2018-09-06_REVISION - M1973021 ‎(11)‎

• Permit No: M1973021
• IBM Index Class Name: REVISION
• Doc Date: 9/6/2018
• Doc Name Note: PART 4 OF 7
• Doc Name: Request For Amendment To Permit
• From: GEI Consultants
• To: DRMS
• Type & Sequence: AM6
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

7,200
Unit Weight Stren th Parameters
x = 100 ft Material c'
7,100
(pcf) (psf) (deg.)
(1) Granitic Gneiss 164 129,600 20
7,000 (2) Mafic Dike 145 500 30
6,900
0�0 6,800
L 6,700
p 6,600
(U
W 6,500
6,400
6,300
6,200
-100 0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200
Horizontal Distance (ft)
Morrison Quarry �� Case 2 (Dike 2, x = 100 ft)
Jefferson County, CO Sensitivity Analysis
P I Consultants
Stability Model
Aggregate Industries July 2018 Figure 3