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figure 3. Cross section showing cost prolilc measured during 3.14-(13 tilocMpilyd Ovrr nutJcn <br />c _U psf <br />inspection and shear slrcnglh parameters used in stability analyses. ~n ~Sdeprca~c <br />c is cohesion in pounds per syuarc foot <br />4' is internal friction anelc <br />is unit wei <br />ht in <br />n <br />ds <br />bi <br />a, <br />, <br />y <br />g <br />p <br />un <br />per cu <br />c <br />+ <br />t <br /> over (surJrn <br />I" lU feet ` ~: p`i <br /> <br />suhsurlace contacts are inl'erTed fi _'0 Jcgrres <br />.~ to, Ixr <br />sanJ a` crn+•r( <br />u <br />4 3K degrees <br />Y t2Gpci <br />?2 degrees <br />((: p<r <br />I3rJro.k <br />c ioo psf <br />~ 2~ degrees <br />.r 12S pcf <br />(i~~sum Ranch Pit. Pcrmil No. M-I`>'12i-U14 <br />