PERMFILE116557

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 5/5/2005
• Doc Name: As-Built Sedimentation Structure 016A
• Section_Exhibit Name: Tab 13 Attachment 13-5I
• Media Type: D
• Archive: Yes

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• Pond 16A As-built Stability Analysis Points Along Cross Section C-C'
Point x y Notes
'I 0.00 24.53
2. 61.73 28.05
3 75.50 30.10 Embankment Toe
4 117.70 30.10
5 144.49 33.56
8 148.97 35.20
7 160.69 35.20
£i 175.34 37.91
J 183.07 41.55
1 CI 198.00 44.02
11 217.10 50.30
12 226.50 50.30
13 274.65 70.41
14 363.47 64.72
15 395.49 54.26
1 Fi 417.07 54.49
17 422.38 57.17
18 458.70 70.05
1 £i 522.05 88.76
2CI 72.69 373.10 Failure Center Envelope
21 195.72 61.03 Failure Center Envelope
22 330.23 75.45
23 476.98 75.45
• 24 236.41 56.48
25 280.35 65.09
28 496.26 76.55
29 527.21 81.18
30 0.00 0.00
31 600.00 0.00
32 564.70 87.82
38 600.00 94.96
34 297.04 89.11 Failure Center Envelope
35 600.00 107.78
36 100.73 28.90 Failure Tangenl ETrvelope
37 364.10 93.83 Failure Tangent Envelope
38 370.61 26.36 Failure Tangent Envelope
39 107.08 13.98 Failure Tangent Envelope
40 93.50 31.85 Top Surface of Embankment
41 111.63 35.28 Top Surtace of Embankment
42 114.29 36.07 Top Surtace of Embankment
43 203.88 50.82 Top Surtace of Embankment
44 301.14 79.90 Top Surtace of Embankment
45 316.14 80.00 Top Surface of Embankment
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