Laserfiche WebLink
PROPOSED CONDITIONS <br />MSE 24-hr 3 10yr Rainfall=4.25"16628 SWMP <br /> Printed 12/6/2021Prepared by {enter your company name here} <br />Page 11HydroCAD® 10.00-25 s/n 00837 © 2019 HydroCAD Software Solutions LLC <br />Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points <br />Runoff by SCS TR-20 method, UH=SCS, Weighted-Q <br />Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method <br />Runoff Area=51,635 sf 26.21% Impervious Runoff Depth=2.37"Subcatchment 1S: ROAD & ROW <br /> Tc=10.0 min CN=WQ Runoff=3.99 cfs 0.234 af <br />Runoff Area=34,325 sf 18.06% Impervious Runoff Depth=2.19"Subcatchment 2S: (new Subcat) <br /> Tc=10.0 min CN=WQ Runoff=2.49 cfs 0.144 af <br /> Inflow=4.90 cfs 0.377 afReach 3R: TOTAL RUNOFF <br /> Outflow=4.90 cfs 0.377 af <br />Peak Elev=934.24' Storage=3,282 cf Inflow=3.99 cfs 0.234 afPond 1P: FILTRATION BASIN <br /> Outflow=3.02 cfs 0.234 af <br />Total Runoff Area = 1.973 ac Runoff Volume = 0.377 af Average Runoff Depth = 2.29" <br />77.04% Pervious = 1.520 ac 22.96% Impervious = 0.453 ac