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Culvert Summary and Minimum Size Requirements <br />Maximum Minimum! <br />--------- -----FlowDrama a <br />Culvert Contr ow <br />F1 <br />CFS :C <br />Culvert <br />Inches <br />CUIVE ----- <br />C -B2 !Deleted from Design <br />188 ------------------ ------------ <br />8-8 <br />2� <br />C -B3 1 <br />Drainage Area <br />067 <br />067 <br />1-21 <br />— C-134 aDeleted fromi <br />---------- <br />C -BS Deleted from In <br />----------------- ----------- ------------------- <br />C -B6 _Teleteq from Design <br />C -B7 Atch B9 1 <br />---- <br />0 24. Ditch B8 0671 <br />— - <br />091, <br />121 <br />C-138 1 <br />Ditch B10 <br />1 17 Ditch Ell 1 0741 <br />191 <br />121 1 <br />C-139 <br />C -B10 <br />Ditch B12 <br />Deleted from Design <br />1 62 Ditch B36 0161 <br />1 78 <br />12: <br />C-1311 <br />---------- --- <br />G -B 12 <br />Ditch BI 5 <br />Drainage Area <br />3 6 <br />1 76 Ditch B20 6 E6� ---- <br />356— <br />2 31 <br />181 <br />181 <br />C -B13 <br />!Ditch B37 <br />042 <br />042 <br />121 <br />C-1314 <br />C -B15 <br />Ditch B16 <br />6 Ftc-F­1321 <br />444 1 <br />7 54 bacii B24 2 631 <br />444 <br />1017 <br />181, <br />241 Note 2 <br />— ------- C-1316. <br />C -B17 <br />Ditch B23 itch------ <br />Ditch B-19 <br />1056 i <br />6 46 Wkdh__6_Yd__ —0 301 <br />1056 <br />676 <br />241 Note 2 <br />241 <br />C -B18 <br />Ditch B27 & 32 <br />124 Ditch B22 0451 <br />169 <br />121 <br />C -B19 <br />C-1320 <br />Culvert B18 _169 <br />Deleted from Design <br />Culvert B16 1.0. 561 <br />1225 <br />000 <br />241 <br />—i <br />C -B21 <br />C-132_2 -----,Ditch- <br />Drainage Area B -- 25 Year Event — -- <br />-' -13 f5 ---- — — - r ------ 356---- — — -------- — <br />2263 <br />-- �i 56 <br />:36—, <br />181 <br />C-1323 <br />!Ditch B16 <br />444 i <br />444 <br />181 <br />----------- C-1324 <br />1 i Ditch B1 3 <br />'Culvert B24 <br />004 i 1 ------- <br />004 Ditch B35 <br />004 <br />0 0 ---------- <br />12; <br />ii <br />........ . C -B26 <br />C-1327 <br />i Ditch B ?E�5ii 9 <br />!Culvert <br />i <br />---- — - — — ----- <br />064 <br />1225 <br />121 <br />24! <br />C -B28 <br />;Ditch B29 <br />1318 <br />1318 <br />30! <br />C -B29 _iDitch <br />Culverts- C -C1_ - <br />C-11 _ 1 <br />!Ditch Cl i <br />3580 <br />142 <br />3580 <br />142 <br />- <br />121 <br />C -C2 <br />G:M­Ditch_62­71_1 <br />!Drainage Area <br />035 Ditch C25 9-14 ------ <br />4� <br />049____ <br />1 95 <br />121 --------- <br />12 1, <br />C -C4 <br />Otch C4 1 <br />636 <br />636 <br />241 <br />C-05 <br />_C ­ C6 <br />j Culvert C1 3N57 <br />Deleted from <br />Culvert C4 6361 <br />1793 <br />3-01, <br />C -C7 <br />C -C8 <br />!Ditch C8 i <br />Zrainage Area 1 <br />3307 <br />009 <br />3307 <br />009 <br />421 <br />12; <br />C -C9 <br />"Deleted from DesiRn <br />1 <br />----- -- C -C10 Ditch C 5 <br />C-C11Note <br />JDitch C 2 <br />1 <br />075 <br />684 <br />075 <br />684 <br />12 <br />--- <br />24, Note <br />12 Ditch 17 1 33 Ditch C24 1 6 84; <br />C_ ------ <br />3 Drainage Area D-05 renamed C -Cl 3 (page 63) 1 <br />817 <br />- - --------- <br />24i Note 2 <br />241 <br />C -C14 <br />i Ditch C1 2 i <br />684 1 <br />684, <br />24; Note 2 <br />C -C15 <br />C -C16 <br />!Ditch C21 r______0 <br />"Ditch C18 i <br />Ditch C22 ........ _887 1111 <br />850 i <br />946 <br />850 <br />241 Note 2 <br />1 <br />24 Note 2 <br />_c-� <br />t7 <br />C -C18 <br />1 C19 i <br />Jpktdh ------ <br />I Ditch C23 <br />029 <br />988 1 <br />029 — ----- <br />988 <br />121 — <br />241 <br />C -C19 <br />Ditch C17 <br />1 33 1 <br />1 33 <br />12! <br />C -C20 <br />C -C21 <br />Ditch C1 1 <br />Ditch C -C20 <br />3580 i <br />093 <br />3580 <br />093 <br />361 <br />12 <br />C -C22 <br />C -C23 <br />Drainage025 <br />Drainage Area <br />025 <br />021 1-021 <br />12; <br />12 <br />C -C24 <br />Ditch C1 <br />142 1 <br />142 <br />12: <br />--- — ----- C -C25 ---- <br />C -C26 <br />Mme Water ----- — ------- <br />!Drainage Area <br />050, ----- <br />166 <br />050 <br />166 <br />12i ------- <br />Culverts C -D1 <br />C -D2 <br />!Ditch D-1 <br />!Ditch D-2 <br />970 Ditch D-1___ <br />9 [5-iONF2 <br />970 <br />- ---------- <br />970 <br />2 -------- <br />241 <br />C -El <br />Ditch E-1 <br />1 79 <br />179 <br />12: <br />C -G1 <br />C -G2 <br />Deleted from design <br />Ditch D -D4 <br />____ I <br />0 78 _ <br />078 <br />121 <br />C-133 <br />C -G4 <br />1 Ditch D -D3 <br />1 Ditch D-5 <br />1772 Ditch D6 0471 <br />074 <br />1819 <br />074 <br />30i <br />C -G5 <br />"Culvert D-1 1 <br />970 1 1 <br />970 <br />361 <br />C -G6 <br />1 Pond C Primary Discharge ------------------------ I ------0 <br />72 <br />1-211, <br />----------- ------------ <br />C-H1 <br />!Ditch H1 i <br />257 1 <br />2373 <br />36-1 <br />!CWDitch <br />879 Ponds _C& D Discharge <br />1237 <br />"J" Culvert designs located in Volume XI, Appendix B .... j <br />Win -place, design of C-26 regunes a minimum of 10" <br />............ <br />be installed <br />—42" in-place, design ofC-H1 regunes a minimum of 36" be installed <br />C -K1 <br />Ditch - K1 --------- — F-0 <br />D�kCh _k2 <br />— <br />..... <br />C -K3 <br />[Ditch K3 lr <br />Wash down..... <br />170 <br />100 ---- — -- j ----- <br />1 70 --- <br />f (OWO <br />12 <br />— — — ------- <br />i <br />C -L1 <br />Deleted from design <br />Culverts <br />----------------- <br />SAE2 <br />from design <br />I Deleted from design <br />1 <br />— -- ----------- <br />— -- — --- <br />i <br />_Note 1 End sections must conform ti fill slo esi <br />Note 2 An 18 -inch culvert will handle 11 cfs with a HW/D ratio of 2 0 If an 18 -inch culvertIS to <br />____________ W__Tt ----,------- <br />be used, assure headwall or road w p �Wadover top of cGINWq <br />lNote 3 1 Culverts C -B1 9, B20,B21 & SAE2 are located under old State Highway 133 Maintenance 1 ------- <br />and repair of these culverts is the responsibility of the operator <br />01/15 <br />TR -98 EXH-8 - 31 - <br />