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Stability Analysis, Embankment Slopes Approximately 3:1 (Horizontal to Vertical) <br />Pond Empty <br />HHH002 6-04-15 ,s�v <br />Western Fuels NHN-002 Pond <br />Ism 10 most critical surfaces, MINIMUM BISHOP FOS = 2.425 <br />150 <br />LA <br />!4 90 <br />60 <br />30 <br />0 <br />30 60 90 120 150 180 210 240 <br />X—AXIS (feet) <br />Rapid Draw Down <br />HHH002e 5-04-15 ISM <br />Western Fuels NHN-002 Pond <br />inn 10 most critical surfaces, MINIMUM BISHOP FOS = 1.770 <br />150 <br />m 120 <br />m <br />w <br />T) <br />X <br />Q 90 <br />} <br />60 <br />30 <br />0 <br />30 60 90 120 150 180 210 240 <br />X—AXIS (feet) <br />MAIM v <br />414 ot <br />M14 <br />