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MSE 24-hr 3 Rainfall=2.83"2-Yr Proposed <br />Prepared by Schultz Engineering And Site Design <br />Page 17HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC <br />Elevation Surf.Area Inc.Store Cum.Store <br />(feet) (acres) (acre-feet) (acre-feet) <br />936.00 0.013 0.000 0.000 <br />937.00 0.022 0.017 0.017 <br />938.00 0.036 0.029 0.046 <br />938.80 0.047 0.033 0.080 <br />939.00 0.050 0.010 0.089 <br />940.00 0.066 0.058 0.147 <br />941.00 0.084 0.075 0.222 <br />Device Routing Invert Outlet Devices <br />#1 Primary 934.00'12.0" Round Culvert <br />L= 14.0' CMP, square edge headwall, Ke= 0.500 <br />Inlet / Outlet Invert= 934.00' / 933.72' S= 0.0200 '/' Cc= 0.900 <br />n= 0.012, Flow Area= 0.79 sf <br />#2 Device 1 934.00'4.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads <br />#3 Device 1 938.80'12.0" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads <br />Primary OutFlow Max=0.72 cfs @ 12.27 hrs HW=937.13' TW=0.00' (Dynamic Tailwater) <br />1=Culvert (Passes 0.72 cfs of 6.14 cfs potential flow) <br />2=Orifice/Grate (Orifice Controls 0.72 cfs @ 8.29 fps) <br />3=Orifice/Grate ( Controls 0.00 cfs) <br />Summary for Pond STMH2: <br />Inflow Area = 0.136 ac,100.00% Impervious, Inflow Depth > 2.60" <br />Inflow = 0.55 cfs @ 12.12 hrs, Volume= 0.029 af <br />Outflow = 0.55 cfs @ 12.12 hrs, Volume= 0.029 af, Atten= 0%, Lag= 0.0 min <br />Primary = 0.55 cfs @ 12.12 hrs, Volume= 0.029 af <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs <br />Peak Elev= 939.45' @ 12.12 hrs <br />Device Routing Invert Outlet Devices <br />#1 Primary 939.08'12.0" Round Culvert <br />L= 14.0' CMP, square edge headwall, Ke= 0.500 <br />Inlet / Outlet Invert= 939.08' / 938.80' S= 0.0200 '/' Cc= 0.900 <br />n= 0.012, Flow Area= 0.79 sf <br />Primary OutFlow Max=0.53 cfs @ 12.12 hrs HW=939.45' TW=936.74' (Dynamic Tailwater) <br />1=Culvert (Inlet Controls 0.53 cfs @ 2.06 fps) <br />Summary for Link L1: <br />Inflow Area = 0.828 ac, 51.45% Impervious, Inflow Depth > 1.89" <br />Inflow = 1.07 cfs @ 12.13 hrs, Volume= 0.131 af <br />Primary = 1.07 cfs @ 12.13 hrs, Volume= 0.131 af, Atten= 0%, Lag= 0.0 min <br />Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs