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2010-07-02_REVISION - C1981008 (62)
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2010-07-02_REVISION - C1981008 (62)
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Entry Properties
Last modified
8/24/2016 4:14:44 PM
Creation date
7/8/2010 3:30:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Revision
Doc Date
7/2/2010
Doc Name
Response 3 Revised Section 2.05.3(3) Attachment 2.05.3(3)-14
From
Western Fuels
To
DRMS
Type & Sequence
PR6
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />............ ... ..... <br />Barrel <br />................ ........... .... ......... . . <br />Barrel <br />Entrance <br />Tailwater <br />16.00 <br />Barrel Manning's <br />spillway <br />Loss <br />Depth <br />Diameter <br />Length Slope n <br />Elev <br />i <br />Elev i <br />I Coefficient (ft) <br />(in) <br />(ft) <br />CDCffldcnt <br />(ft) <br />18.00 <br />40.00 3.00 0.0150 <br />5,616.001 0.70 <br />0.00 <br />Straight Pipe <br />Barrel <br />Diameter <br />(in) <br />Barrel <br />Length <br />(ft) <br />Barrel Manning's <br />Slope (%) n <br />Entrance Tailwater <br />Spillway <br />1 LOSS Depth <br />Elev <br />I Coefficient (ft) <br />16.00 <br />40.00 <br />3.00 1 0.0150 <br />5,616.00 1 0.70 0.00 <br />Straight Pip <br />Barrel <br />Barrel <br />i <br />1. Entrance Tailwater <br />Diameter <br />Length <br />Barre: Manning's <br />Spillway <br />Loss Depth <br />(in) <br />(ft) <br />slope ( l n <br />Elev i <br />I Coefficient (ft) <br />18.00 <br />40.00 <br />300.001 0.0150 <br />5,616,00 <br />1 _ 0.70 0.00 <br />Pond Results: <br />Elevation- Capacity- Discharge Table <br />Peak Elevation'. 5,614.46 <br />............ <br />Capacity <br />Discharge Dewater <br />Time <br />Kgraph Detention Time: <br />16.48 hrs <br />(ac-ft) <br />(CI) (hrs) <br />Pond Model: <br />CSTRS <br />0,000 <br />____ ............. .. ..... <br />0,000 Top of Sed. Storage <br />. . ..... ... . ................... .. . . . <br />Dewater Time: <br />83.08 days <br />0.000 <br />. ..... . ......... .. I I - 11.1 .. ................... <br />0,000 <br />— - 1111_._.__., — - - - ____ .................. <br />.. ... . . . . ... . .................. <br />Trap Efficiency: <br />99.90% <br />0,002 <br />Elevation- Capacity- Discharge Table <br />DewaWing time is calculated from peak stage to lowest spillway <br />Rename: 011 POND IGYR AS BUILT 29NOV07.sc4 <br />8 <br />Printed 12-03-2007 <br />X: \Western Fuels Nucla\P ermit Revision 2 00 9\Adequacy Response # I \F inal Files\ATTACHMENT 2.0 -14 P OND 011 <br />AS-BUILT 28JANI0 DRAFT.wpd Attachment 2.05.3(3)-14-15 <br />Area <br />Capacity <br />Discharge Dewater <br />Time <br />Elevation <br />(ac) <br />(ac-ft) <br />(CI) (hrs) <br />5,606M <br />____ <br />0.000 <br />-, - ... ................... <br />0,000 <br />____ ............. .. ..... <br />0,000 Top of Sed. Storage <br />. . ..... ... . ................... .. . . . <br />. .......... <br />5,606.01 <br />0.001 <br />0.000 <br />. ..... . ......... .. I I - 11.1 .. ................... <br />0,000 <br />— - 1111_._.__., — - - - ____ .................. <br />5,606.25 <br />� <br />0,016 <br /> ............ . <br />0,002 <br />0.000 <br />I <br />5,606.SO <br />0.054 ............. <br />0.010 <br />0.000 <br />5,606.75 <br />0.101 <br />. . .. <br />0.029 <br />... . . . . ........... <br />0.000 . ........... .. . . ........ I ........... <br />5,607.00 <br />0.163 <br />0.062 <br />0.000 . . .................. <br />S <br />.......... <br />0.240 <br />0.1 <br />0.000 <br />.... . ............. . .......... . ............. .. . ................... . . . .............. <br />5607.50 <br />0.331 <br />0.183 <br />0,000 <br />5,607.75 <br />0.495 <br />0.285 <br />. <br />0.000 1 . ... ..... ... .... . <br />. .................. ...... . 1.11 <br />08,00 <br />0.692 <br />0.433 <br />0.000 <br />DewaWing time is calculated from peak stage to lowest spillway <br />Rename: 011 POND IGYR AS BUILT 29NOV07.sc4 <br />8 <br />Printed 12-03-2007 <br />X: \Western Fuels Nucla\P ermit Revision 2 00 9\Adequacy Response # I \F inal Files\ATTACHMENT 2.0 -14 P OND 011 <br />AS-BUILT 28JANI0 DRAFT.wpd Attachment 2.05.3(3)-14-15 <br />
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