2022-03-25_PERMIT FILE - M2022001

• Permit No: M2022001
• IBM Index Class Name: Permit File
• Doc Date: 3/25/2022
• Doc Name: Adequacy Review Response
• From: Civil Resources, LLC
• To: DRMS
• Email Name: PSH
• Email Name: JLE
• Media Type: D
• Archive: No

Factors of safety have been calculated by the :
* * * * * SIMPLIFIED BISHOP METHOD * * * * *
The most critical circular failure surface
is specified by 24 coordinate points
Point x-surf y-surf
No. (ft) (ft)
1 177 . 89 4697 . 05
2 170 . 94 4696.25
3 163 . 96 4695. 75
4 156. 96 4695 . 54
5 149. 96 4695. 63
6 142 . 97 4696.02
7 136.01 4696. 70
8 129.08 4697 . 68
9 122 .19 4698 . 96
10 115.37 4700 . 53
11 108 . 62 4702 . 38
12 101 . 96 4704 .52
13 95 .39 4706 . 95
14 88 . 93 4709. 65
15 82 . 60 4712 . 62
16 76 .39 4715 . 87
17 70 .33 4719.37
18 64 .42 4723 . 13
19 58 . 68 4727 . 13
20 53 . 12 4731 .38
21 47 .74 4735 . 86
22 42 .56 4740 . 56
23 37 .58 4745 . 48
24 37 .09 4746. 00
**** Simplified BISHOP FOS = 1 . 746 ****
The following is a summary of the TEN most critical
surfaces
Problem Description : Section 20 Silt Pond Static
FOS Circle Center Radius Initial
Terminal Resisting
4