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• <br />TR-044 <br />/~ YfP,DVEp <br />3~in~o7 <br />Culvert Summa and Minimum Size R uireme nts <br /> Maximum Minimum <br /> Flow Culvert <br /> Draina a or Culvert Co nMbutin Flow CFS Inches <br />Culverts C-B1 Ditch B7 1.88 1.88 12 <br /> C-B2 Ditch 81 1.88 Ditch B4 0.44 2.32 16 <br /> C-B3 Dreina a Area 0.67 0.67 12 <br /> G04 Ditch BS 2.43 2.43 18 <br /> GBS Deleted from Des i n <br /> C-B6 Deleted from Des i n <br /> C-B7 Ditch B9 0.24 Ditch B8 0.67 0.91 12 <br /> C-B8 Ditch 810 1.17 Ditch 811 0.74 1.97 12 <br /> C-B9 Di[ch 812 7.62 Ditch B36 0.16 1.78 12 <br /> C-810 Ditch Bib 0.22 0.22 12 <br /> C-B71 Ditch 815 3.56 3.56 18 <br /> C-612 Draina a Area 1.76 Ditch 020 0.55 2.31 18 <br /> C-B13 Ditch 637 0.42 0.42 12 <br /> C-Bt4 Ditch 816 4.44 4.44 18 <br /> C-B75 Ditch 821 7.54 Ditch 824 2.63 10.17 24 Note 2 <br /> C-816 Ditch B23 10.56 10.56 24 Note 2 <br /> C-617 Ditch B-19 6.46 Ditch B-26 0.30 6.76 24 <br /> C-618 Ditch 627 8 32 1.24 Ditch 822 0.45 1.69 12 <br /> C-819 Culvert 618 1.69 Culvert 616 10.56 12.25 24 <br /> C-B20 Deleted from Des i n 0.00 <br /> C-B21 Draina a Area B - 25 Vear Event 22.63 36 <br /> C-022 Ditch B75 3.56 3.56 18 <br /> G823 Ditch B76 4.44 4.44 18 <br /> G824 Ditch B73 0.04 0.04 12 <br /> C-625 Culvert 824 0.04 Ditch 635 0.04 0.08 12 <br /> C-B26 Ditch 625 0.42 0.42 12 <br /> <br />Culverts C-C7 Ditch C1 1.42 1.42 12 <br /> C-C2 Draina Area 0.35 0.35 12 <br /> C-C3 Ditch C2 1.81 1.81 12 <br /> GC4 Ditch C4 6.22 6.22 18 <br /> GC5 Culvert C73 17.79 Culvert C74 6.22 24.01 36 <br /> GC6 Ditch C7 10.85 10.85 24 <br /> C-C7 Ditch C8 32.35 32.35 36 <br /> C-C8 Dreina a Area 0.09 0.09 12 <br /> C-C9 Culvert C8 0.09 0.09 12 <br /> C-C70 Ditch C15 0.75 0.75 12 <br /> C-C71 Ditch C12 6.84 6.84 24 Note 2 <br /> C-012 Ditch C17 1.33 Ditch C24 6.84 8.17 24 Note 2 <br /> C-C73 Draina a Area D-CS rename d C-C13 pa a 63 17.79 30 <br /> C-Ci4 Ditch C72 6.84 6.84 24 NOte2 <br /> GC75 Ditch C21 0.59 Ditch C22 8.37 8.96 24 Note 2 <br /> C-C16 Ditch C18 8.25 8.25 24 Note 2 <br /> C-C1i Ditch Cl9 0.29 0.29 12 <br /> C-C18 Ditch C23 9.13 9.13 24 <br /> C-C19 Diitch C17 1.33 1.33 12 <br /> C-C20 Ditch C11 35.01 35.01 36 <br /> C-C21 Ditch C-C20 0.93 0.93 12 <br />Culverts C-01 Ditch D-2 16.41 16.41 30 <br /> C-D2 C-D1 16.41 16.41 30 <br /> GEi Ditch E-1 1.79 1.79 12 <br /> C-Gi Deleted from desi n <br /> C-G2 Ditch D-04 0.78 0.78 12 <br /> C-G3 Ditch D-03 8 D6 7.51 24 <br /> C-G4 Ditch D-5 1.97 12 <br /> C-F1 Deleted from desi n <br /> C-F2 Ditch F14 26.54 Ditch F73 7.71 34.25 42 <br /> <br /> C-H1 Ditch H1 3.14 3.14 42 <br /> <br /> C-J7 Ditch J1 8 J2 4.61 Culvert J3 2.52 7.13 24 <br /> CJ2 Ditch J4 7.74 Culvert Ji 7.13 14.87 30 <br /> CJ3 Ditch JS 0.59 Ditch J6 0.40 0.99 12 <br /> <br /> C-Ki Ditch Ki 0.46 Ditch K2 0.97 1.43 12 <br /> C-K2 Ditch K3 1.70 1.70 12 <br /> C-K3 Deleted from des i n. <br /> <br /> C11 Deleted from des i n. <br /> <br />Culverts SAE7 Deleted from des i n. <br /> SAE2 Deleted from des i n. <br />No[e 1 End sections must conform to fll slopes. <br />Note 2 An 18-inch culvert will handle 11 cfs with a HWID raGO of 2.0. IF an t8=inch culvert is to <br /> be used, assure rock headwall or road will provide 1.5' of head over top of culvert. <br />Note 3 Culverts C-619, 820,621 &SAE2 are located under old State Hi hwa 133. Maintenan ce <br /> and re air of these culverts is the responsibili of the o ra[or. <br /> <br />EXH-8 - 31 - <br />12/06 <br />