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PERMFILE133929
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Entry Properties
Last modified
8/24/2016 10:34:37 PM
Creation date
11/26/2007 1:45:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
3/25/2003
Doc Name
Collection/Diversion Ditches and Culverts Design Parameters
Section_Exhibit Name
NH2 Section 2.05.3(3) Attachment 2.05.3(3)-1
Media Type
D
Archive
Yes
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• DITCH C-15 BASIN 22 <br />Time of Concentration (SCS Method) <br />Curve Number: 86 <br />Length of Flow (ft): 232 <br />Average Land Slope (): 11.44 <br />Time of Concentration (hrs): 0.04 <br />0 5/1 7120 01 <br />05/17/2001 <br />Graphical Peak Discharge <br />Project: AMENDMENT By: RLG Date: 05/17/2001 <br />Location: DITCH C-15 Checked: Date: <br />Developed <br />1. Data: <br />Drainage area :....................A = 1.5934 Acres <br />Runoff Curve Number :.............CN = 86 <br />Time of Concentration:...........Tc = 0.04 <br />Pond and swamp areas spread throughout watershed. = 0.00 percent of A <br />0.0000 Acres <br />2. Frequency ........................yr = 10 <br />• 3. Rainfall,P(24-hour) ..............in = 2.00 <br />4. Initial abstraction, la............ = 0.3256 <br />5. Compute la/P ....................... = 0.1628 <br />6. Unit peak discharge, qu......csm/in = 984.30 <br />7. Runoff,Q .........................in = 0.8490 <br />8. Pond & swap adjustment factor,...Fp = 1.00 <br />9. Peak Discharge,gp ...............cfs = 2.0806 <br />aaviseo ts-ie-zooq Attachment 2.05.3(3)-1- 22 <br />
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