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=~ e3 <br />Mi11sSECU Type 1124-hr Rainfall=5.38" <br />Prepared by Titan Atlantic Page 4 <br />HydroCADO 6.00 s/n 002026 ©1986-2001 Applied Microcomputer Systems 3/17f2003 <br />Pond 1 P: 400' 36" underground storage <br />Inflow = 7.59 cfs @ 11.96 hrs, Volume= 0.360 of <br />Outflow = 7.57 cfs @ 11.96 hrs, Volume= 0.359 af, Atten= 0%, Lag= 0.3 min <br />Primary 7.57 cfs @ 11.96 hrs, Volume= 0.359 of <br />Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs <br />Elev= 642.97'. Storage= 2,691 cf <br />Storage and wetted areas determined by Conic sections <br />Elevation Surf.Area Inc.Store Cum.Store Wet.Area <br />(feet} (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) <br />640.00 0 0 0 0 <br />640.25 663 55 55 663 <br />640.50 895. 194 249 896 <br />640.75 1,038 241 ~ 491 1,042 <br />641.00 1,130 271 762 1,139 <br />641.25 1,182 289 ~ 1,051. 1,199 <br />641.50 1,200 298 1, 348 1,234 <br />641.75 .1,182 298 1,646 1,270 <br />642:00 1,130 289 1,935 1,330 <br />642.25 1,038 271 2,206 1,426 <br />642.50 895. 241 2,447 1,572 <br />642.75 663 194 2,641 1,805 <br />643.00 0 55 2,697 2,468 <br />Primary OutFlow (Free Discharge) <br />t-1=Culvert <br />~2=Orifice/Grate <br />3=Sharp-Crested Rectangular Weir <br /># Routing Invert Outlet Devices <br />1 Primary 640.00' 18.0" x 105.0' long Culvert RCP, square edge headwall, Ke=.0.500 <br /> Outlet Invert= 637.00' S= 0.0286 '!' n= 0.014 Cc= 0.900 <br />2 Device 1 640.00' 5.0" Vert. Orifice/Grate C= 0.600 <br />3 Device 1 642.20'- 2.6' long x 0.5' high Sharp-Crested Rectangular Weir 2 End Contraction(sj <br />