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TABLE 9 <br />STAGE/STORAGE/DISCHARGE FOR SOUTH DETENTION POND <br />DEFINITIONSn 01 - FLOW FOR 11-15/16 INCH DIAMETER <br />ORIFICE <br />02 - FLOW FOR <br />18 INCH <br />DIAMETER ORIFICE <br />03 a FLOW FOR <br />TRAPEZOIDAL EMERGENCY <br />SPILLWAY <br />DESIGN STORAGE USED <br />STAGE <br />O1 <br />02 03 <br />at <br />IN "EXTRAN" PROGRAM <br />(ELEV.) <br />( ---- <br />FLOW IN CFS <br />--- ) <br />(CF) <br />TEMPORARY STORAGE <br />0.0 <br />0.00 <br />0.00 0.00 <br />0.00 <br />0 <br />1.0 <br />3.B7 <br />0.00 0.00 <br />3.87 <br />16,422 <br />/1 2.0 <br />5.47 <br />0.00 0.00 <br />5.47 <br />36,090 <br />3.0 <br />6.70 <br />0.00 0.00 <br />6.70 <br />58,566 <br />EMERGENCY STORAGE <br />4.0 <br />7.73 <br />8.79 33.62 <br />50.14 <br />83,395.62 <br />5.0 <br />FREEBOARD <br />Max. Required Detention Vol. 0 2.53 FT Stage - 479261 CF <br />Min. Req. Vol. for Permanent Storage - 23,631 CF <br />Min. Req. Vol. for Wet Cell - 14,178 CF <br />Design Vol. for Wet Cell - 14,196 CF <br />THE TEMPORARY STORAGE VOLUMES GIVEN ARE EFFECTIVE VOLUMES <br />WHICH REFLECT ONLY THE STORAGE VOLUME AVAILABLE FOR <br />TEMPORARY STORAGE OF STORM RUNOFF. REFER TO APPENDIX H <br />FOR SKETCH OF OUTLET CONTROL CONFIGURATION AND HYDRAULIC <br />COMPUTATIONS. <br />26 <br />'a, <br />