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150 <br />w O <br />", 150 3 <br />p ~ ~ ` <br /> +/ <br />~ 150 3% GRADE <br />y <br /> <br />W <br />J <br />' <br /> <br />~ <br />O <br /> <br />150 <br />0 100 200 300 400 500 <br /> DISTANCE IN FEET <br />i <br />2.5 <br />~~ <br />600 700 <br />MATERIAL PROPERTIES <br />MATERIAL MATERIAL Y r•~T • o <br />TYPE DESCRIPTION IPCFI (PCFI IDE01 IPSFI <br /> 125 135 35` 0 <br />O EMBANKMENT 123 135 36' ~ 200 <br /> FILL/FOUNDATK)N 126 135 38' 0 <br /> MATERIAL <br /> 123 133 38' 200 <br />O TAILN103 125 133 2B' 0 <br /> SANDS <br />O SYNTHETIC <br />LWER __ __ 1B' 0 <br /> <br />SENSITIVITY <br />ANALYSIS <br />150 <br />r- <br />W <br />100 ~` <br />z <br />0 <br />50 <br />J <br />W <br />--F 0 <br />800 <br />PROJECT NO. PREPARED BY: <br />14705 SAN LUIS PROJECT <br />DATE SLOPE STABILITY <br />vs0 SENSITIVITY ANALYSIS <br />REVISION STEEPEN ROBERTSON dt I4RSTEN (U. S.) MAIN EMBANKMENT MODEL <br />1 Consulting Enplneers d Sclentlsts <br /> <br />