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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> LOCATION 100 YEAR FLOOD PLAIN FLOODWAY WIDTH I.l <br />CROSS SECTION STATION THALWEG 100 YEAR ELEVATION WIDTH LEFT OF RIGHT OF TOTAL FLOODWAY <br /> ELEVATION 01 SCHARGE THALWEG 2.1 THALWEG ELEVATION <br /> (FT, ) (eFs) (FT. ) (FT, ) (FT, ) (FT,) (FT, ) (FT,) <br />1 0+55 5324.0 2498 5334.6 168 58 15 73 5335.0 <br />2 6+88 5335.8 2486 5~43.4 114 41 58 99 5343,5 <br />3 10+46 5341.5 2480 5350.6 41 <br />4 13+18 5344.5 2477 5359,8 542 <br />5 15+60 5349.8 2466 5360.7 84 <br />6 20+85 5359.4 2456 5364.8 160 <br />7 26+25 5364.3 2443 5369,4 118 <br />8 29+16 5365,8 2436 5383.8 185 65 101 166 5383.9 <br />9 34+40 5369.4 2421 5383.9 161 88 55 143 5384.0 <br />10 39+68 5372.5 2403 5384.0 107 <br />1 1 43+53 5376.9 2393 5384.7 110 <br />12 51+23 5387.4 2362 5394.9 96 <br />13 56+37 5392.9 2~35 5399.4 77 <br />14 62+70 5397.6 2232 5407.2 66 <br />15 64+18 5403.3 2228 5421.3 310 114 141 255 5421.4 <br />16 66+75 5407.2 2217 542~.1 128 85 118 203 5423.2 <br />17 72+94 5416.7 2189 5423.2 95 <br />18 78+30 5419.6 2164 5424.6 198 26 31 57 5424.6 <br />.19 82+95 5423.3 2141 5429.6 62 <br />20 85+60 5427.5 2130 5435.1 153 <br />21 90+96 5434.5 2099 5442.1 46 <br />22 94+32 5440.6 2084 5446.6 143 <br />23 99+04 5442.1 2054 5448.3 118 <br />24 105+12 5449.6 2019 5454.1 81 <br />25 108+82 5452.4 1996 5460.2 58 <br />26 109+55 5459.2 1991 5464.7 105 40 23 63 5464.9 <br />27 110+85 5460.6 1981 5470.7 144 73 28 101 5470.8 <br />28 115+62 5465.8 1946 5472.0 116 15 59 74 5472.3 <br /> . <br />29 122+40 5474.9 1892 5480.5 146 <br />30 126+93 5478.2 1849 5484.5 52 <br />31 132+65 5483.9 1774 5493.6 62 <br />32 136+62 5493.1 918 5497.7 60 <br />33 140+02 5499.5 710 5503.8 59 <br />34 144+70 5507.7 1412 5537,4 270 64 173 237 5537.5 <br />35 l'53+42 5592. 6 1351 5537.5 50 <br />1) WHEN ,LOODWAY WIDTH AND ELEVATIDNS ARE NOT TABULATED THE FLOODWAY AND FLOOD PLAIN <br /> ARE IDENTICAL. <br />2) LEFT AND RIGHT OF THALWEG LOOKING UPSTREAM. <br />3) DATUM IS MEAN SEA LEVEL. <br />K'K.B.N.A Consulting Engineers URBAN DRAINAGE AND FLOOD CONTROL DISTRICT FLOOD HAZARD DELINEATION FLOOD HAZARD INFORMATION TABLE <br />Denver I Colorado ARAPAHOE COUNTY CITY OF LITTLETON I.EE GULCH LITTLE CREEK LEE GULCH :II,A, <br />