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Dames & Moore, 1999 - USDA Forest Service

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3.28 -. Tailings Pile 3<br />

3.2' Static Conditions<br />

February 2, 1998<br />

Job NO. 17693-005-019<br />

Holden Mines FUIFS<br />

File Name G:\ 17693005\T3A-2st.slp<br />

o Minimum Factor of Safety = 1.096<br />

3.23<br />

- X<br />

3.21<br />

4<br />

3.22<br />

n<br />

5 3.20<br />

C<br />

0 . 3.19<br />

CI<br />

.c,<br />

a 3.18<br />

-- ti 3.17<br />

W<br />

3.i6<br />

3.15<br />

3.14<br />

Glaicial Till<br />

phi40, ~~200, UW-140<br />

, c=5O psf. UW-116 p<br />

3.1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 . 1 1<br />

0 10 20 30 40 50 60 70 80 90 100 1 10 120 130 140 1 SO 160 170 180 190 200 2 10 220 230 240 250 260 270 280<br />

Horizontal Distance (fi)<br />

Figure 4.2-18<br />

HOLDEN MINE SITE SLOPE STABILITY<br />

I CROSS SECTION D-D'<br />

I nAMES & MOORE<br />

STATIC CONDITIONS<br />

Job NO. 17693-005-019<br />

WES a MOORE GROUP COMPANY<br />

Holden Mine RIIFS<br />

Draft Final RI Report

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