PERMFILE131171

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 5/23/2005
• Doc Name: Pond 012 As-Built
• Section_Exhibit Name: NH2 Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎13
• Media Type: D
• Archive: Yes

• Pond Volume Calculation based on Universal Soil_Loss Equation -__
Input Data
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Landuse Area Rainfall Erod- Length Slope Ls Cf Pf
(ft^2) Factor ability (ft) (%)
DISTURBE 1870161.5 50.0 0.37
UNDISTUR 529341.1 50.0 0.37
Runoff = 1.000 inch,
Sediment Density = 62.400
Time = 1.0 years
Drainage Ratio = 0.37
Total Area = 55.085 acres
Gross Erosion = 1368.340 tons/yr.
Total Yield = 506.286 tons/yr.
Runoff Volume = 4.590 acre-ft
Sediment Volume = 0.373 acre-ft
Total Volume = 4.963 acre-ft
1354.6 6.4 2.69 0.50 1.00
1354.6 6.4 2.69 0.50 1.00
Pond Volume Calculation based on Universal Soil Loss Equation12/10/2001 13:03
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Input Data_______________________________________________________________
Landuse Area Rainfall Erod- Length Slope Ls Cf Pf
(ft^2) Factor ability (ft) (%)
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DRYLAND 25.2 50.0 0.37 3806.0 3.0 0.85 0.50 1.00
IRRIGATE 85.2 50.0 0.37 3806.0 3.0 0.85 0.50 1.00
Runoff = 0.360 inch.
Sediment Density = 112.000
Time = 3.0 years
Drainage Ratio = 0.37
Total Area = 110.436 sq.ft
Gross Erosion = 0.020 tons/yr.
Total Yield = 0.007 tons/yr.
Runoff Volume = 3.313 cu.ft.
Sediment Volume = 0.396 cu.ft.
Total Volume = 3.709 cu.ft.
• Attachment 2.05.3(3)13- 2