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2010-12-08_PERMIT FILE - C1981008A (54)
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2010-12-08_PERMIT FILE - C1981008A (54)
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Entry Properties
Last modified
11/30/2016 12:33:14 PM
Creation date
1/21/2011 3:58:07 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
12/8/2010
Doc Name
Pond 011 As-Built SedCad & SurvCad Hydrology Calculation for 10yr-24hr & 25yr-24Hr Events
Section_Exhibit Name
Section 2.05.3(3) Attachment 2.05.3(3)-14
Media Type
D
Archive
Yes
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• SEDCAD 4 for Windows <br />Structure DetaiL- <br />Struct ; U Fond <br />Simulates 600 gom inflow <br />Pond Inputs: <br />Pond Results: <br />_ Peak Elevation: 1.36 <br />__. <br />H'g Detention Time: 0.46 hrs <br />Pond ,Model. CSTR5 <br />Dewater Time: 0.61 days' <br />Trap Efficiency: 84.67 % <br />Desvatering time is calculated from peak stage to lowest spillway <br />Elevation_- Capacity Discharge Table <br />F <br />Area capacity Discharge Dewater <br />EieVa;iOn Time <br />(ac) (ac -ft) (cfs) (hrs) <br />0.00 <br />0.200 <br />0.000 <br />Initial Pool Elev: 0.10 <br />Top of Sed. Storage <br />0.01 <br />C.200 <br />0.002 <br />0 000 <br />In tiai Pool: 0.02 ac -ft <br />O10 <br />£.200 <br />0.020 <br />0.000 <br />Spillway i <br />'Sediment Storage; 0.00 ac -ft <br />0.200 <br />0.050 <br />O.S24 <br />11.05 <br />0.50 <br />Dead Space 20.00% <br />0.100 <br />2.210 <br />2 75 <br />0.75 <br />*Jiro sediment capacity defined <br />0.150 <br />4.572 <br />0.45 <br />St raight Pipe <br />0 .2 00 <br />Barrel <br />Barre' <br />Entrance <br />Tailwater <br />0.201 <br />0.250 <br />Barrel Manning's Spillway <br />0.10 <br />Diameter <br />Length <br />toss <br />Depth <br />0.05 Peak Stage <br />1.50 <br />Slope (R'u) ', n Elev <br />0.30' <br />(in) <br />(ft) <br />Coefficient <br />(ft) <br />50.00 <br />10.00 <br />2.00 ! 0.0150 0.10 0.70 <br />0.00 <br />Pond Results: <br />_ Peak Elevation: 1.36 <br />__. <br />H'g Detention Time: 0.46 hrs <br />Pond ,Model. CSTR5 <br />Dewater Time: 0.61 days' <br />Trap Efficiency: 84.67 % <br />Desvatering time is calculated from peak stage to lowest spillway <br />Elevation_- Capacity Discharge Table <br />F <br />Area capacity Discharge Dewater <br />EieVa;iOn Time <br />(ac) (ac -ft) (cfs) (hrs) <br />0.00 <br />0.200 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />0.01 <br />C.200 <br />0.002 <br />0 000 <br />O10 <br />£.200 <br />0.020 <br />0.000 <br />Spillway i <br />0.25 <br />0.200 <br />0.050 <br />O.S24 <br />11.05 <br />0.50 <br />0.200 <br />0.100 <br />2.210 <br />2 75 <br />0.75 <br />0.200 <br />0.150 <br />4.572 <br />0.45 <br />100 <br />0 .2 00 <br />0.200 <br />7.452 <br />0.15 <br />1.25 <br />0.201 <br />0.250 <br />1x 761 <br />0.10 <br />136 <br />0.201 <br />0.272 <br />12.373 <br />0.05 Peak Stage <br />1.50 <br />0.201 <br />0.30' <br />14.453 <br />Filename! 011 POND IOYR AS BUILT 29NOV07.scA <br />6 <br />- -' Printed 12 -03-2007 <br />• R6V(I8O"HOJM11[t2MWRQ6*d Portiol Uauhwm 2 , ffo3 1144MD 011 AS -BUILT 28JAN10 FINAL. d <br />
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