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• SEDCAD 4 for Windows <br />Structure Detai/; <br />Structure #1 (Pond) <br />Pond Inputs: <br />Permanen[POOI EIev: 5,606.00 <br />Permanent Pool: 0.36 ac-ft <br />*Sediment Stooge: 0.00 a<-ft <br />Dead Spare: 2D.00 % <br />*No sediment capadty defined <br />Perforated Riser <br />Riser Riser Heigh[ Barrel Barrel Barrel Slope Number of <br />' <br />Diameter (R) Diartleter Lergth (R) (%) s n SpilNvay Elev Holes per <br />Monolog <br />(in) (in) Elev <br />16.00 5.00 18.00 100.00 0.01 0.0150 S,fi11.00 1 <br />• <br />Pond Results: <br />Peak Elevatbn: 5,611.10 <br />H'gaph Deantlon Time: 7.98 hrs <br />DewaterTime: 0.35 days <br />Tap EtOtlency: 98.21 % <br />Dewatenng time is ca/cu/alyd fiwn paa/rstage to /owestspi//way <br />Elevation-Capacity-Dixharoe Table <br /> <br />Elevation Area <br /> <br />(ac) Upadty <br /> <br />(arR) Discharge <br /> <br />(~) Dewater <br />Tme <br />(hrs) ' <br />5,605.00 0.040 0.000 0.000 Tap of Sed. Storage <br />5,605.50 0.450 0.109 0.000 <br />5,606.00 0.570 0.358 0.000 Low hole SPW Al <br />S,60fi.50 0.600 0.651 0.000 <br />5,607.00 0.620 0.956 0.000 <br />5,607.50 0.630 1,268 0.000 <br />5,608.00 0.650 1,588 0.000 <br />5,608.511 0.670 1,918 0.000 <br />5,609.00 0.690 2.258 0.000 <br />5,609.50 0.700 2.606 0.000 <br />5,610.00 0.720 2,961 0.001 <br />5,610.50 0.740 3.326 0.001 <br />5,611.00 0.760 3.701 0.001 Spillway #1 <br />5,611.10 0.769 3.776 1.010 8.50 Peak Stage <br />Filename: 012POND 25YR AS BUILT.scR <br />Printed 050&2005 <br />Attachment 2.05.3(3)13- 16 <br />