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2011-11-30_PERMIT FILE - C1981008 (2)
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2011-11-30_PERMIT FILE - C1981008 (2)
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Last modified
8/24/2016 4:45:30 PM
Creation date
12/20/2011 10:06:12 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Permit File
Doc Date
11/30/2011
Doc Name
Pond 013 As Built Sedcad & SurvCad Hydrology Calculations for 10yr-24hr & 25yr-24hr Events
Section_Exhibit Name
Section 2.05.3(3) Attachment 2.05.3(3)-21
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />Cewater Time: 2.86 days <br />----Trap Efficiency- 96.23%1 <br />&ewatr nq &w is adhdated fmm peak stage to bwest *Avay <br />I;Mni <br />•j On =tq <br />Elevation <br />Area <br />W) <br />CVWJty <br />(ac-ft) <br />Disdurge <br />(ds) <br />DevaW <br />Tirne <br />(hrs) <br />5,551.24 <br />1.043 <br />0.000 <br />0.000 <br />Top Of Sed Storage <br />5,551.50 <br />1.096 <br />0.278 <br />0.000 <br />- 12.692 <br />S,SSLOO <br />1.147 <br />0,839 <br />0.000 <br />LOW tole SPW *I <br />51552.50 <br />1.191 <br />-1.228 <br />1.424 <br />0.297 <br />23.80• -, <br />0_0 <br />T <br />2_._028,_ <br />0.420- <br />17.41• <br />5,553.50 <br />1,273 <br />2.654 <br />0515 <br />14.70• <br />5,553.93 <br />1,314 <br />3.217 <br />0.504 <br />12.65 Peak Stage <br />5,554.00 <br />1.320 <br />3.302 <br />0.594 <br />5,554.50 <br />1,360 <br />3.972 <br />0,664 <br />S'5S9.00 <br />5,555.00 <br />1.396 <br />4.661 <br />0.728 <br />Spillway #1 <br />5,55550 <br />1.437 <br />5.369 <br />6.896 <br />- 12.692 <br />5,556.00 <br />1.475 <br />6.097 <br />15.127 <br />0.000 <br />5,556.50 <br />1.512 <br />6.844 <br />18.526 <br />5,551.50 <br />0.000 <br />0.000 <br />0.000 <br />0.600 <br />Spft" #2 <br />5,557.00 <br />1.562 <br />7.612 <br />21.392 <br />Spboy #3 <br />0.000 <br />5,S52.50 <br />0.297 <br />0.000 <br />Spillway #4 <br />5,55750 <br />1.606 <br />8.404 <br />27.251 <br />51558.00 <br />1.651 <br />9.218 <br />35.625 <br />SISSILSO <br />1.694 <br />10.055 <br />45.621 <br />S'5S9.00 <br />1.740 <br />10.913 <br />55.528 <br />5,559.50 <br />1.786 <br />11.795 <br />63.505 <br />5,560.00 <br />1.805 <br />- 12.692 <br />70.343 <br />*DesOwles Ume(s) to dewMar have been extrapolated beyond Me 50 1;ow hyftqr4M limit. <br />Elevation <br />Perf. Riser (ds) <br />Pipe <br />%SV(dQ <br />SWW Pipe <br />SStraight Pipe <br />Combined <br />Total <br />(d* <br />(Cis) <br />5,551.24 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />5,551.50 <br />0.000 <br />0.000 <br />0.000 <br />0.600 <br />0.000 <br />5,552.00 <br />4.00>0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />5,S52.50 <br />0.297 <br />0.000 <br />0.000 <br />0.000 <br />0.297 <br />Filenarns: 013POND ASWILT 25YR24HR MAC 30WMso4 <br />Attachment 2.05.3(3)-21-36 <br />7 <br />Printed 02-05-2008 <br />
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