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78 <br />68 <br />58 <br />48 <br />38 <br />28 <br />18 <br />O <br />8 <br />> -2 ___ <br />L1J -12---- <br />-22 <br />-32 <br />-42 <br />-52 <br />i <br />-62 lL <br />72 <br />-82 <br />-200 -100 <br />Failure Wedge Height = 26 feet <br />J Yield Acceleration = 0.01 g <br />J Lateral Spreading = 53 inches <br />Cola <br />Name <br />Slope Stability <br />Material Model <br />unit <br />Weight <br />(pct) <br />Effective <br />Friction <br />Angle (°) <br />❑ <br />1. Hydraulic Fill (Soft MULoose to M. Dense SM) (80%) <br />Mohr -Coulomb <br />120 <br />22.4 <br />1. Hydraulic Fill (Soft MULoose to M. Dense SM) (residual) <br />Mohr -Coulomb <br />120 <br />3 <br />2. Recent Deposits (Soft to M. Stiff ML/Loose SM) (residual) <br />Mohr -Coulomb <br />125 <br />5 <br />. <br />3. Recent Deposits (M. Dense SP) (residual) <br />Mohr -Coulomb <br />125 <br />9 <br />4. Glacially Consolidated Sal (Dense to V. Dense SP) <br />Mohr -Coulomb <br />130 <br />39 <br />5. Riprap Rock <br />Mohr -Coulomb <br />125 <br />45 <br />78 <br />Fbrz Seisnic Coef.: 0.01 <br />—I 68 <br />58 <br />48 <br />Project Site Limits <br />_I �R <br />1.0 a-yTP-3 P-a <br />3-2 &1 P-3 B-101/103 <br />• <br />t <br />TP-4 <br />Building load = 115 psf <br />28 <br />18 <br />'� <br />---- <br />_2 <br />Q� <br />-11 W <br />-22 <br />Factor of Safety <br />-32 <br />■ 1.0-1.1 <br />n 1.1-1z <br />0 1.2- 1.3 <br />-42 <br />❑ 1.3- 1.4 <br />❑ 1.4-1.5 <br />❑ 1.5- 1.6 <br />-52 <br />❑ 1.6- 1.7 <br />❑ 1.7- 1.8 <br />-62 <br />■ 1.6- 1.9 <br />■ a 1.9 <br />-72 <br />-82 <br />0 100 200 <br />300 <br />400 <br />Distance <br />Slope Stability - Seismic Condition <br />Port of Everett Waterfront Place Central PGL Site <br />Everett, Washington <br />GEoENGINEER Figures <br />