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p <br />Safety Factor <br />N <br />0.000 <br />0.250 <br />Slope Fill <br />❑ <br />13] <br />Mohr{oulomb <br />630 <br />35 <br />0.500 <br />Native Alluvium <br />0.750 <br />335 <br />Mohr{oubmb <br />5 <br />30 <br />PiezomMric Tinel <br />1.000 <br />Native Shale Betlrock <br />❑ <br />1l0 <br />Infinite strength <br />1.250 <br />None <br />1.500 <br />1.750 <br />p <br />2.000 <br />2.250 <br />2.500 <br />2.750 <br />3.000 <br />3.250 <br />3.500 <br />1.956 <br />MahMlN.ttte <br />Oyer <br />Unit Weight Strength Type <br />Qbs/R31 <br />[oheslon Ph'. 6urlace <br />1psf� (deg) <br />3.750 <br />4.000 <br />p <br />4.250 <br />4.500 <br />4.750 <br />5.000 <br />5.250 <br />5.500 <br />5.750 <br />MI <br />6.000+ <br />o <br />♦\ <br />= <br />-50 <br />0 50 <br />100 150 <br />200 <br />250 <br />300 <br />Date: <br />4/29/2015 <br />Proposed Parkdale Quarry Reclamation <br />Applegate <br />File: <br />SS_EmbMode11.75_l.slim <br />Drained w/ Slope 1.75HAV <br />Group, inc. <br />Scale: <br />1:450 <br />WATER RESOURCE ADVISORS FOR THE WEST <br />Slope Fill <br />❑ <br />13] <br />Mohr{oulomb <br />630 <br />35 <br />None <br />Native Alluvium <br />❑ <br />335 <br />Mohr{oubmb <br />5 <br />30 <br />PiezomMric Tinel <br />Native Shale Betlrock <br />❑ <br />1l0 <br />Infinite strength <br />None <br />