PROJ00243

• Contract/PO #: C153680
• Contractor Name: Santa Maria Reservoir Company
• Water District: 0
• County: Hinsdale
• Bill Number: SB 94-029
• Loan Projects - Doc Type: Feasibility Study

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100 Trial Surfac.. Have Been Generated.

10 Surfaces Initiate From Each Of 10
Alonq The Ground. Surt'.lce Between x-
and X

"oint.
10.00
25.00

Equally Spaced
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Each Surface Terminate. Between X - 155.00 ft.
and X - 175.00 ft.

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Unless Further Limitations Were Imposed, The Minimum Elevation
At WhiCh A Surface Extends 1. Y _ 10.00 ft.

10.00 ft. Line Seqments Define Each Trial Fdlure Surface.

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Followlnq Are Dbpllyed The Ten MOlt Criticd Of The TriAL
Failure Surfaces Examined. They Are Ordered - Most Critical
Flut.

. . Safety Factors Are Calculated By The MOdified Janbu MethOd . .

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Failure Surface Specified By 17 Coordinate Point,

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Point X-Surf "(-Surf
No. (ft) Iftl
1 21.61 229.83
2 31.44 221.73
3 41.36 226.41
. 51.36 226.07
, 61.35 226.51
, 71.26 227.80
, 81.03 229.94
, 90.58 232.90
. 99.8S 236.66
10 108.76 241.20
II 117.25 246.49
12 125.26 252.47
13 132.73 259.12
14 139.60 266.38
" 145.84 274.20
" 151.38 282.53
l> 155.48 290.00
1.467

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Individual dah on the 21 aliee.
W.ter Water T'. T'. Earthquake
Force Force Force Force Force Surchllrqa
slica Width Weight Top Bot Norm Ton ." V., Load
No. Ftlm) Lba(kq) Lb. (kq) Lb'lkq) Lblikq) Lbslkq) Lb,(kql Lba(kq) Lbl(kq)
1 U 518.1 304.8 56t.6 ,0 .0 .0 .0 .0
2 1., 276.5 64.4 194.6 .0 .0 .0 .0 .0
3 ., 156.3 ,.. 80.5 .0 .0 .0 .0 .0
. ... 6J69.6 .0 2795.3 .0 .0 .0 .0 .0
5 10.0 14062.1 .0 6127.3 .0 .0 .0 .0 .0
. 10.0 20475.2 .0 8922.7 .0 .0 .0 .0 .0
, ., 1541.7 .0 676.9 .0 .0 .0 .0 .0
. '.J 24006.4 .0 10375.0 .0 .0 .0 .0 .0
. ... 28775.1 .0 10063.8 .0 .0 .0 .0 .0
10 .., 30507.3 .0 8474.0 .0 .0 .0 .0 .0
II '.J 30770.9 .0 6316.2 .0 .0 .0 .0 .0
12 ... 29642.4 .0 3715.5 .0 .0 .0 .0 .0
13 '.1 19741.3 .0 851.3 .0 .0 .0 .0 .0
14 2.' 7534.7 .0 .0 .0 .0 .0 .0 .0
15 '.0 24169.2 .0 .0 .0 .0 .0 .0 .0
16 U 20346.5 .0 .0 .0 .0 .0 .0 .0
l> ,.. 15949.4 .0 .0 .0 .0 .0 .0 .0
16 6.2 11266.' .0 .0 .0 .0 .0 .0 .0
U ,., 6609.4 .0 .0 .0 .0 .0 .0 .0
20 ., 503,7 .0 .0 .0 .0 .0 .0 .0
21 3.' 1324.0 ,0 .0 .0 .0 .0 .0 .0
Failure Surface Specifiad By ,. Coordinate Points
Point X-Surf Y-Surf
No. 1ft) (ft)
1 13.33 230.61
2 23.05 228.30
3 32.92 226.69
. 42.88 225.86
, 52.88 225.80
, 62.86 226.51
, 12.75 228.00
, 82.49 230.25
, 92.03 233.25
10 101.31 236.98
II 110.21 241.42
12 1It.86 246.54
13 127.03 252.31

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