PERMFILE107575

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: AS-BUILT REPORT SEDIMENTATION STRUCTURES POND 016
• Section_Exhibit Name: TAB 13 ATTACHMENT 13-5F
• Media Type: D
• Archive: Yes

w
550
500
450
Description: Embankment
Soil Model: Mohr-Coulomb
Unit Weight: 130
Cohesion: 338
Phi: 27.5
Unit Wt. above WT: 120
Piezometric Line #: 1
*~...,
<~/,~/~_
18
a0o
Description: Sedimentation
Fife Name: senecapond010as I a
Last Saved Date: 11/14J00 .j "'`~ r f; Descrlptiori;_l=oundatian Sail
Analysis Method: Spen4er ~.~ N~a r~` ~ Soil Modei: Mohr~Coulomb
35o Direction of Slip Movement: Ri ht to L.~ftM1 ~ ''~
~'; ~ ' °
; Unit tNeight; 19D
Slip Surface Option: Grid and f~adius
'~~ ~ ~
~ °° ~ Cohesion: 0
,
P.W.P. Option: Piezometrio Llnes / Pju
~ .
Phi; 29 ~ .
_
Tension Crack Option: (none) ~ j '° r ~`° '' ~ 5E Unlt W#.
;aboya WT: 120
Seismic Coefficient: (none) ,~, - ~~: ~ A,a"` ' ,
." Rtezometric l.jrie #; 1
'

so c 5.. ~w1 1i
.~ }~ .'tri '^. ~. ..
300+ s.
0 50 100 150 200 250 300 350 400 450
feet