2006-09-01_PERMIT FILE - C1981010A

• Permit No: C1981010A
• IBM Index Class Name: Permit File
• Doc Date: 9/1/2006
• Doc Name: Deal Gulch Pond As-Built and Design
• Section_Exhibit Name: Appendix Q Section XXXVI
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
Structure Detai/;
Structure #1 (Null)
Structure #2 [Pond)
Deal Gulch Pond
Pond Inputs:
Initial Pod Elev: 7,287.00
Initial Pod: 1.06 ac-ft
*SedimeM Storage: 1.23 ac-ft
Dead space: 20.00
*Sediment capadty was entered by user
Emergency Spillway
Spillway Elev Ues[ Length Lek Right Bottom
(ftj sideslope sideslope Width (ft)
7,287.00 40.00 3.00:1 3.00:1 0.01
Pond Results:
Peak Elevation: 7,288.33
H'graph Detention Time: 2.10 hrs
Pond Model: OTRS
Dewa[er Time: ~ 1.06 days
Trap Efficiency: 76.29
Oewatering timB is calculated from peak stage ro lowest spillway
Elevation-Capacity-Discharge Table

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(~s) water
Time
(hR)
7,283.22 0.234 0.000 0.000 Top of sed. Storage
7,283.70 0.245 0.115 0.000
7,284.00 O.Z62 0.190 0.000
7,284.20 0.257 0.241 0.000
7,284.70 0.269 0.372 0.000
7,285.20 0.281 0.509 0.000
7,285.70 0.293 0.653 0.000
7,266.00 0.301 0.742 0.000
7,286.20 0.306 0.803 D.000
7,286.70 0.319 0.959 0.000
7,287.00 0.327 1.056 0.000 Spilhvay #1
7,287.20 0.332 1.122 0.270 11.75
Filename: Deal Gulch Dam as-buik -10 yr event.sc4 Pdnted 08-10-2006