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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 /> FLOOD ING SOURCE IOO-YEAR FLOODPLAIN DATA FLOODWAY DATA <br /> CROSS STATION I 100yr. DISCHARGE THALWEG FLOODPLAIN VEL.2 FLOODWAY WIDTH3 VEL." FLOODWAY <br />IDENTIFICATION FLOOD ELEV. (MSL) <br /> SECTION (CFS) ELEV. (MSL) WIDTH (H) (FPS) LEFT 1FT) RIGHT (H) TOTAL (FT) (FPS) ELEV. (MSL) <br /> . <br />24th Street 203 16+95 1500 5737.3 5741. 5 385** 10.1 85. 35 120 9.7 5741.5 <br /> 203.1 19+75 1500 5743.0 5745.1 290** 6.3 40 122 162 5.6 5745.6 <br /> 204 21+30 1500 5744.5 5747.0 310** 9.1 15 150 165 5.7 5747.6 <br />Jackson Street 205 22+90 1400 5746.5 5750.3 210** 9.6 15 94 109 6.9 5750.6 <br /> 206 27+85 1100 (300) 5749.7 5754.7 190** 8.2 20 60 80 7.0 5755.0 <br /> 207 34+95 1100 (300) 5758.0 5762.2 89 7.8 * 5.6 5762.3 <br />Abandoned Interurban 208 36+25 1400 5759.7 5769.0 138 3.2 75 25 100 2.9 5769.0 <br />Railroad 210 39+90 1400 5762.8 5769.4 'J7 4.0 * <br /> 211 43+80 1400 5769.2 5771.4 135 7.4 * <br /> 212 46+30 1400 5773.7 5776.3 185** 6.7 * <br />Boys School Road 214 50+15 1400 5779.7 5783.1 477 3.5 370 33 403 2.5 5783.1 <br /> 215 51-140 850 5783.3 5785.0 260 6.4 124 20 144 6.2 5785.4 <br /> 216 55+75 850 5795.3 5797.0 275 6.7 105 55 160 5.2 5797.0 <br /> I <br />Tributary No. 1 301 1+75 620 5827.1 5830.6 125 7.4 20 11 31 8.7 5830.6 <br /> 302 3+20 620 5831. 2 5835.8 85 8.4 15 15 30 10.6 5835.8 <br />U.S. Highway No. 6 304 4+60 620 5834.4 5845.2 177 1.6 * <br /> 305 6+20 620 5843.1 5847.7 33 9.1 * <br /> 306 10+95 620 5863 . 9 5868.4 28 9.0 * <br />N. Fk. Tributary 307 13+20 620 5876.5 5880.5 45 8.8 * <br />No. 1 Confluence 308 14+20 390 5887.4 5890.3 130 1.4 4 49 53 6.1 5890.3 <br /> 309 18+85 390 5912.4 5916.3 30 8.4 * <br /> 310 24+40 390 5949.1 5953.0 30 8.1 * <br /> 311 25+15 390 5953.7 5957.4 33 8.1 * <br /> 312 28+70 390 5988 . 6 5992.4 24 8.1 * <br /> 313 30+30 390 6002.5 6007.5 27 9.1 * <br /> 314 33+30 390 6044.3 6047.4 40 7.6 * <br /> 315 39-140 390 6146.0 6150.4 21 8.5 * <br /> <br />1 Distance in feet abov~ 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 />** Does not include shallow flooding area. <br />( ) Estimated ditch flow South of Interurban Railroad. <br /> <br />MUlLER ENGINEERING COMPANY, INC. <br />CONSULTING FNGINEERS <br />1410 VANCE sr.. SUITE 203 <br />l.AI<EWOOD. COLORADO 80215 <br />(303) 232-'1.340 <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />CITY OF GOLDEN JEFFERSON COUNTY <br /> <br />FLOODPLAIN AND FLOODWAY <br />REFERENCE DATA <br /> <br />TABLE <br />~ <br />cant. <br /> <br />E. FORK KENNEYS RUN I TRIB. NO.1 <br /> <br />30 <br />