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SEDCAD 4 for Windows <br /> 6 <br /> Structure Detail., <br /> Structure#1 (Pond) <br /> Pond Inputs: <br /> Initial Pool Elev: 5,603.50 ft <br /> Initial Pool: 0.00 ac-ft <br /> 'Sediment Storage: 0.00 ac-ft <br /> Dead Space: 0.00% <br /> *No sediment capacity defined <br /> Broad-crested Weir <br /> Weir Wdth Spillway Elev <br /> (ft) (ft) <br /> 8.00 5,603.50 <br /> Pond Results: <br /> Peak Eievatmn: 5,603.52 ft <br /> Mgraph Detention Time: 0.01 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 0.12 days <br /> Trap Efficiency: 73,40% <br /> Uewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-DischarQe Table <br /> Area Capacity Discharge Dewater <br /> Elevation Ti me <br /> (ac) (ac-ft) (cf5) (hrs) <br /> 5,602.00 0.000 0.000 0.000 Top of Sed.Storage <br /> 5,602.25v 0.000 0.000 0.000 — <br /> 5,602.50 0.001 0.000 0.000 <br /> 5,602.75 0.002 0.001 0.000 <br /> 5,603.00 0.004 0.001 0.000 <br /> -- —--- --- -----_. --- -- <br /> 5,603.25 0.005 0.002 0.000 <br /> 5,603.50 0.006 0.004 0.000 Spillway#1 <br /> 5,603.52 0.006 0.004 0.247 3.00 Peak Stage <br /> 5,603.75 0.008 0.006 3.087 <br /> 5,604.00 0.009 0.008 8.731 <br /> Detailed Discharge Table <br /> Filename.Well Pad 10 Year sc4 Printed 12-20-2021 <br /> Blue Mountain Energy 21 Illustration 61 <br />