Loading...
HomeMy WebLinkAboutApplication Files_82693_pg0705 72189 PR Type l// 24-hr 10-Year Storm Rainfall=4.70" Prepared by{enter your company name here} Printed 7/26/2011 HydroCADO 9.10 s/n 01237 O 2009 HydroCAD Software Solutions LLC Page 29 SubcatchmentPR4B: East of Site Along Runoff Area=45,299 sf 2.48% Impervious Runoff Depth=1.46" Tc=6.0 min CN=65 Runoff=1.64 cfs 0.126 of SubcatchmentPR4C:Southern Portion of Runoff Area=225,296 sf 2.41% Impervious Runoff Depth=0.48" Flow Length=480' Tc=122 min CN=48 Runoff=1.16 cfs 0.207 of SubcatchmentPR4D: Ellington Road Runoff Area=36,651 sf 29.22% Impervious Runoff Depth=2.13" Tc=6.0 min CN=74 Runoff=2.04 cfs 0.149 of Reach R4D:Water Quality Swale 1 Avg. Flow Depth=0.12' Max Vet=1.59 fps Inflow=2.02 cfs 0.042 of n=0.022 L=100.0' S=0.0100 7' Capacity=62.31 cfs Outflow=1.66 cfs 0.042 of Pond PI A:Biofiltration Basin 5 Peak EIev=59.30' Storage=0 cf Inflow=3.07 cfs 0.234 of Discarded=2.92 cfs 0222 of Primary=0.15 cfs 0.012 of Outflow=3.07 cfs 0.234 of Pond PIB: Existing Infiltration Area Peak EIev=59.00' Storage=5 cf Inflow=3.62 cfs 0.272 of Discarded=3.56 cfs 0.272 of Primary=0.00 cfs 0.000 of Outflow=3.56 cfs 0.272 of Pond PI C: Biofiltration Basin 2 Peak Elev=59.83' Storage=4,496 of Inflow=9.62 cfs 0.697 of i Discarded=0.73 cfs 0.482 of Primary=8.98 cfs 0.215 of Outflow=9.71 cfs 0.697 of Pond P1 D• Existing Depression Peak EIev=59.00' Storage=0 cf Inflow=0.05 cfs 0.034 of Discarded=0.05 cfs 0.034 of Primary=0.00 cfs 0.000 of Outflow=0.05 cfs 0.034 of Pond PI E: Biofiltration Basin 1 Peak EIev=60.69' Storage=1,267 cf Inflow=7.85 cfs 0.577 of Discarded=0.26 cfs 0.257 of Primary=7.37 cfs 0.320 of Outflow=7.63 cfs 0.577 of Pond P1 F: Infiltration Basin 1 Peak Elev=56.61' Storage=22,331 of Inflow=19.31 cfs 1.749 of . Discarded=4.80 cfs 1.749 of Primary=0.00 cfs 0.000 of Outflow=4.80 cfs 1.749 of Pond PI H: Biofiltration Basin 3 Peak EIev=59.70' Storage=567 cf Inflow=5.75 cfs 0.443 of Discarded=0.13 cfs 0.147 of Primary=5.47 cfs 0.297 of Outflow=5.59 cfs 0.443 of Pond PI1: Depression By Railroad Tracks Peak EIev=55.53' Storage=1,134 of Inflow=2.53 cfs 0.290 of Discarded=1.69 cfs 0.290 of Primary=0.00 cfs 0.000 of Outflow=1.69 cfs 0.290 of Pond PIJ: Pervious Pavement Peak Elev=59.00' Storage=0 cf Inflow=4.59 cfs 0.336 of Discarded=4.59 cfs 0.336 of Primary=0.00 cfs 0.000 of Outflow=4.59 cfs 0.336 of Pond PI K: Infiltration Basin 2. Peak Elev=54.44' Storage=8,289 of Inflow=10.96 cfs 0.491 of Discarded=4.55 cfs 0.494 of Primary=0.00 cfs 0.000 of Outflow=4.55 cfs 0.494 of Pond P1 L: Biofiltration Basin 4 Peak EIev=59.64' Storage=883 of Inflow=0.96 cfs 0.080 of Discarded=0.19 cfs 0.080 of Primary=0.00 cfs 0.000 of Outflow=0.19 cfs 0.080 of Pond P1 M:Stormtech MC-3500 System Peak Elev=55.72' Storage=59,315 cf inflow=83.71 cfs 5.806 of Discarded=15.34 cfs 5.394 af. Primary=0A0 cfs 0.000 of Secondary=10.56 cfs 0.418 of Outflow=25.90 cfs 5.812 of Pond NA:Depression Behind Buildings Peak Elev=59.65' Storage=827 cf Inflow=2.00 cfs 0.162 of Discarded=1.09 cfs 0.162 of Primary=0.00 cfs 0.000 of Outflow=1.09 cfs 0.162 of