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2008-04-15_REVISION - M1980244 (197)
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2008-04-15_REVISION - M1980244 (197)
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Last modified
6/15/2021 5:52:03 PM
Creation date
5/6/2008 3:44:53 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
VOL IV APP 5 Attachment 3 Wildhorse Extension Mine Slope Design
From
CC & V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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• WHEXSIopeEvaluation AdrianBrown <br />• <br />• <br />Report 1385L.200309017 <br /> <br />PLAT <br />E 2 - SLOPE AND <br />BENCH DESIG <br />NS I <br /> <br /> <br />69000 S <br />s ~ S <br /> <br />f <br /> <br />69W0 <br /> O <br />I <br />1 <br /> <br />NORTH WALL ~ Q ~ NORTHEAST WALL <br />Material: Volcarncs <br />° D <br />~ M teriaf: Granite/Gneiss <br />Slope: 60 <br />Overall <br />Water: Expected Q, <br />o ~ Shope: 45° Overall <br /> <br />6~°° <br />~a Water: Limited <br />b~D <br />Bench: Single Bench <br /> <br />35 ft Bench Height <br />~ <br />~ ~ Bench: Single Bench <br />~ <br /> <br />20 ft Catch Bench 35 ft Bench Height <br /> <br />Roads: Generally stable ® 35 ft Catch Bench <br /> Roads: May be locally <br /> 1 unstable <br /> <br /> <br /> <br /> <br />eoaD ,~. <br /> <br />~; -~ <br />a <br /> <br />T03- <br />c; <br />~ <br /> <br /> <br />sm°D <br /> ~ Q <br /> <br />i <br />' . ~ <br /> ~~~ ~~ <br />''S <br />~ a <br /> G <br />D <br />"°°° 61000 <br /> WEST WALL SOUTHEAST WALL <br /> <br /> <br />Material: Volcanics <br />5 <br />~. <br />l ~ <br /> <br />Material: Volcanics <br /> Slope: 60° Overall ~. ; : Sl;ape: 50° Overall <br /> Water: Not expected ~ `~~~~~ Water: Limited <br /> Bench: Single Bench B nch: Single Bench <br /> 35 ft Bench Height - 35 ft Bench Height <br /> 20 ft Catch Bench ~m° '• 60DDD 30 ft C <br />t <br />h B <br />h <br /> ; <br />~ <br />I a <br />c <br />enc <br />Roads: Generally stable ~`~`~ <br />"~ ~~ <br />' <br />~~' ~ ~~~~ ~ ~- ~~~~ '~'~~ <br />Roads: May be locally <br /> 1 unstable <br /> <br />sso°D VHCOZ-3 ~ <br />~ <br />5900D <br />$ <br />n . e , : f <br /> <br />as <br />
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