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HomeMy WebLinkAboutApplication Files_82693_pg0625 72189 EX Type /// 24-hr 2-Year Storm Rainfall=3.20" ' Prepared by{enter your company name here) Printed 7/26/2011 HydroCADB 9.10 s/n 01237 ©2009 HydroCAD Software Solutions LLC Page 2 ' Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method ' SubcatchmentEX1 A:Woods Along Route Runoff Area=678,535 sf 0.00% Impervious Runoff Depth=0.00" Flow Length=975' Tc=58.3 min CN=36 Runoff=0.00 cfs 0.000 of ' SubcatchmentEX1B:Drive-In& Route Runoff Area=1,151,169 sf 12.23% Impervious Runoff Depth=0.83" Flow Length=1,480' Tc=40.6 min CN=70 Runoff=11.21 cfs 1.824 of SubcatchmentEX2: Chapel Road Access Runoff Area=29,060 sf 0.00% lmpervious Runoff Depth=0.60" Flow Length=240' Tc=5.6 min CN=65 Runoff=0.37 cfs 0.033 of SubcatchmentEX3:Wetland Area Runoff Area=8,912 sf 0.00% Impervious Runoff Depth=0.00" ' Flow Length=50' Slope=0.0700 '/' Tc=7.5 min CN=38 Runoff=0.00 cfs 0.000 of SubcatchmentEX4A:Woods Runoff Area=95,961 sf 0.00% Impervious Runoff Depth=0.00" ' Flow Length=303' Tc=19.6 min CN=40 Runoff=0.00 cfs 0.000 of SubcatchmentEX4B: Existing Buildings Runoff Area=62,804 sf 18.99% impervious Runoff Depth=0.69" ' Flow Length=300' Tc=15.6 min CN=67 Runoff=0.71 cfs 0.083 of SubcatchmentEX4C:Southern Portion of Runoff Area=327,490 sf 1.73% Impervious Runoff Depth=0.22" Flow Length=480' Tc=12.2 min CN=54 Runoff=-0.59 cfs 0.140 of Pond PIA:Low Point in Woods Peak Elev=59.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Discarded=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Pond PIB: Depression By Railroad Tracks Peak Elev=55.06' Storage=1,334 cf Inflow=11.21 cfs 1.824 of Discarded=11.15 cfs 1.824 of Primary=0.00 cfs 0.000 of Outflow=11.15 cfs 1.824 of ' Pond P4A:Low Point in Woods Peak Elev=59.00' Storage=0 cf Inflow=0.00 cfs 0.000 of Discarded=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of ' Pond P413: Depression Behind Buildings Peak Elev=59_19' Storage=157 cf lnflow=0.71 cfs 0.083 of Discarded=0.58 cfs 0.083 of Primary=0.00 cfs 0.000 of Outflow=0.58 cfs 0.083 of ' Pond P4C: Pond Near 1-291 Peak E1ev=56.00' Storage=l of Inflow=0.59 cfs 0.140 of Discarded=0.01 cfs 0.002 of Primary=0.59 cfs 0.138 of Outflow=0.59 cfs 0.140 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=0.37 cfs 0.033 of Primary=0.37 cfs 0.033 of Link DP3:Wetland Inflow=0.00 cfs 0.000 of Primary=0.00 cfs 0.000 of Link DP4: CDOT Drainage Network Inflow=0.59 cfs 0.138 of ' Primary=0.59 cfs 0.138 of