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Type II 24-hr 10-year Rainfall=4.17"25018 Existing Hydro <br /> Printed 10/29/2025Prepared by Land & Resource Consulting Inc <br />Page 25HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC <br />Pond 1P: Onsite Lowpoint <br />Inflow <br />Primary <br />Hydrograph <br />Time (hours) <br />727068666462605856545250484644424038363432302826242220181614121086420 <br />Fl <br />o <br />w <br /> <br /> <br />( <br />c <br />f <br />s <br />) <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />Inflow Area=42,900 sf <br />Peak Elev=955.34' <br />Storage=1,121 cf <br />18.0" <br />Round Culvert <br />n=0.013 <br />L=56.0' <br />S=0.0184 '/' <br /> 4.85 cfs <br /> 4.36 cfs