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

Point x-surf y-surf
No. (ft) (ft)
1 193 . 95 4696.00
2 200 . 90 4695 . 16
3 207 . 88 4694 . 70
4 214 . 88 4694 . 63
5 221 . 87 4694 . 93
6 228 . 84 4695 . 63
7 235 .76 4696. 70
8 242 . 61 4698 . 15
9 249.36 4699. 97
10 256.01 4702 . 16
11 262 .53 4704 . 71
12 268 . 90 4707 . 61
13 275 .10 4710 . 86
14 281 . 12 4714 . 45
15 286. 92 4718 . 35
16 292 . 51 4722 . 57
17 297 . 85 4727 . 09
18 302 . 94 4731 . 90
19 307 .76 4736. 98
20 312 .30 4742 . 31
21 315.10 4746 .00
**** Simplified BISHOP FOS = 1 . 604 ****
The following is a summary of the TEN most critical
surfaces
Problem Description : Section 20 Slurry Wall 50 ft
Static
FOS Circle Center Radius Initial
Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-
coord Moment
(ft) (ft) (ft) (ft)
(ft) (ft-lb)
l . 1 . 604 212 . 76 4822 . 39 127 .78 193 . 95
315. 10 2 .242E+07
2 . 1 . 605 209. 02 4833 . 10 138 .20 191 . 58
316 . 30 2 .380E+07
3 . 1 . 607 212 . 67 4821 . 81 127 . 84 190 . 00
315 . 57 2 .307E+07
5