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2015-08-31_PERMIT FILE - C1981010 (59)
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2015-08-31_PERMIT FILE - C1981010 (59)
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Last modified
8/24/2016 6:10:18 PM
Creation date
10/9/2015 1:14:03 PM
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Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
8/31/2015
Doc Name
Reconstructed Drainage Channel Design Model
Section_Exhibit Name
Appendix Q Section XXXVII
Media Type
D
Archive
No
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990 <br />- ' \\ 98.0 <br />Plan View <br />Scale: Y=20' <br />0 20 40 <br />1 O <br />O of <br />O <br />O 1 <br />1P <br />AREA CAPACITY TABLE <br />For 5% channel, 20 fcot wide trap channel, 2WV sides, rock check dam 3' high, 1.5H1V lace <br />Elevation <br />(feet) <br />Av- <br />(ftsq) <br />Area <br />(acres) <br />Average Area <br />(acres) <br />lnc <br />(ac -ft) <br />Cum <br />(acft) <br />92.0 <br />629 <br />0 014 <br />- <br />0.018 <br />0.018 <br />93.0 <br />927 <br />0.021 <br />0.018 <br />0.025 <br />0.025 <br />94.0 <br />1282 <br />0.029 <br />0.043 <br />0.034 <br />0.034 <br />95.0 <br />1695 <br />0.039 <br />0.077 <br />0.044 <br />0.044 <br />96.0 <br />2165 <br />0.050 <br />0.122 <br />0.056 <br />0.056 <br />97.0 <br />2683 <br />0.062 <br />0.177 <br />0.068 <br />0.068 <br />98.0 <br />3257 <br />0.075 <br />0.246 <br />0.082 <br />0.082 <br />99.0 <br />3873 <br />0.089 <br />0.327 <br />61.2 <br />�5 Percent Channel <br />Channel Profile <br />3.0 Foot High Check Dam with 1.5H:1 V upstream face and <br />3H:1 V downstream face <br />Figure 8 <br />Note: All Elevations shown on this Figure are relative. Typical Configuration and Capacity of a Dozer Basin <br />in 20 Foot wide Trapezoidal channel at 5% slope <br />26 <br />
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