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S:\plowe\cad\23proj\2129 Jerry Carlson Little Canada\2129 MISC\Round 1 - 12.28.23\ <br />MSE 24-hr 3 2-Year Rainfall=2.81"2129 Sunrise Over Gervais - Existing (12-28-2023) <br /> Printed 12/28/2023Prepared by Plowe Engineering, Inc. <br />Page 6HydroCAD® 10.00-26 s/n 01574 © 2020 HydroCAD Software Solutions LLC <br />Volume Invert Avail.Storage Storage Description <br />#1 886.40' 12,708 cf Custom Stage Data (Prismatic) Listed below (Recalc) <br />Elevation Surf.Area Inc.Store Cum.Store <br />(feet) (sq-ft) (cubic-feet) (cubic-feet) <br />886.40 4 0 0 <br />887.00 6 3 3 <br />888.00 2,256 1,131 1,134 <br />889.60 8,020 8,221 9,355 <br />890.00 8,744 3,353 12,708 <br />Device Routing Invert Outlet Devices <br />#1 Discarded 886.40'0.450 in/hr Exfiltration over Surface area <br />#2 Primary 886.40'15.0" Round Culvert L= 90.0' Ke= 0.510 <br />Inlet / Outlet Invert= 886.40' / 885.00' S= 0.0156 '/' Cc= 0.900 <br />n= 0.010 PVC, smooth interior, Flow Area= 1.23 sf <br />Discarded OutFlow Max=0.00 cfs @ 12.16 hrs HW=887.00' (Free Discharge) <br />1=Exfiltration (Exfiltration Controls 0.00 cfs) <br />Primary OutFlow Max=1.54 cfs @ 12.16 hrs HW=887.00' TW=0.00' (Dynamic Tailwater) <br />2=Culvert (Inlet Controls 1.54 cfs @ 2.62 fps)