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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 /> FLOODING SOURCE IOO-YEAR FLOODPLAIN DATA FLOODWAY DATA <br />IDENTIFICATION CROSS STATION I 100y,. DISCHARGE THALWEG FLOODPLAIN VEL,2 FLOODWAY WIDTH3 VEL.4 FLOODWAY <br />FLOOD ELEV. IIIISL) <br /> SECTION ICFSl ELEV. (MSL) WIDTH (FT) IFPS) LEFT 1FT) RIGHT 1FT) TOTAL 1FT IFPS) ELEV. (MSLl <br />Kenneys Run 100 1+40 4020 5648.7 5651.2** 1030 9.8 90 270 360 8.8 5651. 5 <br />12th Street 101 5+15 4020 5653.5 5655.9** 606 9.6 188 145 333 8.4 5656.1 <br />13th Street 102 10+00 4020 5658.3 5661.8 272 10.6 109 36 145 10.4 5662..0 <br />14th Street 103 13+70 4020 5668.2 5672.0 332*** 9.8 94 82 176 9.8 5672'.2 <br /> 104 15+00 4020 5671. 0 5676.7 204*** 14.3 44 86 130 12.6 5676.8 <br /> 105 17+55 4020 5676.8 5680.1 232 11.9 110 58 167 10.2 5680.3 <br /> 106 21+40 4020 5684.3 5688.7 ,173 12.7 24 87 111 11.1 5688.8 <br />Safeway Store 107 26+05 4020 5694 . 0 5699.6 223 11.1 30 105 135 10.9 5699.7 <br /> 108 31+70 4020 5706.2 5711. 0 319 13.0 82 90 172 12.0 5711.0 <br /> 109 35+05 4020 5712.5 5717.6 440 13 .6 80 168 248 11.1 5717.6 <br />20th Street <br />W. Fk. Kenneys Run 111 37+10 2010 5702 .0 5718.3 152 3.8 * <br /> 112 38+45 2010 5707.5 5718.8 48*** 7.4 * <br /> 113 42+95 2010 5718.0 5725.7 50 8.2 * <br /> 114 46+50 2010 5728.0 5734.4 52 9.4 * <br /> 115 48+70 2010 5730.0 5740.5 32*** 10.1 * <br />23rd Street 117 49+25 2010 5730.5 5742.9 304 5.4 39 130 169 :S.1 5742.9 <br /> 118 50+80 2010 5737.0 5744.6 128*** 9.5 20 40 60 9.6 5744.9 <br /> 119 52+20 2010 5738.3 5746.1 59*** 12.8 * 12.7 5746.1 <br />24th Street 121 53+35 2010 5740.5 5750.6 580 6.9 41 105 146 6.9 5750.6 <br /> 123 56+05 2010 5749.4 5757.5 535 11.2 20 230 250 10.9 5757.5 <br /> 124 58+45 2010 5753.2 5762.5 630 7.5 16 360 376 7.0 5762.5 <br /> 125 62+40 2010 5761. 7 5770.3 900 7.7 20 365 385 6.1 5770.3 <br />Welch Ditch Crossing 126 74+95 2010 5789.0 5790.8 960 4.6 250 270 520 4.2 5790.8 <br /> 128 79+95 2010 5799.5 5801.6 830 3.7 190 330 520 3.4 5801. 6 <br /> 129 84+50 2010 5808.9 5811.4 290 5.8 125 16 141 6.1 5811. 6 <br /> 130 87+80 2010 5815.5 5819.3 310 7.5 100 49 149 6.3 5819.8 <br />Private Road 132 88+:>5 2010 5816.7 5822.2 345 8.4 110 114 224 7.4 5822.3 <br />Tributary No.1 133 89+15 2010 5819.8 5823.9 320 6.5 40 135 175 7.9 5823.9 <br />Confluence 134 89+70 1370 5820.8 5824.6 270 6.0 20 113 133 4.5 5825.2 <br /> 135 94+20 1370 5832.0 5835.7 122 9.7 20 74 94 5.7 5836.4 <br /> <br />1 Distance in feet above mouth. <br />2 Mean velocity in channel. <br />3 From center of channel looking downstream. <br />4 Mean velocity in floodway. <br />* Floodway Width = Floodplain Width. <br />** 100-year flood levels along Ford Street are controlled by Clear Creek flooding; See Clear Creek FRAn. <br />*** Does not include shallow flooding area. <br /> <br />MUllER ENGINEERING COMPANY, INC. <br />CONSULTING ENGINEERS <br />1410 VANCE ST" SUITE 103 <br />lAKEWOOD. COLORADO 80215 <br />(303) 232-9340 <br /> <br />URBAN DRAINAG E a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />CITY OF GOLDEN JEFFERSON COUNTY <br /> <br />FLOODPLAIN AND FLOODWAY <br />REFERENCE OATA <br /> <br />TABLE <br />'ll <br />cont. <br /> <br />KENNEYS RUN I W. FORK KENNEYS RUN <br /> <br />28 <br />