Loading...
HomeMy WebLinkAboutApplication Files_85048_pg0207 ' POST DEVELOPMENT- DP1 2007-058 Jones-POST DI Type 111 24-hr 10 year Rainfall=4.70" Prepared by J.R. Russo &Associates. Printed 12/27/2010 HydroCADO 8.50 s/n 002386 ©2007 HvdroCAD Software Solutions LLC Page 4_ ' Pond CB9: C13#9 Peak Elev=84.35' Inflow=8.90 cfs 4.366 of Primary=8.90 cfs 4.366 of Secondary=0.00 cfs 0.000 of Outflow=8.90 cfs 4.366 of Pond DPI: Design Point#1 Peak Elev=79.31' Inflow=21.41 cfs 15.724 of 24.0"x 234.0'Culvert Outflow=21.41 cfs 15.724 of Pond FB: To Forebay Peak Elev=83.49' Inflow=13.85 cfs 6.298 of ' Primary=13.85 cfs 6.298 of Secondary=0.00 cfs 0.000 of Outflow=13.85 cfs 6.298 of Pond MH: Existing MH Peak Elev=81.14' Inflow=21.13 cfs 15.621 of ' Primary=21.08 cfs 15.609 of Secondary=2.62 cfs 0.012 of Outflow=21.25 cfs 15.621 of Pond IRS: Red Star Basin Peak Elev=86.12' Storage=26,128 cf Inflow=19.66 cfs 1.448 of 12.0"x 680.0'Culvert Outflow=2.46 cfs 1.448 of I