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F %oqWtl.\/4 %eVr nftV= W2y01Nr\MM Mlp 20"3) -I4-] KMfgt S IIAIg15Re IIQC•y <br />BN F'IIrt'1S - COI.OUDO <br />Note: <br />Embankment data O 100% eonpoctln (n) for SIB-Slope - M -axial results (Geotecnnled Engineering Group) <br />' 9 -R1Tam AmVd <br />density - 114 <br />Map s.40a111 -u-I <br />cohesion - Bpei <br />tuna of p-Me <br />PHI - 60 <br />ge0el wa p1 <br />Embankment data O 85% compaction (f1) <br />for SB -Slope - trl -axial results (Ceotechnlcol Engineering Group) <br />4crO1 at euerr could ee -slaw vwowl <br />density - 114 <br />cohesion - 7.5ps1 <br />PHI - 55 <br />Note: <br />Embankment data O 100% compaction <br />(/2) for SB -Slope - trl -oxiol results (Geetschnlcal Engineering Group) <br />density 114 <br />cohesion elon - 3.1De1 <br />RECEIVED <br />PHI - 50 <br />Embankment data O 85% compaction <br />(/1) for SIB-Slope = tri -axial results (Geotechnical Engineering Group) <br />AUG 3 0 HU6 <br />density - 114 <br />cohesion - 2.0ps1 <br />Division o1 Reclamation, <br />PHI - 40 <br />30 REG /S <br />p0let4 xmtel,M nines o.. <br />p,.••• l <br />P F* <br />Mining and Safety. <br />I 100040 Maw a.000 <br />a l•a.SM l0a.W0 a.40o <br />s lw.wa Ipp.400 o.aao <br />o : E Wi$•t <br />pond embankment (soil type 0t) .��. GG. ran o ® -mew prrtne. nu fV0,uw peedry <br />• us e0a Its 500 0.40a <br />6 Iw.eW , Sta, O.wp <br />;Q emla <br />o�fWUn plea 9WilfEr, rvbe <br />e 15x.540 21:.50) 0.400 <br />0 152.500 211.040 a.am <br />e I•a.eao an e0o o.aaa <br />U <br />�� •jam ; FACCOR OF SAY -7.4B <br />F'EI' <br />s W.W. .40o 0.040 <br />aw <br />s ' v WMR POND BAO mre ado <br />ex -IV oul9me vorm fans nap2 <br />!/ <br />q e• J <br />ASS <br />ONA%- <br />pond (water) elewatlon. -2' below top of dam . O �� <br />(J� <br />saturation Ila. <br />200 <br />to <br />of nc <br />live If <br />and <br />soil t <br />e p2 <br />150 <br />6 <br />7 <br />8 <br />9 <br />46.4 <br />100 <br />10 <br />8 <br />0 <br />0 <br />