PERMFILE121185

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 3/25/2003
• Doc Name: As Built Calculations of Pond 007
• Section_Exhibit Name: NH2 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 Ave
Runoff Peak
Volume Discharge Sediment
(ac-ft) (cfa) (tons)
IN 39 60 184 55 226.9
OUT 39.30 38.30 37.8
rage Annua} R of 30.0 for 3.0 year (e)
Peak Sediment Peak Settleable
Concentration Concentration 24VW 24AA
(mg/1) (ml/1) (ml/1) (ml/1)
_-~_____==__~a~_==___~_____________~_____~__~
11539 6.76 .2.43 .1.90
939 ~ 0.01 0.00 0.00
Peak Trap Hydrograph
Elevation Efficiency Detention Time
(~) (hrs)
5649 5 X83 36 B 63
•
•
Dewaterin9 Time (Max. Perf. Riaer Elev to Lowest Orifice): 0.7 days ..
tt##*k###*#*##*fi*#*+t#***+f+fi*#*t+*###4*+ittt+**#*tt*fi#***t+*t+*#*#tt+#+t**t4*fi

Attachment 2.05.3(3)2. 16
Attachment 2.05.3(3)2.16