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

Unit Weight Strength Parameters 7,200
Material c x = 25 ft
(pcf) (psf) (deg.) 7,100
(1) Granitic Gneiss 164 1 129600 20 �°
(2) Mafic Dike 145 500 30
7,000
6,900
2
00
6,800 oc)
Q
6,700 Z
1 6,600 O
;6-,
M
a)
6,500 LJJ
6,400
6,300
6,200
-1,200 -1,100 -1,000 -900 -800 -700 -600 -500 400 -300 -200 -100 0 100
Horizontal Distance (ft)
Morrison Quarry Case 8 (Dike 4, x = 25 ft)
Jefferson County, CO ! Sensitivity Analysis
Stability Model
E I Consultants
Aggregate Industries July 2018 Figure 15