PERMFILE114447

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Pond 009
• Section_Exhibit Name: NH2 1996 Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-10 Part 3
• Media Type: D
• Archive: Yes

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throughout watershed ............... = 0.00 percent of A
0.0000 Sq Ft
2. Frequency ........................yr = 10
3. Rainfall,P(24-hour) ..............in = 2.00
4. Initial abstraction, la............ = 0.5316
5. Compute la/P ....................... = 0.2658
6. Unit peak discharge, qu......csm/in = 406.64
7. Runoff,Q .........................in = 0.5225
8. Pond & swap adjustment factor,...Fp = 1.00
9. Peak Discharge,gp ...............cfs = 0.0003
Time of Concentration (SCS Method)
Curve Number: 79
Length of Flow (ft): 2927
Average Land Slope (): 4.3
Time of Concentration (hrs): 0.62
11 /08/2001 11:35
Pond Volume Calculation based on Universal Soil Loss Equation1l/08/2001 11:42
Input Data
Landuse Area Rainfall Erod- Length Slope Ls Cf Pf
(ft^2) Factor ability (ft) (%)
RECLAMAT 1540281.6 50.0 0.37 2927.0 4.3 1.67 0.50 1.00
(REVISED 11-08-01)
Attachment 2.05.3(3) -70-36