Laserfiche WebLink
S:\plowe\cad\23proj\2129 Jerry Carlson Little Canada\2129 MISC\Round 1 - 12.28.23\ <br />MSE 24-hr 3 10-Year Rainfall=4.19"2129 Sunrise Over Gervais - Existing (12-28-2023) <br /> Printed 12/28/2023Prepared by Plowe Engineering, Inc. <br />Page 7HydroCAD® 10.00-26 s/n 01574 © 2020 HydroCAD Software Solutions LLC <br />Time span=0.00-100.00 hrs, dt=0.01 hrs, 10001 points <br />Runoff by SCS TR-20 method, UH=SCS, Weighted-Q <br />Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method <br />Runoff Area=35,232 sf 0.00% Impervious Runoff Depth=0.91"Subcatchment E1: WESTERN AREA <br /> Tc=7.0 min CN=61 Runoff=1.20 cfs 0.061 af <br />Runoff Area=44,862 sf 3.11% Impervious Runoff Depth=1.01"Subcatchment E2: MIDDLE AREA <br /> Flow Length=505' Tc=10.6 min CN=WQ Runoff=1.38 cfs 0.086 af <br />Runoff Area=41,848 sf 28.93% Impervious Runoff Depth=1.79"Subcatchment E3: EAST AREA <br /> Flow Length=298' Tc=7.4 min CN=WQ Runoff=2.61 cfs 0.143 af <br /> Inflow=1.20 cfs 0.061 afReach R1: WEST <br /> Outflow=1.20 cfs 0.061 af <br /> Inflow=3.54 cfs 0.229 afReach R2: NORTH <br /> Outflow=3.54 cfs 0.229 af <br />Peak Elev=887.40' Storage=182 cf Inflow=3.84 cfs 0.230 afPond D1: EXISTING DITCH <br /> Discarded=0.01 cfs 0.000 af Primary=3.54 cfs 0.229 af Outflow=3.55 cfs 0.230 af <br />Total Runoff Area = 2.799 ac Runoff Volume = 0.291 af Average Runoff Depth = 1.25" <br />88.93% Pervious = 2.489 ac 11.07% Impervious = 0.310 ac