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PERMFILE107742
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PERMFILE107742
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Entry Properties
Last modified
8/24/2016 10:00:13 PM
Creation date
11/24/2007 3:45:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
9/2/2004
Doc Name
Attachment 10 to 12
Section_Exhibit Name
Exhibit 07 Work Area Pond - 002A
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />Cnmrinhl 1 °°A Pamnb 1 Crhuoh <br />9 <br />Structure Detai/; <br />Structure #i (Null) <br />Structure #5 (Null1 <br /> <br />Structure #4 (Nu//J <br /> <br />Structure #3 Lull) <br /> <br />Structure #2 (Nu//) <br /> <br />Structure #6 (Pond, <br /> <br />Pond Inputs: <br />Initial Pool Elev: 7,154.00 <br />Initial Pool: 12.26 ac-ft <br />'Sediment Storage: 1.00 ac-R <br />Dead Space: 20.00 <br />*No sediment capacity defined <br />Perforated Riser <br />• <br />Riser Riser Height Barrel garret Barrel Slope Number of <br />' <br />Diameter (R) Diameter Length (ft) (%) Manning <br />s n Spillway Elev Holes per <br />(in) (in) Elev <br />12,00 5.10 12.00 117.00 1.50 0.0250 7,155.80 3 <br />Emergency Soillwa <br />Spillway Elev Crest Length LeR Right Bottom <br />{ft) Sldeslope Sideslope Width {ft) <br />7,158.00 140.00 1.50:1 1. S 0:1 15.00 <br />Pond Results: <br />Peak Elevation: 7,156.57 <br />H'graph Detention Time: 13.59 hrs <br />Pond Model: c5'TRS <br />Dewater Time: 2.59 days <br />Trap Efficiency: 89.93 <br />Dewate~ing time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: WorkArea-100yr.sc4 Printed OS-17-2002 <br />
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