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Culvert Summary and Minimum Size Re quirements <br /> 1 Maximum Minimum 1 <br /> I I I low Culvert <br /> --------- <br /> Drama ae or Culvert Con ributing Flow CIFS Inches <br /> Culverts C-B1 Ditch 1311---------1188------------------_________T___ 1-88,--------121------- <br /> C-132 Deleted f rom Des,jn <br /> C-B3 Drama ge-Area 067 1 067 121 <br /> C-B4 Deleted rcirnpes19!2 <br /> ---------- cl� <br /> C-B5 1 Deleted from Design <br /> C-1216 Deleted ed!rRaDesign---------- <br /> C-1217 Atch 139 1 o b&66-66----- 0 67 091 ___1_2 <br /> C-138 jDitch B10 1 1 17 Ditch Bill 1 0741 1911 121 <br /> C-139 Ditch B12 1 1 62 Ditch B36 0161 178 121 <br /> C_13110 Deleted from Design <br /> C-B111 Ditch B15 356 356 18 <br /> ------- - - ----1 M Ditch_ko 0_551 ----2 31 <br /> C-1312 Drainage Area I <br /> C-B13 Ditch B37 042 1 042 121 <br /> _.C-B14 1,Ditch B 16 ___444 444 181 <br /> C-1315 Ortch B21 Ditch B2f4____Y_ 1 1017 24;Note 2 <br /> 6_ '.Ditch 1323 1056 i 1056 241 Note 2 <br /> C-1317 I Ditch B-19 646 Ditch B-26 0 301 676 24; <br /> C-13118 Ditch B27&32 124 Ditch B22 045 169 121 <br /> C-1319 Culvert B18 1 1 69 Culvert 1316 10 56 1225 24, <br /> C-1320 I Deleted from Design -666 <br /> i <br /> C-B21 !,Drainage Area B-25 Year Event 1 2263 36: <br /> C-622 1 Ditch 1315 7 —181 <br /> C-1323 !Ditch B16 <br /> 1 444 444 1-81 <br /> C-824 (Ditch B13 1 004 004 121 <br /> ��:§_251 Culvert B24 i 004 Ditch B35 0 041 008 12: <br /> C-1326 Mitch B25 i 064 1 064 121 <br /> C-1327 !Culvert B19 1225 i 1225 24 <br /> C-1328 I Ditch B29 1318 1318 301 1 <br /> -B29 !Pond B <br /> 0 <br /> C /C Diversion Structure 0 18;Note 4 <br /> - <br /> Culverts C-Cl Ditch C1 1 42 142 121 <br /> Ditch C25______O 161 9 51 12; <br /> C-C3 }Ditch C2 i 1 97 1 9� <br /> C-C4 ;Ditch C4 1 638 —638 2-41 <br /> C-05 ;Culvert C13 1 1157 Culvert C4 6381 1795 301 <br /> C-C6 I Deleted from Desig n <br /> C-C7 1 Ditch C8 3309 i 3309 36! <br /> -----------Iff-__66-----D_r Wi n--a-g--e-Area-------------0 09------------- 009 121, <br /> C-C9 Deleted from Desq n <br /> C-C10 Ditch- 15 075 075 121 <br /> C-C11 IlDitch C12 684 684 24!Note 2 <br /> C-C12 Ditch C17 1 33 Ditch C24 -------6-84 817 241 Note 2, <br /> C-C13 Drainage Area D-05 renamed C-C 13(page 6 <br /> C-C14 Ditch C12 684 <br /> 1 684 24:Note 2 <br /> C-C15 !Ditch C21 059 Ditch C22 8871 9 46 Note 2 <br /> I I------------------------------------------------- <br /> ,Ditch C18 850 1 850 24:Note 2 <br /> C-C17 IDitch C19 029 029 121 <br /> C-C18 Ditch C23 988 1 988 241 <br /> C-C19 Ditch C17 1 33 1 33_ 121 <br /> C-C20 Ditch C11 3582 35 82 <br /> C-C21 Ditch C20 093 093 12� <br /> C-C22 Draina 5 025 2-1 <br /> i q�kea 0 2 <br /> C-C23 Drainage Area 621 0211 121 <br /> C-C24 1 Ditch C1 142 142 <br /> C-C25 !MineWate <br /> 050 121 <br /> C-C26 Drainage Area 166 166 36"1 <br /> Culverts j Ditch D-1 1 970 Ditch D--1 - i 970 241 <br /> —------- ---------- <br /> C-D2 Titch D-2 1 970 Ditch D-2 1 970 241 <br /> C-El !Ditch E-1 j 1 79 179 121 <br /> Deleted from design <br /> b-D4 042--------- 0 42 12 <br /> 1 07j 24: <br /> C-G4 Mitch D-5 086 121 <br /> C-G5 !Culvert D-1 970 970 36; <br /> C-G6 ;Pond C Primary Discharge 072 121 <br /> ---------- ----—---------------------- ----------- <br /> ---------------- ——----------------- <br /> C-H1 1 Ditch H1 257 2373 36-: <br /> f JCWDitch _ 8 79 Ponds C&D-Discharge 12-37 <br /> "4"Cu y� designs located in Appendix B I <br /> Win-place,design of C-26 regunes a minimum of 10"be installed <br /> 42"in-place,design of C-H1 regunes a minimum of 36"be installed <br /> I <br /> —C-K-1------1,b i_tch­K I——----—-----------0-46 Ditch K2-------1 697__ 1-43 <br /> C-IK2 1 Ditch K3 1 70 i 170 12! <br /> -------------------- ----------------- ------ <br /> C-K3 I Wash down water 1 00 100 24; <br /> I <br /> C-L! Deleted from design <br /> - --------------- <br /> Culverts SAE; <br /> Rt1eL!q from demon <br /> _S_AE2jDeleted from design 1 <br /> Note 1 End sections must conform to fill slopes i <br /> 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 <br /> be used,assure rock headwall or road will provide 1 5'of head over to of culvert <br /> Note 3 Culverts C-619^620,621&SAE2 are located under old State Highway 133 Maintenance 1 <br /> and repair of these culverts is the responsibility of the operator <br /> Culvert132 is the Pond B/C diversion structure Water will be diverted to C-1329 <br /> Note K]only dunng times when maintenance or clean out of Pond C is necessa I <br /> 01115 <br /> TR-91 EXH-8-31- <br />