Loading...
HomeMy WebLinkAboutApplication Files_82693_pg0663 72189 EX Type 111.24-hr 100-Year Storm Rainfall=6.90" Prepared by{enter your company name here} Printed 7/26/2011 HVdroCAD®9.10 sin 01237 ©2009 HydroCAD Software Solutions LLC Page 35 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 SubcatchmentEX1A:Woods Along Route Runoff Area=678,535 sf 0.00% lmpervious Runoff Depth=0.53" Flow Length=975' Tc=58.3 min CN=36 Runoff=1.81 cfs 0.687 of SubcatchmentEX1 B:Drive-In&Route Runoff Area=1,151,169 sf. 12.23% Impervious Runoff Depth=3.54" Flow Length=1,480' Tc=40.6 min CN=70 Runoff-53.34 cfs 7.786 of SubcatchmentEX2: Chapel Road Access Runoff Area=29,060 sf 0.00% Impervious Runoff Depth=3.03" Flow Length=240' Tc=5.6 min CN=65 Runoff=2.32 cfs 0.168 of SubeatchmentEX3:Wetland Area Runoff Area=8,912 sf 0.00% Impervious Runoff Depth=0.66" Flow Length=50' Slope=0.0700 T Tc=7.5 min CN=38 Runoff=0.06 cfs 0.011 of SubcatchmentEX4A:Woods ' Runoff Area=95,961 sf 0.00% Impervious Runoff Depth=0.80" Flow Length=303' Tc=19.6 min CN=40 Runoff=0.82 cfs 0.148 of SubcatchmentEX413:Existing Buildings Runoff Area=62,804 sf 18.99% Impervious Runoff Depth=3.23" Flow Length=300' Tc=15.6 min CN=67 Runoff=4.02 cfs 0.388 of SubcatchmentEX4C:Southern Portion of Runoff Area=327,490 sf 1.73% Impervious Runoff Depth=1.97" Flow Length=480' Tc=12.2 min CN=54 Runoff=12.79 cfs 1.233 of Pond P1A:Low Point in Woods Peak EIev=59.01' Storage=51 cf Inflow=1.81 cfs 0.687 of Discarded=1.81 cfs 0.687 of Primary=0.00 cfs 0.000 of Outflow=1.81 cfs 0.687 of Pond P1 B: Depression By Railroad Tracks Peak EIev=55.59' Storage=27,551 cf lnflow=53.34 cfs 7.786 of Discarded=44.94 cfs 7.786 of Primary=0.00 cfs 0.000 of Outflow=44:94 cfs 7.786 of Pond P4A:Low Point in Woods Peak EIev=59.00' Storage=42 of lnflow=0.82 cfs 0.148 of Discarded=0.82 cfs 0.148-af Primary=0.00 cfs 0.000 of Outflow=0.82 cfs 0.148 of Pond P413: Depression.Behind Buildings Peak EIev=60.49' Storage=3,079 of Inflow=4.02 cfs 0.388 of Discarded=2.03 cfs 0.388 of Primary=0.00 cfs 0.000 of Outflow=2.03 cfs 0.388 of Pond P4C: Pond Near 1-291 Peak EIev=56.03' Storage=14 of 'Inflow=12.79 cfs 1.233 of Discarded=0.17 cfs 0.016 of Primary=12.62 cfs 1.217 of Outflow=12.79 cfs 1.233 of Link DP1: Chapel Road. Inflow=0.00 cfs 0.000 of Primary=0A0 cfs 0.000 of Link DP2: Offsite Yard Drain Inflow=2.32 cfs 0.168 of Primary=2.32 cfs 0.168 of Link DP3:Wetland Inflow=0.06 cfs 0.011 of._ Primary=0.06 cfs 0.011 of Link DP4: CDOT Drainage Network Inflow=12.62 cfs 1.217 of Primary=12.62 cfs 1.217 of