2009-09-16_REVISION - C1980007 ‎(3)‎

• Permit No: C1980007
• IBM Index Class Name: REVISION
• Doc Date: 9/16/2009
• Doc Name: Email Regarding Attached Stability Analysis Conducted by Barr Engineering
• From: Kathy Welt
• To: Tom Kaldenbach, Marcia Talvitie
• Type & Sequence: TR119
• Email Name: TAK
• Media Type: D
• Archive: No

Slope Stability
Slip
Surface
x (ft)
Y (ft)
PWP (psf)
Base Normal Stress (psf) Frictional
Strength
(psf) Cohesive
Strength
(psf)
5232 -67.461985 6039.75 11.77.999875 817.01956 r O7
5232 -65.809735 6038.1035 180.74746 E 90.63847 0 1000
5232 -62.97071 6035.5 343.21615 1263.0386 0 1000
5232 -60.13169 6033.2435 484.01699 1493.0962 0 ,000
5232 -57.29267 6031.281 606.44071 1687.2798 0 1000
5232 -54.453645 6029.576 712.84264 1850.1985 0 1000
5232 -51.61462 6028.1 11804.96682 1985.2379 0 1000
5232 11-48.7756 :][W26.83 884.11866 2094.9407 :JJO ::]11000
5232 -45.93658 6025.7555 951.21851 2181.2987
1
0 1000

10 5232 -43.097555 6024.86 1007.1259 2245.8081 0 1000
-? 11
11 5232 -40.25853 =6024.1355 1052.3144 2289.5775 0 1000
12 5232 -37.41951 6023.575 1087.308 112313.5683 0 711000
13 5232 11-35.5 6023.269 1106.4228 2340.2429 0 1000
14 5232 11-34.5 6023.1465 1114.0558 2368.1263 110 111000
15 5232 -33.5 6023.0435 1120.5112 2410.5826 ::]Io 1000
16 5232 -31.5 6022.9135 =11286237-1[2520,4742 0 11
1000
,
17 5232 JI-28.5 6022.8315 1133.733 2669.2991 0 1000
=I
_
18 5232 -25.5 6022.919 1128.2706 2794.7525 0 1000
19 5232 -22.5 ?]16023.17 1112.1558 712896.9103 0 ::]11000
20 5232 -19.5 6023.608 111085.2464 2975.3947 0 7111000 771
21 5232 -16.583335 6024.1945 1048.6542 3028.8379 0 1000
22 523 ]-13.75 6024.933 1002.5979 3057.8271 0 J[1000

52
23 32 -10.916665 6025.842 11945.86725 3063.5391 0 1000
24 5232 -8.5 6026.7475 889.36183 3049.3266 0 1000
25 5232 -6.75 6027.492 11842.91029 2982.746 0 1000
26 5232 -4.5 716028.5905 774.3378 2805.819 -JIO ]1000
27 5232 -1.5 6030.239 671.48138 2547.7789 0 1000
28 5232 1.5 6032.155 551.92453 2257.3183 0 ]11000
29 5232 4.5 6034.3755 11413.38416 1929.9264 0 111000
30 5232 7.75 =L6037.2055 236.78233 1429.4328 0 1000
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