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2009-12-28_PERMIT FILE - C1996083A (11)
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2009-12-28_PERMIT FILE - C1996083A (11)
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Last modified
8/24/2016 3:58:08 PM
Creation date
2/26/2010 9:34:09 AM
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Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
12/28/2009
Doc Name
Pages EXH 8-1 to EXH 8-97
Section_Exhibit Name
Exhibit 08 Protection of The Hydrologic Balance
Media Type
D
Archive
Yes
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• <br />r � <br />L_J <br />TR -43 <br />A PP2ovc - 9 <br />9/n/a6 <br />V -Ditch Design <br />Ditch Grade <br />Minimum Grade <br />Maximum Grade <br />RipRap <br />Peak <br />Min <br />I Max <br />Depth <br />Velocity <br />Depth <br />Velocity <br />D50 Inch <br />Flo <br />Feet <br />Ft/Sec <br />Feet <br />Ft/Sec <br />cfs <br />Ditch <br />B1 <br />7.0%1 <br />12.0% <br />0.52 <br />4.7 <br />0.47 <br />5.8 <br />1.88 <br />B2 <br />Deleted from Design <br />B3 <br />7.0%1 <br />11.0% <br />0.23 <br />2.7 <br />0.21 <br />3.2 <br />0.20 <br />B4 <br />10.0%1 <br />50.0% <br />0.28 <br />3.7 <br />0.21 <br />c .- 6.9 <br />9 <br />0.44 <br />B5 <br />10.0% <br />50.0% <br />0.54 <br />- - -5.8 <br />0.40. <br />10.6 <br />15 <br />2.43 <br />B6 <br />10.0% <br />50.0% <br />0.56 <br />'' " 5.9 <br />0.41 <br />`'` 10.8 <br />15 <br />2.68 <br />B7 <br />50.0% <br />50.0% <br />0.51 <br />!` °. 12,5 <br />0.51 <br />12.5 <br />18 <br />4.81 <br />B8 <br />7.0% <br />11.0% <br />0.35 <br />3.6 <br />0.33 <br />4.4 <br />0.67 <br />• <br />B9 <br />27% <br />27% <br />0.19 <br />4.8 <br />0.19 <br />4.8 <br />0.24 <br />B10 <br />7.0% <br />11.0% <br />0.44 <br />4.2 <br />0.39 <br />4.9 <br />1.17 <br />• <br />B11 <br />10% <br />27% <br />0.35 <br />4.3 <br />0.29 <br />;:. ;: 6.3 <br />9 <br />0.74 <br />B12 <br />7.0%1 <br />11.0% <br />0.491 <br />4.6 <br />0.45 <br />5.4 <br />1.62 <br />• <br />B13 <br />27% <br />27% <br />0.10 <br />3.1 <br />0.101 <br />3.1 <br />1 0.04 <br />• <br />B14 <br />27% <br />27% <br />0.18 <br />4.6 <br />0.18 <br />4.6 <br />0.22 <br />B15 <br />7.0% <br />11.0% <br />0.67 <br />5.6 <br />0.61 <br />6.6, <br />12 <br />3.56 <br />B16 <br />7.0% <br />11.0% <br />0.72 <br />5.9 <br />0.66 <br />_4':" - -7•i0 <br />6 <br />4.44 <br />B17 <br />7.0% <br />14.0% <br />0.39 <br />3.9 <br />0.34 <br />5.0 <br />0.86 <br />B18 <br />7.0% <br />17.0% <br />0.74 <br />6.0 <br />0.63 <br />-- :.. 