2013-01-14_PERMIT FILE - C1996083A (13)

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Culvert Summary and Minimum_ Size Requirements Drainage or Culvert Contributing Flow _ Culverts C -81 _ Ddch _131 1.88 _ C -62 Dtch 131 _ 1 88 D_ itch B_4_ C -133 Drainage Area 067 - C -134 Del 85 2 43' Maximum Flow, 1 1 88 0_44_ 232 067 _ _ 2 43_ i Minimum _ Culvert Inches_t_ 12 18' _ - _ 12 _ 18 IF _ T- 9- C -135 _ 'Deleted from Desi n n C -136 Deleted from Design C -67 _ _ _ Ditch B9 _ 0.24 Ditch B8 _ _ C -138 Ditch B10 _ _ _ 1.17 Ditch 1311_ -C-13- Ditch C -1310 Ditch B12 T 162 Dich B36600 -1311 _ Ditch B15 _ _3.56 C -B 12 _ Drainage Area_ 1 76 Ditch B_ _2.0_ _ _ C -813 Ditch B37 _ 042 _ C -B14 !Ditch B16 - _ 444 _ ---0_671_ 091 12: 0.74 191 12 16 _ -_ _ 0 22 12 _ 356 18 _ _ 0 5.5 231 18 _ 0 42', _ 12_' "4 L - 18 _ 1C C -B15Ditch C -1316 _ C -617 +I IC-1320 C -B18 !Ditch - _ - C -1319 'Culvert C -621 _ _ C -1322 _ - C -1323 C -1324 - - -- C -1325 -- -- C -1326 C -1327 21 7.54 B24 2_ _63_ 10 17 24 Note 2 10.56 _ _ 24 Note 2 030 676 24 045 1691 12 - 12 25 24 _ _ _ _ 10 561 ___ i 0.00 _ _ 22 63 _ _ 36; ` 3.56 18' Ditch 1323 Ditch _ �_- B27 & 32_ _ 1318 Deleted from D_es_ign_ Drainage Area _B_ _- Ditch B15 _ _ Ditch B16 - Ditch B13 Culvert 1324 Ditch 1325_ Culvert B19_ _ _Ditch 10 56 _ _ _ 64_6 26 _ 1 24 _ { Ddch 1322 1 691 Culvert B16 _ _ __ I 25 Year Event _ _ 3.56 _ 4.44 664, 0 04' Ditch 1335 -- - -- 0 42 --- -- - -- l 12 251 4.44 _ 4, 12 0 OS 12 -8 - -- 0.42 12 0.04 12 25 24 _ Culverts - C -13-28 _ - - -- Ditch B29 _ _ 13.18'' 1318 1.42 _ _ _ _ 30 12 C -C1 Ditch C1 _ Drainage Area Ditch C2 1 42I _ _ C -C2 0351 _ 0 35 1_81 - 622 12 _ C -C3 181 _ _ 12 C -C4 Ditch C4 6 22 - C -05 _ Culvert 613 17 79 Culvert C14 6 22 24 01 C -C6 Ditch C7 10.85 10 85 A C -C7 Ditch C8 32.35 3235 C -C8 Draina a Area 0.09 0.09, C -C9 Culvert C8 0.09' 009 12 C -610 Ditch C15 075 12 _ C -C11 C12 6.- 684 24 Note 2 C -C12 _Ditch Ditch C17 1.331 C24 � 8W 17 - 17.79 684 24 Note 2_ Note 2 _ _ C -C13 _ _ C_ -C14 C -C15 Drainage Area D -05 renamed C -C13 (page 63) - Ditch C12 684 30 24 Ditch C21 0 59 Ditch C22 _ 8 3.7_'1__ _ _ 8.96 8 25, 0 29 24 Note 2 _ _ C-C16 __ C-C17 Ditch C18 Ddch C19 C23 _ _ 8 25 0 29 913 _ 24' Note 2 _12 _ 24' C -C18 +Ditch _ __ _ _ 91 _ - C -C 19 1 Dutch C17 _ _ IDitch C11 �_ 1 33 _ _ _ _ 1.33 35.01 1_2 C -C20 _ 35 01 361 _ -C21 1 Ditch C -C20 _ O.93, _ 93 12 Culve_rt_s _C C -D1 Ditch D-2 1641 16.41 Ditch D -1 16.41 _30 30 C -D2 C -D1 Ditch D -2 _ � 16 41 'C -E1 C -G1 _ -- _,_ Ditch E -1 Deleted from_desi i 1.79 - -_ n � 1.79 _ _ 12 _ _ C -132 Ditch D -D4 Ditch D -D3 & D6 078 0.98 _ 078 _ __ _ _ _ 12 241 C -G3_ C -134 Ditch 5 Deleted from desi _ _ 0 86 gn _ _ C -F1 _ _ _ _ _ _ _12' C -F2 Ditch F14 12.56 1256 42 C-H1 Ditch Hl 3.07 307 42 CJ7 Ditch J1 & J2 5 09 Ditch J_3_&_ J12_ 1962, 23.38 24 Note 4 C -J2 Ditch J4 24.53 2453 30 Note 4 C -J3 Ditch J5 0.66 11.61 _D_dch_J_6 0491 115 12 C -J4 Ditch J9-2 11.61 24'1 _ C -J5 C-J6 _ Ditch J 16 -1 Ditch J 16 -2 027 _ _ _ _ _ 121 _ 042 18 _ _ C -J7 Ditch J -15 075 18 241 C -J8 Ditch J-8 -1 605 -- -- t 097 1.43 C -K1 C -K2 Ditch K1 Ditch K3 0.46 Ditch K2 12 - _ 1.70 - - 12 - C -K3 Deleted from desi Deleted from des _1_70 n. n. - -- -- ;C-L1_ - Culverts ,SAE 1 Deleted from design ,SAE2 Deleted from design End sections must conform to fill slopes Note 1 Note 2 An 18 -inch culvert will handle 11 cfs with a HW/D ratio of 2.0. If an 18 -inch culvert is to _ _ be used, assure rock headwall or road will provide 1.5' of head over top of culvert. Note_ 3 _ Note 4 Culverts C -B19, 1320,1321 & SAE2 are located under old State Highway 133. _Maintenance_ and repair of these culverts is the responsibility of the operator Culvert J1 desgned with concrete headwall_conformmg to the fill slope with a HW /D = 2 _ Note 4 Culvert J2 desi ned with concrete headwall conforming to the fill slope with a HW /D = 1.4 TR -76 EXH -8 - 31 - 11112