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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 />A - 7 <br /> <br /> FLOODING SOURCE FLOOD PLAIN DATA FLOOOWAY DATA <br /> STATIONI 100YI DISCHARGE 1 HALWEG 3 1 OOy 1 FLOOD 3 100YI FLOOO PLilN FLOOOWAY WIOTH2 FLOOOWAY 3 <br />IOENTIFICATION CROSS SECTION rCFS) lLEV. iMSLI ELEV (MSL) WIOTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) <br />JUCHEM DITCH ~~ 106+97 3290 5~22.0 5~2~.2 115~ ~OO 110 510 5~2~. 7 <br /> ~5 107 +70 3110 5~21.0 5~25.0 1010 867 113 970 5~25.5 <br /> ~6 113+ 15 3110 5~23.2 5~28. 2 513 170 25 195 5~28. 2 <br /> ~7 118+63 3080 5~27. 3 5~32.8 520 57 31 88 5~32.9 <br />WARD ROAD ~9 119+80 3080 5~27. 5 5~36.7 785 ~3 97 I ~O 5~36.7 <br /> 50 125+77 3030 5~33. 7 5~38. 9 98 20 67 87 5~38.9 <br /> 51 132+71 3030 5~~2.2 5~50.9 390 38 170 208 5~51.0 <br /> 52 138+30 3000 5~50. 8 5~55.5 387 80 26~ 3~~ 5~55.6 <br /> 53 I ~3+ 17 3000 5~57. 0 5~61 . 5 '18~ 9~ 357 ~51 5~61. 5 <br /> 5~ I ~7 +~~ 3000 5~65. ~ 5~69. ~ ~81 17~ 307 ~81 5~69. ~ <br /> 55 I 56H7 2960 5~80. 3 5~83.0 600 15 585 600 5~8 3.0 <br /> 56 159H2 2960 5~83.8 5'186.2 9~7 17 ~09 ~26 5'186. ~ <br /> 57 165+37 2960 5~89. 7 ~ 5~92.~ 1086 715 193 908 5~92. ~ <br /> 58 169+5~ 2960 5~9~. 3 5~97. I 850 710 9 719 5~97. I <br /> 59 175+0~ 2920 5503.9 5507.3 210 100 95 195 5507.3 <br /> 60 179+88 2920 5509.0 5513. I 2~7 155 39 19~ 5513. I <br /> 61 185H2 Z920 0515.8 5520.3 360 105 236 341 5520.3 <br /> 62 192+52 2880 5525.2 5530.7 ~~7 70 26~ 33~ 5530.7 <br /> 63 198+22 2880 5536.8 55~3.7 626 217 375 612 55~3.7 <br />INDIANA STREET 65 199+00 2880 5537.3 55~~.6 815 186 527 713 55~~. 6 <br /> 66 205+25 2880 55~5.0 5551.9 ~20 ~O 252 292 5551.9 <br /> 67 211+33 28~0 5555.3 5562.2 813 170 607 777 5562.2 <br />CROKE CANAL 69 213H7 28~0 5565.0 5572.0 830 210 561 771 5572.0 <br /> 80 219+50 28L1O 5569. ~ 5576. ~ ~20 67 121 188 5576.9 <br /> 81 226+30 28~0 5578.5 5585.8 300 110 250 360 5585.8 <br />Me I NTYRE STREET 83 226+92 28~0 5581.3 5591.9 630 185 392 577 5591.9 <br /> 8~ 230+55 28~0 5587. ~ 559~.0 746 183 537 720 559~. 0 <br />FARMERS <br />HIGH LI N E CANAL 85 231+39 2800 5587.8 559~. 2 520 216 91 307 559~. 2 <br /> 86 236+50 2800 5595.5 5602.9 350 ~2 302 3~~ 5602.9 <br /> 88 236+72 2800 5595.8 5603.7 370 37 333 370 5603.7 <br /> 89 2~3+62 1770 5605.0 5613.6 373 182 185 367 5613.6 <br /> 90 250+23 1770 5616.2 5625.7 205 90 80 170 5625.8 <br /> <br />I. <br />2. <br />3. <br />~. <br /> <br />DISTANCE IN FEET ABOVE MOUTH <br />FROM CENTER OF CHANNEL LOOKING DOWNSTREAM <br />U.S.G.S. DATUM <br />FLOOD PLAIN AND FLOODWAY WIDTHS MEASURED ALONG CROSS SECTION <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBArJ DRAINAGE a FLOOD CONTROL DISTRICT <br /> <br />VAN BIBBER CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ITY OF ARVADA - JEFFERSON COUNTY <br /> <br />TABLE <br />IX <br />