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HomeMy WebLinkAboutApplication Files_82693_pg0639 72189 EX Type 11124-hr 10-Year Storm Rainfall=4.70" ' Prepared by {enter your company name here) Printed 7/26/2011 HyrdroCAD09.10 s/n 01237 ©2009 HydroCAD Software Solutions LLC Page 13 -- - ---- -- _ - Time span=0 00-72.00 hrs,dt=0.05 rs, -points -- - -- -- - Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method ' SubcatchmentEX1A:Woods Along Route: Runoff Area=678,535 sf 0.00% Impervious Runoff Depth=0.07" Flow Length=975' Tc=58.3 min CN=36 Runoff=0.13 cfs 0.090 of ' SubcatchmentEX1B:Drive-ln&Route Runoff Area=1,151,169 sf 12.23% Impervious Runoff Depth=1.82" Flow Length=1,480' Tc=40.6 min CN=70 Runoff=26.74 cfs 4.001 of ' SubcatchmentEX2:Chapel Road Access Runoff Area=29,060 sf 0.00% Impervious Runoff Depth=1.46" Flow Length=240' Tc=5.6 min CN=65 Runoff=1.06 cfs 0.081 of SubcatchmentEX3:Wetland Area Runoff Area=8,912 sf 0.00% Impervious Runoff Depth=0.12" ' Flow Length=50' Slope=0.0700'/' Tc=7.5 min CN=38 Runoff=0.00 cfs 0.002 of SubcatchmentEX4A:Woods Runoff Area=95,961 sf 0.00% Impervious Runoff Depth=0.17" Flow Length=303' Tc=19.6 min CN=40 Runoff=0.05 cfs 0.032 of SubcatchmentEMB: Existing Buildings Runoff Area=62,804 sf 18,99% Impervious Runoff Depth=1.60" ' Flow Length=300' Tc=15.6 min CN=67 Runoff=1.89 cfs 0.192 of SubcatchmentEX4C:Southern Portion of Runoff Area=327,490 sf 1.73% Impervious Runoff Depth=0.78" Flow Length=480' Tc=12.2 min CN=54 Runoff`4.00 cfs 0.488 of Pond PIA:Low Point in Woods Peak Elev=59.00' Storage=3 cf Inflow=0.13 cfs 0.090 of Discarded=0.13 cfs 0.090 of Primary=0.00 cfs 0.000 of Outflow=0.13 cfs 0.090 of Pond P1 B: Depression By Railroad Tracks Peak Elev=55.26' Storage=7,983 cf Inflow=26.74 cfs 4.001 of Discarded=24.07 cfs 4.001 of Primary=0.00 cfs 0.000 of Outflow=24.07 cfs 4.001 of Pond P4A:Low Point in Woods Peak Elev=59.00' Storage=3 of Inflow=0.05 cfs 0.032 of Discarded=0.05 cfs 0.032 of Primary=0.00 cfs 0.000 of Outflow=0.05 cfs 0.032 of Pond P4B:'DepressionBehind Buildings Peak Elev=59.74' Storage=1,005.cf Inflow=1.89 cfs 0,192 of Discarded=1.19 cfs 0.192 of Primary=0.00 cfs 0.000 of Outflow=1.19 cfs 0.192 of Pond MC: Pond Near 1-291 Peak Elev=56.01' Storage=4 cf infilow=4.00 cfs 0.488 of Discarded=0.05 cfs 0.006 of Primary=3.94 cfs 0.482 of Outflow=4.00 cfs 0.488 of Link DPI: Chapel Road Inflow=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Link DP2: Offsite Yard Drain Inflow=1.06 cfs 0,081 of ' Primary=1.06 cfs 0.081 of Link DP3: Wetland Inflow=0.00 cfs 0.002 of Primary=0.00 cfs 0.002 of Link DP4: CDOT Drainage Network Inflow=3.94 cfs OA82 of ' Primary=3.94 cfs 0,482 of