2009-10-08_PERMIT FILE - C1994082A

• Permit No: C1994082A
• IBM Index Class Name: Permit File
• Doc Date: 10/8/2009
• Doc Name: POND 012 LANDSLIDE REPAIR PLAN & SUBSEQUENT SLOPE STABILITY ANALYSIS
• Section_Exhibit Name: TAB 13 ATTACHMENT 13-12B and Addendum 13-12B-A To 13-12B-E
• Media Type: D
• Archive: Yes

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Description: Seneca Pond 12 Slide • •
Comments: Model of post-slide regraded conditions (regrade) ~ ~
File Name: Regraderoad fail.slp
Last Saved Date: 12/8/00 '
Analysis Method: Morgenstern-Price . • '
Direction of Slip Movement: Left to Right .
Slip Surface Option: Grid and Radius ' ' ~ ~ 1.327
P.W.P. Option: Piezometric Lines / Fju . . • • r- ~ •
Tension Crack Option: (none) .
Seismic Coefficient: (none) • • ~ •
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400 .
. •
390 ~ • . . . • '
380
370
• ' • • .
360 • ' '
350
~ ~ •
340
330 • • ' •
~ 320 •
310 Description: W heathered Shale Clay Layer
~ 300 ~ ~ Soil Model: Mohr-Coulomb
U 290 . Unit Weight: 118
~ 280 Cohesion: 115.2
~ 270 Phi: 26.4
260 iezometric Line #: 1
250
240
230 Description: Shale Bedrock
220 Soil Model: Bedrock
210 iez metri Lin #: 1
200

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520
Horizontal (feet)