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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 />• <br />• <br />TR-049 <br />I PPRov�!) <br />Culvert Summa and Minimum Size Requirements <br />Maximum <br />Minimum <br />Flow <br />Culvert <br />Drainage or Culvert Co <br />ibutino Flow <br />CFS <br />Inches <br />Culverts <br />C-131 <br />Ditch B1 <br />1.88 <br />1.88 <br />12 <br />C 132 <br />Ditch 131 <br />1.88 <br />Ditch B4 <br />0.44 <br />2.32 <br />18 <br />C-83 <br />Drainage Area <br />0.67 <br />0.67 <br />12 <br />C-B4 <br />Ditch B5 <br />2.43 <br />2.43 <br />18 <br />C-135 <br />Deleted from Design <br />C-B6 <br />Deleted from Desi <br />n <br />C-B7 <br />1 Ditch B9 <br />0.24 <br />Ditch B8 <br />0.67 <br />0.91 <br />12 <br />C-88 <br />Ditch B10 <br />1.17 <br />Ditch B11 <br />0.74 <br />1.91 <br />12 <br />C-139 <br />Ditch B12 <br />1.62 <br />Ditch B36 <br />0.16 <br />1.78 <br />12 <br />C-1310 <br />Ditch B14 <br />0.22 <br />0.22 <br />12 <br />C-B11 <br />Ditch B15 <br />3.56 <br />3.56 <br />18 <br />C-1312 <br />Draina a Area <br />1.78 <br />Ditch B20 <br />0.55 <br />2.31 <br />18 <br />C-B13 <br />Ditch B37 <br />0.42 <br />0.42 <br />12 <br />C-1314 <br />Ditch B16 <br />4.44 <br />4.44 <br />18 <br />0-1315 <br />Ditch B21 <br />7.54 <br />Ditch B24 <br />2.63 <br />10.17 <br />24 <br />Note 2 <br />C-B16 <br />Ditch B23 <br />10.56 <br />10.56 <br />24 <br />Note 2 <br />C-1317 <br />Ditch B-19 <br />6.46 <br />Ditch B-26 <br />0.30 <br />6.76 <br />24 <br />C-1318 <br />Ditch B27 & 32 <br />1.24 <br />Ditch B22 <br />0.45 <br />1.69 <br />12 <br />C-1319 <br />Culvert B18 <br />1.69 <br />Culvert B16 <br />10.56 <br />12.25 <br />24 <br />C-B20 <br />Deleted from Design <br />1 <br />0.00 <br />C-B21 <br />Drainage Area B - 25 Year Event <br />22.63 <br />36 <br />0-1322 <br />Ditch 1315 <br />3.56 <br />3.56 <br />18 <br />C-823 <br />Ditch B16 <br />4.44 <br />4.44 <br />18 <br />C-1324 <br />Ditch B13 <br />0.04 <br />0.04 <br />12 <br />C-1325 <br />Culvert B24 <br />0.04 <br />Ditch 835 <br />0.04 <br />0.08 <br />12 <br />C-826 <br />Ditch B25 <br />0.42 <br />0.42 <br />12 <br />C -1327 <br />Culvert B19 <br />12.25 <br />12.25 <br />24 <br />C-B-28 <br />Ditch B29 <br />13.18 <br />13.18 <br />30 <br />Culverts <br />C-C1 <br />Ditch C1 <br />1.42 <br />1.42 <br />12 <br />C-C2 <br />Drainage Area <br />0.35 <br />0.35 <br />12 <br />C-C3 <br />Ditch C2 <br />1.81 <br />1.81 <br />12 <br />C-C4 <br />Ditch C4 <br />6.22 <br />6.22 <br />18 <br />C-05 <br />Culvert C13 <br />17.79 <br />Culvert C14 <br />6.22 <br />24.01 <br />36 <br />C-C6 <br />Ditch C7 <br />10.85 <br />10.85 <br />24 <br />C-C7 <br />Ditch C8 <br />32.35 <br />32.35 <br />36 <br />C-C8 <br />Drainage Area <br />0.09 <br />0.09 <br />12 <br />C-C9 <br />Culvert C8 <br />0.09 <br />0.09 <br />12 <br />C-C10 <br />Ditch C15 <br />0.75 <br />0.75 <br />12 <br />C-C11 <br />Ditch C12 <br />6.84 <br />6.84 <br />24 <br />Note 2 <br />C-C12 <br />Ditch C17 <br />1.33 <br />Ditch C24 <br />6.84 <br />8.17 <br />24 <br />Note 2 <br />C-C13 <br />Drainage Area D C5 renamed <br />C-C13 a 63 <br />17.79 <br />30 <br />C-C14 <br />Ditch C12 <br />6.84 <br />6.84 <br />24 <br />Note 2 <br />C-C15 <br />Ditch C21 <br />0.59 <br />Ditch C22 <br />8.37 <br />8.96 <br />24 <br />Note 2 <br />C-C16 <br />Ditch C18 <br />8.25 <br />8.25 <br />24 <br />Note 2 <br />C-C17 <br />Ditch C19 <br />0.29 <br />0.29 <br />12 <br />C-C18 <br />Ditch C23 <br />9.13 <br />9.13 <br />24 <br />C-C19 <br />Diitch C17 <br />1.33 <br />1.33 <br />12 <br />C-C20 <br />Ditch C11 <br />35.01 <br />35.01 <br />36 <br />C-C21 <br />Ditch C-C20 <br />0.93 <br />0.93 <br />12 <br />Culverts <br />C-D1 <br />Ditch D -2 <br />16.41 <br />16.41 <br />30 <br />C-132 <br />C-D1 <br />16.41 <br />16.41 <br />30 <br />C-E1 <br />Ditch E -1 <br />1.79 <br />1.79 <br />12 <br />C-G1 <br />Deleted from des i <br />n <br />C-G2 <br />Ditch D -D4 <br />0.78 <br />0.78 <br />12 <br />C-103 <br />Ditch D -D3 & D6 <br />7.51 <br />24 <br />C-134 <br />Ditch D-5 <br />1.971 <br />12 <br />C-F1 <br />Deleted from design <br />C-F2 <br />Ditch F14 <br />12.56 <br />12.56 <br />42 <br />C-1-11 <br />Ditch H1 <br />3.07 <br />3.07 <br />42 <br />C-J1 <br />Ditch Jt & J2 <br />5.09 <br />Ditch J3 & J12 <br />19.62 <br />23.38 <br />24 1 <br />Note 4 <br />C42 <br />Ditch J4 <br />24.53 <br />24.53 <br />30 <br />Note 4 <br />C.13 <br />Ditch J5 <br />0.66 <br />Ditch J6 <br />0.49 <br />1.15 <br />12 <br />CJ4 <br />Ditch J9-2 <br />11.611 <br />11.61 <br />24 <br />CJ5 <br />Ditch J16-1 <br />0.271 <br />12 <br />C46 <br />Ditch J16 -2 <br />0.421 <br />18 <br />C-J7 <br />Ditch J -15 <br />0.75 <br />18 <br />C-J8 <br />Ditch J-8 -1 <br />6.05 <br />24 <br />C-K1 <br />Ditch K1 <br />0.46 <br />Ditch K2 <br />0.97 <br />1.43 <br />12 <br />C-K2 <br />Ditch K3 <br />1.70 <br />1.70 <br />12 <br />C-K3 <br />Deleted from desi <br />n. <br />C-1-1 <br />Deleted from design. <br />Culverts <br />SAE1 <br />Deleted from design. <br />SAE2 <br />Deleted from design. <br />Note 1 <br />End sections must conform to fill slopes. <br />Note 2 <br />An 18 -inch culvert will handle 11 cfs with a HW /D ratio of 2.0. If an 184nch <br />culvert Is to <br />be used, assure rock headwall or road will provide 1.5' of head over top of culvert. <br />Note 3 <br />Culverts C-1319, 1320,821 & SAE2 are located under old State Hi hwa 133. Maintenance <br />and repair of these culverts is the responsibility of the operator. <br />Note 4 <br />Culvert J1 designed with concrete headwall conforming to the fill slope with a HW /D = 2 <br />Note 4 <br />Culvert J2 designed with concrete headwall conforming to the fill slope with a HW/D = 1.4 <br />EXH-8 - 31 - <br />05/09 <br />
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