2007-07-30_PERMIT FILE - C1981008A ‎(21)‎

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 7/30/2007
• Doc Name: As Built Calculations of Pond 007
• Section_Exhibit Name: Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-2
• Media Type: D
• Archive: Yes

•
0.38 22.08 50.00 CSTRS
*Sediment Capacity based on Average Annua} R of 30.0 for 3.0 year(s)
Runoff Peak Peak Sediment Peak Settleable
Volume Discharge Sediment Concentration Concentration 24VW 24AA
(ac-ft) (cfs) (tons) (mg/1) (ml/1) (ml/1) -(ml/1)
ZN 39.60 X184 55 226 9 11539 6.76 ~ a ~2 43 1 90
OUT 39.30 38.30 37.8 939 ~ 0.01 0.00 0.00
i
Peak ~ Trap Hydrograph
Elevation Efficiency Detention Time
(Y) (hrs)
5649.5 83.36 8.63
Dewaterinc~ Time (Max. Perf. Riser-Elev to Lowest Orifice): 0.7 days ~..
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Attachment 2.D5.3(3)2- 76 ~ _
• (Revised March 2006) Attachment 2.05.3(3)-2-18