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2020-07-20_REVISION - M1977342 (5)
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2020-07-20_REVISION - M1977342 (5)
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Last modified
12/27/2024 10:38:24 PM
Creation date
7/21/2020 8:46:21 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
REVISION
Doc Date
7/20/2020
Doc Name
Geotechnical Stability Analysis Report
From
Climax Molybdenum
To
DRMS
Email Name
PSH
Media Type
D
Archive
No
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i <br /> A <br /> d <br /> g I � <br /> Y€I - <br /> I <br /> l <br /> s <br /> Analyzed Design Slope of 4:1 <br /> R FINAL HEIGHT EL-8900. <br /> CURRENT HEIGHT <br /> e <br /> n Z <br /> O <br /> �...� L) <br /> �., W <br /> fN Vl <br /> Legacy operational benches installed N= <br /> as a part of the normal o z U.construction process. u m <br /> }J a0 <br /> Z W <br /> (n 0 <br /> J~W <br /> 9000 9000 a <br /> Analyzed Design Slope of 4:1 a a U <br /> Not to Scale F O <br /> 890 nrau X— 8800 1 \ \ 8900 Q <br /> al <br /> Y <br /> 8800 8800 <br /> g TAILINGS o <br /> a <br /> 8700 STARTER DAM 8700 <br /> Lj <br /> 8600 8600 <br /> FOUNDATION <br /> a 6500 8500 <br /> R§ LEGEND: <br /> —•••— •—•••—•••—••— DESIGN SLOPE (4:1) <br /> rw 0 100 200 <br /> SCALE IN FEET m <br /> Z m <br /> O <br /> NOTE: ( Z <br /> y this figure was also provided as port of the 3 Dam Buttress Phase I response to comments. W <br /> U <br /> 6€ Z <br /> :l <br /> x a. <br /> L <br />
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