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W <br />0 <br />Slope Stability Analysis- Cross Section C-C' Proposed Static Conditions <br />CID <br />C W 0 Option A <br />z <br />N C Morgenstern -Price most critical surface with minimum FOS = 2.834 <br />Q <br />o <br />Residence <br />to <br />- C <br />o m <br />Undocumented Fill <br />CID <br />Internal Friction Angle: 20' <br />o Cn <br />0 °o <br />Moist Unit Weight: 138 pcf <br />n <br />Cohesion: 0 psf <br />Structural Fill <br />o. n <br />Internal Friction Angle: 38' <br />D <br />Moist Unit Weight: 135 pcf <br />0 N <br />110 <br />Cohesion: 0 psf <br />(n �: <br />Subsurface Pile - designed to resist <br />shear of 150,000 Ibf. 6 ft o/c spacing <br />�• <br />90 <br />Critical Slip Surface <br />E <br />70 <br />Advance Outwash <br />_ <br />Internal Friction Angle: 36' <br />Moist Unit Weight: 128 pcf <br />- — <br />0 <br />Cohesion: 0 psf <br />3 <br />> <br />50 <br />= <br />WCn <br /><< N O <br />30 <br />Transitional Beds <br />x m N <br />Internal Friction Angle: 35' <br />N ° <br />Moist Unit Weight: 133 pcf <br />o <br />Cohesion: 150 psf <br />O <br />10 <br />im —i <br />cn m <br />c-)C-2 <br />10 <br />m� c� <br />-10 <br />10 30 50 70 <br />90 110 130 150 170 190 210 230 250 270 290 310 330 <br />a <br />Distance <br />� <br />Z <br />0 <br />A <br />G1 <br />N <br />N <br />ID <br />N <br />CD <br />O <br />3 <br />NOTES: Not to scale <br />A <br />Elevations are Approximate <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 />