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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 - Proposed (12-28-2023) <br /> Printed 12/28/2023Prepared by Plowe Engineering, Inc. <br />Page 8HydroCAD® 10.00-26 s/n 01574 © 2020 HydroCAD Software Solutions LLC <br />Elevation Surf.Area Inc.Store Cum.Store <br />(feet) (sq-ft) (cubic-feet) (cubic-feet) <br />890.00 10 0 0 <br />891.00 127 69 69 <br />891.50 273 100 169 <br />891.55 284 14 182 <br />891.75 328 61 244 <br />892.00 413 93 336 <br />Device Routing Invert Outlet Devices <br />#1 Discarded 890.00'0.450 in/hr Exfiltration over Surface area <br />#2 Primary 891.55'6.0' long x 8.0' breadth Broad-Crested Rectangular Weir <br />Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 <br />2.50 3.00 3.50 4.00 4.50 5.00 5.50 <br />Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 <br />2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 <br />Discarded OutFlow Max=0.00 cfs @ 12.17 hrs HW=891.60' (Free Discharge) <br />1=Exfiltration (Exfiltration Controls 0.00 cfs) <br />Primary OutFlow Max=0.14 cfs @ 12.17 hrs HW=891.60' TW=886.93' (Dynamic Tailwater) <br />2=Broad-Crested Rectangular Weir (Weir Controls 0.14 cfs @ 0.52 fps)