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MSE 24-hr 3 Rainfall=7.38"100-Yr Proposed Prepared by Schultz Engineering And Site Design Page 16HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC Peak Elev= 942.69' @ 12.11 hrs Device Routing Invert Outlet Devices #1 Primary 942.10'12.0" Round Culvert L= 138.0' CMP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 942.10' / 939.50' S= 0.0188 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf Primary OutFlow Max=1.20 cfs @ 12.11 hrs HW=942.67' TW=940.66' (Dynamic Tailwater) 1=Culvert (Inlet Controls 1.20 cfs @ 2.58 fps) Summary for Pond CB2: Inflow Area = 0.332 ac, 83.43% Impervious, Inflow Depth > 6.79" Inflow = 3.16 cfs @ 12.11 hrs, Volume= 0.188 af Outflow = 3.16 cfs @ 12.11 hrs, Volume= 0.188 af, Atten= 0%, Lag= 0.0 min Primary = 3.16 cfs @ 12.11 hrs, Volume= 0.188 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 940.69' @ 12.11 hrs Device Routing Invert Outlet Devices #1 Primary 939.50'12.0" Round Culvert L= 42.0' CMP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 939.50' / 938.80' S= 0.0167 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf Primary OutFlow Max=3.06 cfs @ 12.11 hrs HW=940.66' TW=938.49' (Dynamic Tailwater) 1=Culvert (Inlet Controls 3.06 cfs @ 3.90 fps) Summary for Pond FB1: Inflow Area = 0.643 ac, 65.79% Impervious, Inflow Depth > 6.42" Inflow = 6.18 cfs @ 12.11 hrs, Volume= 0.344 af Outflow = 1.79 cfs @ 12.33 hrs, Volume= 0.344 af, Atten= 71%, Lag= 12.9 min Primary = 1.79 cfs @ 12.33 hrs, Volume= 0.344 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 939.27' @ 12.33 hrs Surf.Area= 0.054 ac Storage= 0.103 af Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 27.3 min ( 780.0 - 752.7 ) Volume Invert Avail.Storage Storage Description #1 936.00' 0.222 af Custom Stage Data (Prismatic) Listed below (Recalc)