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COVENANT MEADOWS ex Type II 24-hr 1" EVENT Rainfall=1.00" <br />Prepared by ROSHELL ENGINEERING Printed 3/22/2017 <br />HydroCAD® 10.00-15 s/n 01744 © 2015 HydroCAD Software Solutions LLC Page 5 <br />Time span=5.00-72.00 hrs, dt=0.01 hrs, 6701 points <br />Runoff by SCS TR-20 method, UH=SCS, Weighted-CN <br />Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method <br />Subcatchment 6S: EXIST Runoff Area=11.330 ac 0.00% Impervious Runoff Depth=0.00" <br />Flow Length=300' Slope=0.0100'/' Tc=48.5 min CN=39 Runoff=0.00 cfs 0.000 af <br />Total Runoff Area = 11.330 ac Runoff Volume = 0.000 af Average Runoff Depth = 0.00" <br />100.00% Pervious = 11.330 ac 0.00% Impervious = 0.000 ac <br />You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) <br />