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Tehb 13-6 <br />Summery of Writwehed, Peratneten. Peak Flow, end <br />Dsegn Sfitleeca Iw Cuherb In Mlna Psrmlt Ana, <br />Series II-W, fleutt Coon , Cdorado <br />CuIvM Area IACI lanplh <br />IMII Relle/ IFtI CN Pesk Obcharge 10-K., 24-hr. <br />ICFSI Culrarl Length <br />IFt.I Cuhert Dlemster Iln) Ssbcted HW <br />Re red <br />HRC-At 774.0 2.13 955 76 65.2 143 72 3.1 <br />HRC~A3 41.2 0.68 225 80 12.B 80 24 2.1 <br />HRC-A5 135.2 0.79 475 76 23.7 142 36 2.5 <br />HRC-A6 39.6 0.48 230 89 27.0 160 36 2.7 <br />HRC-A7 38.4 0.48 175 89 26.2 160 36 2.6 <br />HRC~82 29.7 0.49 201 80 8.8 120 36 1.3 <br />HRC-B3 16.6 0.23 150 86 IO.I 120 30 1.6 <br />HRC-B4 7.8 0.23 210 80 2.9 200 24 O.8 <br />HRC-B5 249.7 0.91 555 86 65.9 160 48 4.1 <br />HRC-B6 189.6 0.38 270 91 86.9 160 48 5.0 <br />HRC~CI 147.1 0.85 425 86 75.1 140 48 4.5 <br />HRC-F3 Revised 127.6 1.02 7I5 9I 9fi.5 BO 48 5.6 <br />HRC-F4 100.5 0.77 430 91 78.4 100 48 4.6 <br />HRC-Gl 9510.9 2.12 630 70 174.1 120 72 5.9 <br />HRC-G2 784.1 0.85 550 78 94.8 160 60 4.4 <br />HRC-G3 746.3 1.24 810 78 96.2 300 60 4.5 <br />HRC-G5 258.4 0.41 230 86 40.4 240 36 3.6 <br />HRC-T4 26.5 0.30 130 80 9.9 BO 24 1.8 <br />HRC-T7 2.5 0.19 70 B9 1.8 110 24 0.6 <br />HRC-TB 6.0 131 40 24 <br />HRC-T9 4.7 131 20 4 <br />HRC-Y7 20.4 0.41 110 89 13.9 81 36 1.7 <br />HRC-V2 16.4 0.112 170 89 12.3 100 30 3.5 <br />HRC-v3 11.3 0.26 130 89 8.5 100 30 1.4 <br />ME-1 8205.8 5.38 1625 70 144.4 93 60 6.0 <br />ME-2 412.7 1.25 835 70 16.32 97 36 i.B <br />ME~5 6.9 1.18 305 89 3.B5 40 30 0.8 <br />ME-6 10.2 0.64 560 70 0.4 40 24 0.3 <br />ME~7 3.0 0.23 75 B9 2.2 20 24 0.7 <br />HRC-H1 121.8 (11 11) Ill 8.5 120 24 2.0 <br />HRC-H2 51.3 111 111 111 4.1 150 18 1.5 <br />HRC-H3 11.5 111 111 111 2.9 90 18 1 .5 <br />HRC-II 50.8 0.79 48 3.5 60 12 2.0 <br />HRC-J1 157.2 0.30 44 6.6 70 18 2.0 <br />HRC~JIMiscl 106.4 0.14 44 3.7 60 12 2.0 <br />HRC-K1 51.6 0.36 52 1.6 60 12 2.0 <br />HRC-K2 78.7 0.40 58 2.6 60 12 2.0 <br />Note: 111 culverts redesigned with BEDCAD+ <br />121 Minimum cover over the toD o/ culverts =minimum 2 feet <br />131 Li ht-use road culverts Itor desi n ammeters sae Attachment 13-91 <br />• • Revision 9i <br />