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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 /> CROSS STATION I IOOy.. DISCHARGE THALWEG FLOODPLAI N VEL.2 FLOODWAY WIDTH3 VEL.4 FLOODWAY <br />IDENTIFICATION FLOOD ELEV. (MSL) <br /> SECTION (C FS) ELEV. (MSL) WIDTH (FT) (FPS) _EFT (FT) RIGHT 1FT) TOT All FT) IFPSl ELEV. (MSLl <br />Clear Creek 1 0+90 2800 5645.0 5652.6 500 8.4 30 150 180 5.4 5652.6 <br />Confluence 2 3+30 2800 5652.0 5659.0 40 12.6 * <br /> 3 4+65 2800 5655.4 5665.2 35 15.8 * <br />10th Street 5 5+70 2300 5657.2 5668.1 52 7.8 * <br /> 6 7+45 2300 5660.6 5670.8 31 14.4 * <br />9th Street 7 9+65 2800 5670.0 5679.8 30 10.8 * <br /> 9 10+20 2800 5671.9 5680.8 40 11.4 * <br /> 10 13+55 2800 5682.1 5688.8 55 11. 5 * <br />Railroad Spur to 10.2 13+85 2800 5684.1 5692.2 61 7.3 * <br />Coors Porcelain Co. 11 16+30 2800 5691.7 5699.5 35 12.4 * <br /> 12 17+20 2800 5700.2 5708.9 131 10.0 33 59 92 9.1 5709.1 <br />State Highway //58 13 18+35 2800 5701.3 5710.4 131 6.8 27 29 56 6.5 5710.9 <br /> 13 .1 18+50 2800 5701. 3 5710.2 42 8.6 * <br />7th Place 15 19+10 2800 5702.5 5710.9 38 9.5 * <br /> 16 20+20 2800 5708.2 5715.3 45 12.7 * <br /> 17 23+20 2800 5717.9 5726.5 44 12.8 * <br /> 18 27+90 2800 5735.9 5743.4 43 12.9 * <br /> 19 32+65 2800 5750.0 5758.1 45 12.7 * <br /> 20 37+35 2800 5768.9 5774.9 81 11.1 * <br /> 21 40+30 2800 5780.4 5785.8 78 10.6 * <br />1st Street 23 40+80 2800 5782.1 5788.4 89 7.7 * <br /> 24 41+90 2800 5785.1 5790.6 79 10.7 30 45 75 10.7 5790.6 <br /> 25 43+60 2800 5791.0 5797.4 88 10.5 36 43 79 10.8 5797.4 <br /> 26 49+00 2800 5809.4 5816.5 105 11.0 27 24 51 12.2 5816.5 <br />Cressmans Gulch 27 54+50 2800 5830.5 5838.3 125 11.7 32 25 57** 11. 7 5838.3 <br />Confluence <br /> 28 58+40 2300 5844.5 5850.7 63 10.6 " <br /> 29 60+40 2300 5852.8 5859.9 57*** 10.9 * <br /> 30 61+10 2300 5859.3 5863.8 290 8.9 * <br />North Ford Street 32 62+15 2300 5862.5 5869.3 150 11.2 * <br /> 33 63+45 2300 5866.2 5871. 9 60 11. 6 * <br /> <br />1 <br />2 <br />3 <br />4 <br />* <br />** <br />*** <br /> <br />Distance in feet above mouth. <br />Mean velocity in channel. <br />From center of channel looking downstream. <br />Mean velocity in floodway. <br />Floodway Width = Floodplain Width, Floodplain confined <br />Represents effective flow width. <br />Width does not include sheet flow area. <br /> <br />to existing channel. <br /> <br />MULLER ENGINEERING COMPANY, INC. <br />CoNSULTING ENGINEERS <br />1410 VANCE ST.. SUITE 20J <br />LAKEWCXJD. COLORADO In!15 <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 DATA <br /> <br />TABLE <br />Jl' <br /> <br />TUCKER GULCH <br /> <br />25 <br />