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Scott Pit Flood Stage <br />W:12000 all p(Q*lSI002bG- unLd cam panIass500258-0001 ccott pliti200 -SE3oftod cross secGan.pl2 Run By. Michael Borry 312012008 08:4aAM <br />280 - - ___- _.I _ .......... E <br /># PS 1 Sol Soil I Tolal Saturated Coheslon Friction Pore, Pressure Rlez. I ; ?t I <br />a 2.175 Da c. Typo Unit WL Unlt WL. Intercept Angle Pressure Constant Sur[aco <br />b 2203 I No. I (pal) (Poo (pso f (de0) Paraltti. (psis lvo. I I 1 <br />c 2.236 ; IGravel 1 Max 135.0 0.0 134.0 0.001 010 Mr1 I I I I <br />d 2.241 ; L Sand 2 ,120.0 125,0 0.0 128.0 0.001 010 IU1t7 , <br />240 -e-2.246 <br />i 2.202 <br />g 2272 1 1 1 I I f I t I t <br />11 2-290 1 t I I I 1 I I I 1 <br />1 2207 I t ; I I t I I I I <br />J 2.324 <br />200 •- <br />I I i I I I s t I <br />I I I ? I I I i I I <br />I I t I I I I <br />I I t t I ?? I I I ; <br />160 - .. _ _. .t. - 1 ----1-----------.' ._ I.. <br />I I I I F I .. t _. .. I ' <br />-----,..... <br />120 <br />I I I ?`` -7. ? •? l I I I I I <br />I I I I I I I I 1 I <br />1 I I I t I I I I I <br />1 I t I I I I I I <br />80 -------H----I-- .I .. ;. .. ... ..I.__._._...1- ---...-I----I------ <br />i I I 1 I s I I 1 1 <br />s i I I I I i I I I t <br />Et <br />I I I I I a I ( I 1 <br />4011.... I , , __,- ----t----I-----:-----1--_-M ----1---- - <br />i I I I I I I i I I I <br />t 1 I I I I I E I I t <br />I I I I I I E I I I <br />o .. _...... I .... _... I . _..._ - -..I._.__ _I <br />0 40 80 124 160 200 240 260 320 360 400 440 <br />CSTABL7 v.2 FSmin=2.175 <br />Safety Factors Are Calculatod By The Modifiod Blshop Method <br />G5TA8LT ^g