2005-06-23_REVISION - M2000016

• Permit No: M2000016
• IBM Index Class Name: REVISION
• Doc Date: 6/23/2005
• Doc Name: Adequacy Review no. 3 geotechnical and Galena Runs
• From: Kathleen Sullivan
• To: Gregg Squire
• Type & Sequence: AM1
• Media Type: D
• Archive: No

e 17.17 7.Y7 77.77 0.01 -0.2 7 0.90 1073'..Y1 778.09 JS1 L 33 1.09
7 15.01 7.93 7).00 0.01 -0.7 ) 0.00 17451.72 1651.67 1771,)9 1.00
0 11.96 7.07 77,96 QAS 3.9 7 0.00 10021.51 199:.17 1863.18 0.99
9 30.00 1.99 {0.00 O.IS 1.9 7 0.00 9767.17 ]A79.Id 5:14.15 0.99
l0 71.89 Leg 40.00 0.25 2.9 3 0.07 9114.44 2472.68 5101.21 0.99
ll J3 J9 :.90 10.00 0.15 6.0 ) 0.00 1186e.1t /771.71 50]:.09 0.91
3] 16.59 1.90 40.00 0.7E fiA 3 0.00 17751.71 1271.31 1995.60 0.9!
11 79.59 :.11 40.00 l.iS 9.J 7 0.00 14506.f.1 /9:7.11 1305.77 0.97
l1 12.17 3.BB 40.06 Lbl 9.2 7 0.00 11339.55 19N .97 /BSD.9d 0.91
l5 75.35 7.93 10.00 2.15 :1.) ) 0.•20 1100 C.C6 19E 7.05 1741.2? 0.97
l6 ]8.20 115 10.00 1.71 12.1 ] 0.00 17779.77 1931.10 1670.19 0.97
37 41.05 1.57 10.00 ).31 15.1 1 0.00 7561.71 7907.78 1569.91 0.97
10 12.7] 1.67 10.00 7.77 iS.l 1 0.00 7267.71 2285.:1 151:.19 0.97
19 11.)9 2.71 10.00 1.31 35.4 3 4,00 1959X.11 3962.77 1?57.03 0.17
10 16~6A I.77 IO.OD 5.09 11.5 3 0,00 13557.41 171 O.Je 79!0.75 0.85
23 19.11 7.77 10.00 6.07 :d .5 I 0.00 121N.S1 /617.19 )217.19 0.85
)7 5221 .71 IO.OD 7.01 1:.6 2 0.00 1161! .15 1510.15 1690.35 0.11
77 54,91 2.71 10.00 9.09 71.6 ] 0.00 11755 C7 /796.03 1510.11 0.11
N 57.64 7.65 10.00 9.21 20.7 S 0.40 10601.74 /220.71 7!7:.66 0.87
]S 60,25 1.65 10.00 10.65 ii.7 ] 0.00 191e7 .:D 1076.57 7}17.77 1el
24 63.94 :.51 10.00 11.71 77.9 3 0.90 949 L 7] ]!10.71 3017.9E 0.17
17 b5.52 :.5/ 10.00 13.10 27.8 3 0.00 402:.27 7624.99 128:.50 0.81
31 6110 2.50 70.00 11.57 10.9 2 0.00 IJBX .57 7/06.50 :6 ..95 0.87
29 70.60 7.50 10.00 16.07 10.9 2 100 1900.44 3170.11 7527. D/ 0.17
]0 73.10 7.41 10.00 17.59 11.9 ] 6.DD 7611 .'.0 2920.9! ]156.10 O.e7
JI 75.57 7.17 10.00 19.27 74.0 2 0.00 6571.51 1E5l .97 2127.1] 0.1]
)7 77.44 }.l] 40.00 70.97 ?7.1 7 100 5770.08 2383.71 1294.24 0.17
A AC.77 l.ll 40.00 73.68 ]7.1 ] 0.00 523'0.62 708 Lt/ 1711.75 0.11
11 97.59 }.2] 40.00 31.50 iD.2 2 0.00 1417.^5 17E7.51 1/26.11 0.12
3i 91.12 1.17 10.00 16.)- 10.2 7 0,00 1917.[3 1111 'rS 1791.85 0.61
)e A7.OS 2.17 44.00 71.3) U.3 7 0.00 1219.56 1165.14 1077.7E 0.92
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)A 91.]9 7.19 10.00 )3.09 15.1 7 0,00 2984.67 /60.21 560 AI 4,!]
79 91.17 0.81 10.00 75.12 15.1 1 O.OD S3E.04 O.OC 167.95 0.07
/0 95.31 :.69 IO.OD 36.57 19.5 1 G.OD 919.37 O.DO 13E .1/ 0.61
/l 97.71 :.49 40.00 31.18 49,5 2 0.00 773.12 0.00 79.2: O.N
iNTR: Malyets 3 - Phase 3, Cell 1 !het
Material end Mater Pmpe[ciee N auter iaLi
Ma[ crial: 2 ;Mahe CouicrrL Ieat[cple; ~ Gvathusden
Coheaton Ph: UnitMetight 8v
Loa u.o 94.aD 1.16
Mec erie:: 7 ;MahrCraflm6 taxt~ic; ~ Send end 4tavel
Coheeien Ph: UnicMcl9h[ Rv
0.00 352 130.20 1.10
Met eriel7 3 IXah[ Cwlmh Isocrcpi ci ~ MeetRered Clayet rne
fohesicn Ph: L'nltlfe fight Ru
0.00 11.7 125.90 1.10
Mat erial: 1 INC4r ~CcvlmD te0tr7p: ei - Intact Pedrock
Cohesion Phi L7:ItMelght 8v
700.00 76.0 111,00 1.10
Unt t relghe of wter~ 62.450 (talc rei 9ht of es ter/medlue aWee 9 tou:3d[ U.IS C
Mat
- erial Pro[ilae li prof heel
--
----
--
aro -
-
-
file: 1 17 poinul Wtetial teneatAi 1 ~
2nuct Bedrock
30.09 0.00 II0.04 0.00
i:o t lie: 2 17 polnu: Meterial keneeth: 3 9tatherad Clayatane
10.00 1.00 110.00 1.00
Pro l file: 3 it point el Mater lal keneacn: 7 ~ And e~ Csevel
10.00 36.00 II0.00 )6.00
Pro file: 1 I7 pofnta7 Material leae atD: 1 ~ OverLU[dea
10.00 55.00 110.00 55.00
Blo pe Surface !b poioul
30.00 9.00 0.00 O.OD 77.05 11.06 11 .00 14,00 If.30 17.99
92.10 17.20
Phr
... eatic durtaa td points)
.............
0.00 0.00 1.00 1.00 1.00 1.00 32 .00 16.10 37.00 17.10
5'.50 77,00 75.00 16.00 11.10 13.90
PaS 1u[e 511[face
Ci s uiar eudan Mfined bp: %L, %A,A
Ci r le ceacte: Ifi 10.27 YC: 97.00 Circle tedlva : R: 9'..02
Int ereectionn %L: 0.26 ri.: 0.57 1tp: 11.70 TB: 11.99
Gene rated failure surfece I:]0 pointel
0.76 O.SF 5.62 O.C9 31.12 -0.02 16 .59 0.19 21.97 0.72
]7.11 1.5E 37.65 2.71 71.89 I.ld 1) .03 5.91 19.07 e.aD
53.97 10.1E 57.77
71.97 16.17 72.77 13.00
70.07 52.11
7:.73 15.90
34.11 fiE
15 .7J 19.01
.61 ]2.19 70.9E
18.70 12.50
12.99