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2009-09-16_REVISION - C1980007 (3)
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2009-09-16_REVISION - C1980007 (3)
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Last modified
8/24/2016 3:55:28 PM
Creation date
9/22/2009 2:26:03 PM
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Template:
DRMS Permit Index
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
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Slope Stability: Proposed Pond M85E <br />West Cross Section, Max. Pool Elevation (Steady-state) <br />Static, USSR <br />File Name: Pond _M85E_MaxPool Static_USSA.gsz <br />Last Saved Date: 911512009 <br />Last Saved Time: 3:13:58 PM <br />Analysis Method: Spencer <br />O <br />O <br />6.045 <br />X <br />_ 6040 <br />C <br />O <br />m 6035 <br />N <br />W <br />Name: Embankment Material <br />Model: Undrained (Phi=O) <br />Unit Weight. 125 pcf <br />Unit Wt. Above Wafer Table: 115 pcf <br />Cohesion: 1000 psf <br />b.U19 r <br />Horizontal Distance [ft] <br />•' • _• • _ Contour intervals are FS=0.1 <br />' • Name: Compacted Foundation Material <br />' Model. Undrained (Phi=0) <br />• • - Unit Weight: 125 pcf <br />y,. Unit Wt. Above Water Table. 115 pcf <br />- 6.070 <br />6.065 <br />6 060 <br />6.055 <br />6 045 <br />C <br />C <br />6 040 <br />6 035 <br />b-030 <br />L:t <br />L!? <br />6 015 <br />6.010 <br />60 <br />20 30 40 50 60 70
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