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Pond 16A As -built Stability Analysis Points Along Cross Section C -C' <br />• Point <br />x <br />y <br />Notes <br />1 <br />0.00 <br />24.53 <br />2 <br />61.73 <br />28.05 <br />3 <br />75.50 <br />30.10 Embankment Toe <br />4 <br />117.70 <br />30.10 <br />5 <br />144.49 <br />33.56 <br />6 <br />148.97 <br />35.20 <br />7 <br />160.69 <br />35.20 <br />8 <br />175.34 <br />37.91 <br />9 <br />183.07 <br />41.55 <br />10 <br />198.00 <br />44.02 <br />11 <br />217.10 <br />50.30 <br />12 <br />226.50 <br />50.30 <br />13 <br />274.65 <br />70.41 <br />14 <br />363.47 <br />64.72 <br />15 <br />395.49 <br />54.26 <br />16 <br />417.07 <br />54.49 <br />17 <br />422.38 <br />57.17 <br />18 <br />458.70 <br />70.05 <br />19 <br />522.05 <br />88.76 <br />20 <br />72.69 <br />373.10 Failure Center Envelope <br />21 <br />195.72 <br />61.03 Failure Center Envelope <br />22 <br />330.23 <br />75.45 <br />23 <br />476.98 <br />75.45 <br />24 <br />236.41 <br />56.48 <br />• <br />25 <br />280.35 <br />65.09 <br />28 <br />496.26 <br />76.55 <br />29 <br />527.21 <br />81.18 <br />30 <br />0.00 <br />0.00 <br />31 <br />600.00 <br />0.00 <br />32 <br />564.70 <br />87.82 <br />33 <br />600.00 <br />94.96 <br />34 <br />297.04 <br />89.11 Failure Center Envelope <br />35 <br />600.00 <br />107.78 <br />36 <br />100.73 <br />28.90 Failure Tangent Envelope <br />37 <br />364.10 <br />93.83 Failure Tangent Envelope <br />38 <br />370.61 <br />26.36 Failure Tangent Envelope <br />39 <br />107.08 <br />13.98 Failure Tangent Envelope <br />40 <br />93.50 <br />31.85 Top Surface of Embankment <br />41 <br />111.63 <br />35.28 Top Surface of Embankment <br />42 <br />114.29 <br />36.07 Top Surface of Embankment <br />43 <br />203.88 <br />50.82 Top Surface of Embankment <br />44 <br />301.14 <br />79.90 Top Surface of Embankment <br />45 <br />316.14 <br />80.00 Top Surface of Embankment <br />• <br />