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HomeMy WebLinkAboutApplication Files_85048_pg0230 POST DEVELOPMENT- DP1 2007-058 Jones-POST D1 Type 111 24-hr 2-year Rainfall=3.20" Prepared by J.R. Russo &Associates Printed 12/27/2010 HydroCRDO 8.50 s/n 002386 0 2007 HydroCAD Software Solutions LLC Page 27 Pond CB9: CB#9 Peak Elev=83.73' Inflow=6.15 cfs 2.691 of Primary=6.15 cfs 2.691 of Secondary=0.00 cfs 0.000 of Outflow=6.15 cfs 2.691 of Pond DPI: Design Point#1 Peak Elev=77.82' Inflow=15.13 cfs 9.106 of ' 24.0"x 234.0'Culvert Outflow=15.13 cfs 9.106 of Pond FB: To Forebay Peak Elev=82.98' Inflow=7.37 cfs 3.733 of Primary=7.37 cfs 3.733 of Secondary=0.00 cfs 0.000 of Outflow=7.37 cfs 3.733 of Pond MH: Existing MH Peak Elev=78.75' Inflow=14.63 cfs 9.030 of ' Primary=14.63 cfs 9.030 of Secondary=0.00 cfs 0.000 of Outflow=14.63 cfs 9.030 of Pond RS: Red Star Basin Peak Elev=85.72' Storage=10,881 cf Inflow=9.15 cfs 0.706 of 12.0"x 680.0' Culvert Outflow=1.51 cfs 0.706 of 1 . i 1 1 1 1 1 1