2023-10-31_REVISION - M1973021 ‎(16)‎

• Permit No: M1973021
• IBM Index Class Name: Revision
• Doc Date: 10/31/2023
• Doc Name Note: Attachment A - Rule 6.5 Geotech Stability Exhibit - App C-Calculations
• Doc Name: Request for Technical Revision
• From: Holcim - WCR, Inc.
• To: DRMS
• Type & Sequence: TR9
• Media Type: D
• Archive: No

N
a Symbol JOINT TYPE Quantity
a
o a o 2 103
� a a
a x 3 32
o a x 0 4 13
o x o* +
o
a 5 7
o a ° Discontinuity Sett 1
° o ❑ a
x ❑ Discontinuity Sett 1
ao ❑o ° ❑ a Discontinuity Set 3 1
a a s p ❑ o Discontinuity Set 4 1
❑+ o Discontinuity Sets 1
+ a o + +o+o ❑ � Discontinuity Seth 1
a a + x ° ❑ ° ❑ o Discontinuity Set 7 1
°o + o x o �o o + 8 x❑❑ ° ❑ x Discontinuity Set 8 1 o
° + + o ° + o d; , oo ❑ ❑ o o Discontinuity Set 9 1
0
o ❑ m ❑ + Foliation 195
a + + +o o° pox o o �0700 ❑ ° Joint 48
o x
n ° ❑
W a ° + p
°+x ^ ❑ ❑❑ E Joint 2 69
° ° ° ° °° x o p �X o ° O ❑ a Joint 3 69
° o° o Joint 4 17
°
D ° ° +° o ° ° + ° > Joint 5 5
x O O ❑
° o ° ;' °❑ Joint 6 16
° a o ° ❑❑
° 4' ° ❑ Color Density Concentrations
o
a ° w+ °� X, ° 0.00 - 0.90
a e §
0.90 - 1.80
x 0 1.80 - 2.70
o 2.70 - 3.60
... ❑
P4I ❑ 3.60 - 4.50
.. ::. 4.50 - 5.40
p' D ❑ 5.40 - 6.30
6.30 - 7.20
xx 7.20 - 8.10
C Ct 8.10 - 9.00
Contour Data Pole Vectors
..e..e..e.e..e..e..e..e..e..e..e.e..e..e..e..e..e..e..e.e..e..e..e..e..e..e..e.l Maximum Density 8.19%
Contour Distribution Fisher
vvcv Counting Circle Size 1.0%
J Kinematic Analysis Flexural Toppling
Slope Dip 85
Slope Dip Direction 180
Friction Angle 270
Lateral Limits 350
Critical Total
Flexural Toppling(All) 53 583 9.09%
Plot Mode Pole Vectors
Vector Count 583(583 Entries)
Hemisphere Lower
Projection Equal Angle
Project
Morrison Quarry
Analysis Description
i n Stereonets and Kinematics
Drawn By W N B Company H DR
DIPS 8.018 1
Date 12/13/2022, 5:57:59 PM File Name Stereonets_AI I-Data.dips8