14-020_TentPUD_StmDes_Completeness_2017-0614 Type IA 24-hr 10 yr Rainfall=4.46" <br />Prepared by Microsoft Printed 6/13/2017 <br />HydroCADO 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 9 <br />Volume Invert Avail.Storage Storage Description <br />#1 880.00' 163 cf Custom Stage Data (Prismatic) Listed below (Recalc) <br />Elevation Surf.Area Inc.Store Cum.Store <br />(feet) (sq-ft) (cubic-feet) (cubic-feet) <br />880.00 32 0 0 <br />885.10 32 163 163 <br />Device Routing Invert Outlet Devices <br />#1 Primary 880.30' 8.0" Round Culvert <br />L= 20.0' CMP, square edge headwall, Ke= 0.500 <br />Inlet / Outlet Invert= 880.30'/ 879.90' S= 0.02007' Cc= 0.900 <br />n= 0.010 PVC, smooth interior, Flow Area= 0.35 sf <br />#2 Device 1 880.30' 1.9" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads <br />#3 Device 1 884.80' 8.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads <br />Primary OutFlow Max=0.19 cfs @ 8.33 hrs HW=884.51' (Free Discharge) <br />L1=Culvert (Passes 0.19 cfs of 3.31 cfs potential flow) <br />~2=Orif i ce/G rate (Orifice Controls 0.19 cfs @ 9.88 fps) <br />3=Orifice/Grate ( Controls 0.00 cfs) <br />Summary for Pond S2: 816 FOR 10 YEAR <br />Inflow Area = 0.458 ac, 19.28% Impervious, Inflow Depth = 2.71" for 10 yr event <br />Inflow = 0.28 cfs @ 8.00 hrs, Volume= 0.103 of <br />Outflow = 0.09 cfs @ 9.38 hrs, Volume= 0.103 af, Atten= 67%, Lag= 83.1 min <br />Primary = 0.09 cfs @ 9.38 hrs, Volume= 0.103 of <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Peak Elev= 885.52' @ 9.38 hrs Surf.Area= 134 sf Storage= 771 cf <br />Plug-Flow detention time= 100.3 min calculated for 0.103 of (100% of inflow) <br />Center-of-Mass det. time= 100.3 min ( 857.1 - 756.8 ) <br />Volume Invert Avail.Storage Storage Description <br />#1 879.77' 871 cf Custom Stage Data (Prismatic) Listed below (Recalc) <br />Elevation Surf.Area Inc.Store Cum.Store <br />(feet) (sq-ft) (cubic-feet) (cubic-feet) <br />879.77 134 0 0 <br />886.27 134 871 871 <br />Device Routing Invert Outlet Devices <br />#1 Primary 879.77' 8.0" Round Culvert <br />L= 20.0' CMP, square edge headwall, Ke= 0.500 <br />Inlet / Outlet Invert= 879.77'/ 879.37' S= 0.02007' Cc= 0.900 <br />n= 0.010 PVC, smooth interior, Flow Area= 0.35 sf <br />#2 Device 1 879.77' 1.2" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads <br />#3 Device 1 885.77' 8.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads <br />