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2022-12-16_PERMIT FILE - M2021067
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2022-12-16_PERMIT FILE - M2021067
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Last modified
12/19/2022 8:34:38 PM
Creation date
12/19/2022 9:20:25 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2021067
IBM Index Class Name
Permit File
Doc Date
12/16/2022
Doc Name
Adequacy Review Response
From
Asphalt Specialties Co.
To
DRMS
Email Name
ECS
MAC
Media Type
D
Archive
No
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E <br /> 150 Permit Boundary 150 <br /> 140 140 <br /> 130 130 <br /> 120 50 ft min � 120 <br /> 110 —► 110 <br /> _ l00 IOD <br /> 225 <br /> : tcr %ry ',` "w Too Drain <br /> 70 <br /> 70 <br /> W 60 60 <br /> 50 50 <br /> 40 40 <br /> 30 30 <br /> 20 20 <br /> 10 10 <br /> 0 0 <br /> 10 20 30 40 50 60 70 90 90 100 110 120 130 140 150 160 170 190 190 200 210 220 230 240 250 20 270 280"0 300 310 3211 330 340 350 360 <br /> Distance(ft) <br /> Figure 3: Critical slip surface of static analysis at maximum slope <br /> 150 permit Boundary 150 <br /> 140 140 <br /> 130 130 <br /> 120 50 ft min 1 1S4 120 <br /> 110 — — 110 <br /> 100 100 <br /> .� 2.25 <br /> r{ ' t'rc� t 90 <br /> �, %kZp1y+ ;1 s '4" 3�, _x4 h " - •' ,�� <br /> k -'�..,�: 2..•�y a 3so <br /> Toe Drat <br /> 511 50 <br /> 40 40 <br /> 30 30 <br /> 20 20 <br /> 10 10 <br /> 0 0 <br /> 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 190 190 20D 210 220 230 240 250 260 270 M 290 300 310 320 330 340 350 360 <br /> Distance(ft) <br /> Figure 4: Critical slip surface of seismic analysis at maximum slope <br /> Stiles Mine <br /> La Salle,Colorado <br /> EEC Project No. 1212092 <br />
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