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
7100 x = 200 ft Material c' '
(Pcf) (Psf) (deg.)
(1) Granitic Gneiss 164 129,600 20
7,000 (2) Mafic Dike 145 500 30
6,900 2
00
00 6,800
L 6,700
O 6,600
cu
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 1 (Dike 2, x = 200 ft)
Jefferson County, CO Sensitivity Analysis
Stability Model
E I Consultants
Aggregate Industries July 2018 Figure 1