Braewood Hills Runoff Detention <br />2-Year Storm <br />Post-development <br /> 12/18/2023 <br /> Subbasin : Basin2 <br /> Input Data <br />Area (ft²) ......................................................................... 20940.99 <br />Impervious Area (%) ...................................................... 100.00 <br />Impervious Area Curve Number .................................... 98.00 <br />Pervious Area Curve Number ........................................ 76.00 <br />Rain Gage ID ................................................................. 2-Year <br /> Composite Curve Number <br /> Area Soil Curve <br />Soil/Surface Description (ft²) Group Number <br />Composite Area & Weighted CN 20940.99 98 <br /> Time of Concentration <br />User-Defined TOC override (minutes): 5 <br /> Subbasin Runoff Results <br />Total Rainfall (in) ............................................................ 3.11 <br />Total Runoff (in) ............................................................. 2.88 <br />Peak Runoff (cfs) ........................................................... 0.35 <br />Weighted Curve Number ............................................... 98.00 <br />Time of Concentration (days hh:mm:ss) ........................ 0 00:05:00