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78 <br />78 <br />El <br />I brz Seismic Coef.: <br />68 <br />68 <br />58 <br />58 <br />48 <br />48 <br />Pmject Site Limits <br />38 <br />38 <br />28 <br />2.0 e-41TP-3 P-a <br />Building load =190 psf <br />28 <br />B-2 &1 P-3 &101/103 • <br />TPA <br />18 <br />18 <br />8 <br />wpm—, <br />_ 8 <br />�=+ <br />t r <br />r <br />t I <br />w <br />-12 <br />► t <br />-12 <br />I.J. <br />-22 <br />_.. <br />-22 <br />-32 <br />Factor of Saf ety <br />-32 <br />■ 20- 2.1 <br />42 <br />s z1-2.2 <br />❑ Z2-2.3 <br />-42 <br />E3 23- 2.4 <br />-52 <br />■ 24- 2.5 <br />s z5-2.6 <br />-52 <br />a 26- 2.7 <br />-62 <br />s 27- 2.8 <br />62 <br />■ 28- 2.9 <br />■ z 29 <br />-72 <br />-72 <br />-82 <br />- - - — -- <br />-82 <br />-200 <br />-100 <br />0 100 <br />200 300 <br />400 <br />Distance <br />Slope Stability - Static Condition <br />Port of Everett Waterfront Place Central PGL Site <br />Everett, Washington <br />GEoENGINEERS <br />Figures <br />Color <br />Mlle <br />Mope Stability <br />Unit <br />Ei�lf�Ve <br />Material Model <br />Ylkight <br />Frician <br />(PM <br />k+l� 11 <br />1. Hydraulic FII (Soft ML/Loose to M. <br />Mohr -Coulomb <br />120 <br />28 <br />Dense SM) <br />2. Recent Deposits (Soft to M. Stiff <br />Mohr -Coulomb <br />125 <br />28 <br />MIL/Loose SM) <br />■ <br />3. Recent Deposits (M. Dense SP) <br />Mohr�aulomb <br />125 <br />32 <br />4.GIaaallytArlsdidatedSal(Dertseto <br />lUohr�oulomb <br />130 <br />39 <br />Dense SP) <br />5. IPoprap Rode <br />Mohr -Coulomb <br />125 <br />45 <br />9 <br />