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~ i ~~ <br />West Flume Pond <br />Design versus As-built Design/Pertortnance <br />Description <br />Capacity (~ Spillway Elevation (ao-ft) <br />Capacity (B~ Top of Dam (ao-ft) <br />TR -77 <br />2.28 <br />4.09 <br />As-buih <br />2.48 <br />4.75 <br />10 near. 24 hour event <br />Peak Stage (ft) <br />Peak Discharge (cfs) <br />Peak Settleable Conc (mUq <br />25 veer. 24 hour event <br />Peak Stage (ft) <br />Freeboard (ft) <br />Peak Discharge (cfs) <br />12.08 <br />31.52 <br />O.OD <br />12.87 <br />1.33 <br />59.39 <br />12.15 <br />25.77 <br />0.00 <br />12.77 <br />1.23 <br />53.46 <br />Information on this table is based on SEDCAD hydrology and sedimentology models <br />~0 <br />t <br />C <br />r <br />s <br />~ W <br />~J <br />with 60% sed <br />TR-77 <br />0.91 <br />2.72 <br />12.09 <br />31.51 <br />0.45 <br />with 60°~ sed <br />As-built <br />0.99 <br />3.26 <br />12.18 <br />25.25 <br />0.02 <br />