench height 35 ft <br />O~,erall angle 40 deg <br />Angle of repose 35 deg <br />,, 2nd Intermediate 13.5 cu.yd./ft length <br />~~ 1st Intermediate 13.5 cu.yd./ft length <br />a <br />ca <br />v Main Bench 30.4 cu.yd./ft length <br /> Total 13.5 cu.yd./ft length <br />Holding mass 22.8 ton/ft length <br /> Scale No scale <br /> D <br /> rawn: A. Brown 9-Apr-2008 <br />AdrianBrown Drawing: 138521-MLE <br />1GI°n &ovm Conwlt°nf°, Inc. <br />30 N'°;~$ e <br />~nvmOO <br />File: <br />D:11385 <br />cri15121m1e14 <br />. _ <br />Mine Life Extension S <br />FIGURE 6 <br />SLOPE DESIGN -DRY PIPE ROCK <br />