8.4 <br />9 <br />4.87 <br />819 <br />50.0% <br />50.0% <br />0.57 <br />.13.5 <br />0.57 <br />13.5 <br />21 <br />6.46 <br />B20 <br />7.0%1 <br />11.0% <br />0.331 <br />3.5 <br />0.30 <br />4.1 <br />0.55 <br />B21 <br />2.0% <br />5.0% <br />1.10 <br />4.21 <br />0.93 <br />5.9 <br />7.54 <br />B22 <br />7.0% <br />11.0% <br />0.32 <br />3.4 <br />0.29 <br />4.0 <br />0.45 <br />B23 <br />7.0% <br />11.0% <br />0.99 <br />7.3 <br />0.91 <br />8.6 <br />9 <br />10.56 <br />B24 <br />7% <br />11% <br />0.54 <br />4.9 <br />0.50 <br />5.8 <br />2.63 <br />• <br />B25 <br />27% <br />27% <br />0.23 <br />5.4 <br />0.23 <br />5.4 <br />0.42 <br />B26 <br />5.0% <br />10.0% <br />0.28 <br />2.6 <br />0.25 <br />3.5 <br />0.30 <br />B27 <br />1.0% <br />2.0% <br />0.37 <br />1.4 <br />0.33 <br />1.9 <br />0.29 <br />B28 <br />Deleted from Design <br />B29 <br />2.0% <br />2.0% <br />1.36 <br />4.8 <br />1.36 <br />4.8 <br />13.18 <br />B30 <br />50.0% <br />50.0% <br />0.43 <br />11.1 <br />0.43 <br />11.1 <br />15 <br />3.05 <br />B31 <br />Deleted from Design <br />B32 <br />50.0%1 <br />50.0% <br />0.28 <br />8.4 <br />0.28 <br />8.4 <br />12 <br />0.95 <br />E133 <br />10.0% <br />10.0% <br />1.01 <br />8.8 <br />1.01 <br />88 <br />9 <br />13.18 <br />B34 <br />10.0% <br />50.0% <br />1.25 <br />10.2 <br />0.95 <br />18.9 <br />12 <br />22.63 <br />• <br />B35 <br />27.0% <br />27.0% <br />0.10 <br />3.1 <br />0.10 <br />3.1 <br />0.04 <br />• <br />B36 <br />27.0% <br />27.0% <br />0.161 <br />4.2 <br />0.16 <br />4.2 <br />0.16 <br />• <br />B37 <br />27.0% <br />27.0% <br />0.23 <br />5.4 <br />0.23 <br />5.4 <br />0.42 <br />• <br />Ditch alon i downhill conveyor <br />Ditch <br />C1 <br />2.5% <br />12.0% <br />0.571 <br />3.0 <br />0.42 <br />5.4 <br />1.42 <br />C2 <br />5.0% <br />50.0% <br />Tra ezoidal <br />Channel C -Gulch <br />1.81 <br />C3 <br />7.0% <br />12.0% <br />0.671 5.61 0.611 6.9 <br />15 <br />3.74 <br />*' <br />C4 <br />5.0% <br />50.0 <br />Tra ezoidal Channel C -Gulch <br />6.22 <br />C5 <br />15.0% <br />15.0% <br />0.351 5.31 0.35 5.3 <br />0.94 <br />" <br />C6 <br />5.0% <br />50.0% <br />Trapezoidal Channel C -Gulch <br />29.13 <br />C7 <br />7.0% <br />11.0% <br />1.00 <br />-. - - "7.3 <br />0.92. <br />8.7 <br />9 <br />10.85 <br />C7a <br />No Ditch C7a <br />C8 <br />1 7.0%1 11.0% <br />1.501 <br />9.6 <br />1.40 <br />11.5 <br />32.35 <br />C9 <br />Deleted from design <br />Flow depth <br />in feet does not include 0.3 feet freeboard. <br />C10 <br />1 15.0%1 <br />15.0%1 <br />0.411 <br />5.91 <br />0.411 <br />5.91 <br />1.46 <br />* *' <br />C11 <br />1 7.0%1 <br />11.0%1 <br />1.601 <br />10.0 <br />1.50 <br />- `'72.0 <br />12 <br />35.01 <br />Exh 8 -29 <br />05/06 <br />
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