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HomeMy WebLinkAboutApplication Files_85048_pg0233 ' POST DEVELOPMENT- DPI 2007-058 Jones-POST D1 Type/1/24-hr 25 year Rainfall=5.50" Prepared by J.R. Russo &Associates Printed 12/27/2010 HydroCADO 8.50 s/n 002386 ©2007 HydroCAD Software Solutions LLC Page 30 Pond CB9: CB#9 Peak Elev=84.71' Inflow=10.38 cfs 5.273 of Primary=10.38 cfs 5.273 of Secondary=0.00 cfs 0.000 of Outflow=10.38 cfs 5.273 of Pond DPI: Design Point 01 Peak Elev=79.64' Inflow=22.60 cfs 19.431 of ' 24.0"x 234.0' Culvert Outflow=22.60 cfs 19.431 of Pond FB: To Forebay Peak Elev=83.78' Inflow=16.93 cfs 7.711 of ' Primary=16.93 cfs 7.711 of Secondary=0.00 cfs 0.000 of Outflow=16.93 cfs 7.711 of Pond MH: Existing MH Peak Elev=81.42' Inflow=24.88 cfs 19.354 of Primary=22.31 cfs 19.295 of Secondary=4.05 cfs 0.059 of Outflow=24.88 cfs 19.354 of Pond IRS: Red Star Basin Peak Elev=86.37' Storage=37,031 cf Inflow=25.76 cfs 1.885 of 12.0"x 680.0' Culvert Outflow=2.50 cfs 1.885 of �I