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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 /> r-.-.-----------.----.------- <br /> FLOOOING SOURCE FLOOO PLAIN OATA FLOOOWAY OATA <br /> 1--- ---- FLOODWAY WIOTH2 <br /> STATIONI 100YI DISCHARGE 1 HALWEG 3 I OOy I FLOOD 3 100YI FLOOD PLAIN FLOOOWAY 3 <br />IDENTIFICATION CROSS SECTION rCFS) tLEV. \MSLI ELEV. (MSL) WIDTH (FEET) LEFT ,FT) RIGHT UT) TO TAL (FT) ELEV. (MSL) <br /> --.-.-. f--- ----- f-- - <br /> 91 258+80 1770 5634. I 5640.8 110 I 18 32 50 56'10.8 <br /> 92 262+65 1770 5640.2 5647.9 80 64 16 80 5648.0 <br /> 93 265+80 1770 5645.6 5654.2 1'10 25 30 55 5654.4 <br />CHURCH DITCH 95 266+ II 1770 5645.9 5657.0 206 121 30 151 5657.0 <br /> 96 269+80 Ino 5651.0 5658.8 320 185 16 201 5658.8 <br /> 97 276+33 1770 5667. 4 5673. I 428 30 228 258 5673. I <br /> 98 283+ 15 1770 5682.9 5687.3 800 12 488 500 5687.8 <br />EASLEY ROAD 100 283+64 1770 5683.5 5687.5 965 20 344 364 5688.0 <br /> 101 285+95 17'10 5687.0 5693.3 910 20 852 872 5693.8 <br /> 102 289+56 1740 5693.4 5700.8 545 18 527 545 5700.8 <br /> 103 293+65 1740 5706.0 5708. 9 287 220 67 287 5708.9 <br />WEST 60TH AVE. 105 294+42 1740 5705.2 5711.7 360 135 132 267 5711.7 <br /> 106 301+64 1740 5719.0 5722. I 256 93 152 245 5722.2 <br /> 107 308+54 1710 5725.7 5733.7 375 123 252 375 5733.7 <br /> 108 313+22 1710 57'10.0 5742.2 517 25 248 273 5742.4 <br /> 109 318+97 1690 5746. 4 5750. 4 843 10 620 630 5752.4 <br /> 110 328+56 1690 5765.8 5768.0 1010 20 636 656 5768.5 <br />BOULOER CANAL III 329+15 1690 5765.0 5768. I 775 20 477 497 5768.6 <br /> 112 335+56 1690 577 5.3 5783.9 396 110 286 396 5783.9 <br /> 113 340+56 1690 5785.0 5791.6 45 25 20 45 5791. 6 <br /> 114 341+76 1690 5788.0 5793.0 45 28 17 45 5793.0 <br />CRESTONE STREE 116 342+56 1690 5790. 5 5798.0 250 26 44 70 5798.0 <br /> 117 347+50 1690 5796. I 5799.5 179 80 99 179 5799.5 <br /> 118 351+44 1690 5800. 4 5807.6 110 62 48 110 5807. 6 <br /> 119 353+02 1690 5803.0 5810.6 66 30 19 49 5810.6 <br />N. DUN RAVEN ST. 121 354+12 1690 5810.5 5817.7 140 23 67 90 5817.7 <br /> 122 361 +56 1650 5828. I 5829.7 603 550 II 561 5829.7 <br /> 123 368+60 1650 5841.7 5846.3 976 102 232 334 5846.3 <br /> 125 373+36 1630 5854. I 5857.2 805 375 304 679 5857.2 <br /> 126 378+57 1630 5867.7 5873.9 570 70 253 323 5874.2 <br />FOOTHILLS ROAD 128 379+12 1630 5868.8 5877 . 5 693 86 164 250 5877 . 8 <br /> <br />I. DISTANCE IN FEET ABOVE MOUTH <br />2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM <br />3. U.S.G.S. DATUM <br /> <br />4. FLOOD PLAIN AND FLOODWAY WIDTHS MEASURED ALONG CROSS SECTION <br /> <br />URBAN DRAINAGE 8. FLOOD CONTROL DISTRICT <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />FLOOD HAZARD AREA DELINEATION <br />CITY OF ARVADA - JEFFERSON COUNTY <br /> <br />VAN BIBBER CREEK <br /> <br />A - 8 <br /> <br />. <br /> <br />TA BLE <br />IX <br />