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,1 <br />~~ <br />u <br />Culvert Summa and Minimum Size Re uiraments <br /> Maximum Minimum <br /> Flaw Culvert <br /> Drains a or Culvert C ontributin Flow - CFS Inches <br />Culverts C-B7 Dilcn 81 tee 1.88 12 <br /> C$2 Ditch B7 1.88 Ditch B4 0.44 2.32 18 <br /> C-B3 Drains eArea 0.67 0.67 12 <br /> C-B4 Ditch BS 2.43 2.43 18 <br /> C-BS Deletetl tram Design <br /> C-B6 Deleted from Desi n <br /> C-B7 Ditch B9 0.24 Ditch B8 0.67 0.91 12 <br /> C-B8 Ditch B10 1.17 Ditch 811 0.74 1.91 12 <br /> C-89 Ditch B12 1.62 Ditch B36 0.16 1.78 12 <br /> C-B70 Ditch 814 0.22 0.22 12 <br /> C-B11 Ditch 815 3.56 3.56 78 <br /> C-B12 Drainage Area 1.76 Ditch B20 0.55 2.37 18 <br /> C-B73 Ditch B37 0.42 0.42 12 <br /> C-814 Ditch B16 4.44 4.44 18 <br /> C-815 Ditch B21 7.54 Ditch B24 2.63 10.17 24 Nota 2 <br /> C-Bi6 Ditch B23 10.56 10.Sfi 24 Nate2 <br /> C-B77 Ditch B-19 646 Ditch 8-26 0.30 6.76 24 <br /> C-B18 Ditch 827 8 32 1.24 Ditch 822 0.45 1.69 12 <br /> C-019 Culvert 818 1.69 Culvert B20 10.56 12.25 24 <br /> C-B20 Ditch 828 10.56 10.56 24 Nate 2 <br /> C-B21 Drains eAreaB -25 Year Event 22.63 36 <br /> C-B22 Ditch Bi5 3.56 3.56 18 <br /> C-B23 Ditch Bib 4.44 4.44 18 <br /> C-824 Ditch B13 0.04 0.04 t2 <br /> C-B25 Culvert B24 0.04 Ditch 035 004 0.08 12 <br /> C-B26 Ditch B25 042 0.42 12 <br /> <br />Culverts C-C1 Ditch Ci 1 42 1.42 12 <br /> CL2 Drains eArea 0.35 0.35 12 <br /> C-C3 Ditch C2 1.81 1.81 12 <br /> CL4 Ditch C4 6.22 6.22 18 <br /> C-C5 Culvert Cl3 17.79 Culvert C74~ 6.22 24.01 36 <br /> C-C6 Ditch D6 29.13 29.13 36 <br /> CL7 Ditch C8 2.28 2.28 18 <br /> CL8 Ditch C9 31.70 31.70 36 <br /> C-C9 Culvert CB 3170 3L70 36 <br /> C-C10 Ditch C15 0.75 0.75 12 <br /> CLit Ditch Cl2 6.84 6.84 24 NOte2 <br /> C-C12 Ditch C17 1.33 Ditch C24 6.84 8.17 24 Nota 2 <br /> CL13 Drains eAreaD LSrenametl CL73 63 17.79 30 <br /> C-C14 Ditch C72 6.84 6.84 24 Note2 <br /> C-C15 Ditch C21 0.59 Ditch C22 8.37 e.96 24 Note 2 <br /> C-Ci6 Ditch C18 8.25 8.25 24 Note2 <br /> C-C17 Ditch Ci9 0.29 0.29 72 <br /> C-C78 Ditch C23 9.13 9.73 24 <br /> C-C19 Diitch C17 1.33 1.33 12 <br /> <br />Culverts C-D1 Ditch D-2 16.47 76.41 30 <br /> C-D2 C-pi 16.41 1641 30 <br /> C-E7 Oeleted from de si n. <br /> <br /> C-G7 Drains eArea 0.42 0,42 12 <br /> C-G2 Drains eArea 0.67 0,67 12 <br /> C-G3 Bottom of Gob P ile - to Pon d D 24 <br /> C-G4 DRch G2 0.10 0,10 12 <br /> C-F7 Ditch F-1 0 70 0,70 12 <br /> C-F2 Ditch F-2 115fi 11,66 24 <br /> <br /> C-H1 Oitch H7 3581 35,81 42 <br /> <br /> C-Ji Ditch Jt 8 J2 4.61 Culvert J3 2.52 7.13 24 <br /> C-J2 Ditch J4 7.74 Culvert J1 7.13 14.87 30 <br /> C-J3 Dit<h J5 0.59 Ditch J6 0.40 0 99 12 <br /> <br /> C-K1 OItCh K1 0.46 Ditch K2 0.97 1.43 12 <br /> C-K2 Ditch K3 1 70 1.70 12 <br /> C-K3 Deleted from desi n. <br /> <br /> C-Lt Deleted from desi n. <br /> <br />Culverts SAE1 Deletetl from desi n. <br /> SAE2 Deleted from desi n. I <br />Nole 1 Entl secliore must coNonn to Ftll slopes. <br />Note 2 An 18-inch culvert will handle 11 cfs with a FiVJ/D ratio W 2.0. I( an 18-inch C ulvert is to <br /> be used, assure rock headwall or roatl will rovide 1.5' of heatl over to of cul vert. <br />Note 3 Culverts C$19, B20,B21 8 SAE2 an: IoUtetl untler old State Hi hwa 133. Maintenance <br /> antl re it of these culvens is me responsibili d the o rata. <br /> <br />TR-027 EXH-8 - 31 - 06!03 <br />/i/PROUE4 S~v~o3 <br />