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TABLE 7 <br />STAGE/STORAGE/DISCHARGE FOR NORTH DETENTION POND <br />DEFINITIONS: <br />01 - FLOW FOR <br />7-5/32 <br />INCH DIAMETER ORIFICE <br />02 - FLOW FOR <br />18 INCH <br />DIAMETER ORIFICE <br />03 a FLOW FOR <br />TRAPEZOIDAL <br />EMERGENCY <br />SPILLWAY <br />DESIGN STORAGE USED <br />STAGE <br />01 <br />(22 03 <br />at <br />IN "EXTRAN" PROGRAM <br />(ELEV.) <br />i ---- <br />FLOW IN CFS <br />--- ) <br />(CF) <br />TEMPORARY <br />STORAGE <br />0.0 <br />0.00 <br />0.00 0.00 <br />0.00 <br />0 <br />1.0 <br />1.39 <br />0.00 0.00 <br />1.39 <br />11,805 <br />2.0 <br />1.97 <br />0.00 0.00 <br />1.97 <br />25,592 <br />3.0 <br />2.41 <br />0.00 0.00 <br />2.41 <br />41,360 <br />EMERGENCY <br />STORAGE <br />4.0 <br />2.78 <br />8.79 33.62 <br />45.19 <br />59,111 <br />g <br />w <br />5.0 FREEBOARD <br />Max. Required Detention Vol. C+ 2.36 FT Stage - 31,026 CF <br />Min. Req. Vol. for Permanent Storage - 15,513 CF <br />Min. Req. Vol. for Wet Cell - 9,308 CF <br />Design Vol. for Wet Cell - 9,323 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 G <br />FOR SKETCH OF OUTLET CONTROL CONFIGURATION AND HYDRAULIC <br />COMPUTATIONS. <br />23 <br />