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• • <br /> Description: Sedimentation Pond 016 Stability Analysis <br /> Comments: Seneca II W Mine Area <br /> • • • • • • File Name: senecapond016.s1p <br /> • • • Last Saved Date: 3/8/00 <br /> • ~ ~ ~ Analysis Method: Bishop <br /> <br />... P.W.P. Option: Piezometric Lines 1 Ru <br /> ~.es • • • Seismic Coefficient: (none) <br /> ' ' '1.soz ' ' <br /> .. <br /> <br />~ • .. <br />• ~ <br />Description: Embankment <br />. .. .. Unit Weight: 130 <br /> ~.so • • • • Cohesion: 338 <br /> " ' Phi: 27.5 <br /> .. ... <br />Unit Wt. above WT: 120 <br /> • • • • ~ • ~ <br /> <br /> • • • • • • • • • • • _ ~ _. ~~_ , y, <br />: <br /> 7 <br />45 ,' ,. <br />-: rt ~.'> r .:_+" <br /> <br />o . Downstream slope at 3H:1 V <br />r Descnption. <br />Water. <br />r , <br />_ Unit Weight: 62.4 <br />., <br />~ <br />. 7 40 ~ Description: Foundation Soil •- <br /> _ <br />_ " ` Soil Model: Mohr-Coulomb. <br /> • ~': UNf 1N6ight:.130; ., <br /> <br /> Phj:29.9 ~ . <br /> 7.3s ~ <br />~ llriit;Wt, above WT; 120 <br /> .. ~ ~ ~ ' '. Piezomet(ic L(ne #:_1 <br /> ,: .. <br />., . <br /> . .. <br /> F.. <br /> 7 <br />3 <br /> . <br />0 <br /> 0 50 100 150 200 250 300 350 400 <br />feet <br />