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• <br />Table 2 — Geotechnical Model Results <br />Design Case* <br />Assumed Cohesion <br />Minimum Required <br />Static Factor of <br />Seismic Factor of <br />Friction Angle <br />Safety <br />Safety <br />Case A <br />0 <br />30.9° (static) <br />1.5 <br />1.0 <br />25.8° (seismic) <br />Case B <br />3333 psf <br />00 <br />1.2 <br />1.0 <br />* Note: <br />Case A, top elevation 7440 (top of No -Name Gulch), no benches <br />Case B, top elevation 7440, (top of No -Name Gulch), two 300 - foot -wide benches at approximately <br />elevations 6835 and 7185 <br />i <br />Revised April 2, 2010 f �L C O <br />2�� <br />