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0 <br />Slope Stability Analysis- Cross Section C-C' Existing Static Conditions <br />(Z W CID <br />Morgenstern -Price most critical surface with minimum FOS = 0.965 <br />W z <br />N C: <br />W N 3 <br />Cr <br />CD <br />Q <br />0 <br />Cn <br />mResidence <br />m <br />Undocumented Fill <br />o <br />Internal Friction Angle: 20' <br />() ' <br />Moist Unit Weight: 138 pcf <br />n C_n <br />Cohesion: 0 psf <br />m <br />X. <br />N <br />110 <br />N <br />Critical Slip Surface <br />____ _ <br />-- <br />Cn <br />- <br />5 <br />90 -- <br />E <br />70 <br />Advance Outwash <br />_ <br />Internal Friction Angle: 36' <br />Moist Unit Weight: 128 pcf <br />- <br />— <br />O <br />Cohesion: 0 psf <br />3 <br />CID <br />50 <br />= <br />W <br />cm�n <br />O <br />30 <br />Transitional Beds <br />x <br />Cn = <br />Internal Friction Angle: 35' <br />.7 <br />Moist Unit Weight: 133 pcf <br />o <br />® <br />Cohesion: 150 psf <br />10 <br />im —1 <br />C- > <br />-10 <br />-10 10 30 50 70 90 110 130 150 170 190 210 230 250 270 290 310 330 <br />Distance <br />�Z <br />0 <br />A <br />G1 <br />N <br />N <br />ID <br />12. <br />N <br />CD <br />O <br />3 <br />NOTES: Not to scale <br />Elevations are Approximate <br />Z <br />A <br />:;:\Users\DannvNelson\Nelson <br />Geotechnical Associates, Inc\Nelson Geotechnical Associates, Inc - Comoanv\2022 NGA Proiect\13333-22 Miller 59th Street SW Slope Evaluation Everett\Draftino\slope stabilitv.dwo <br />