Laserfiche WebLink
<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 FLOODPLAIN VEL.2 FLOODWAY WIDTH3 VEL.4 FLOODWAY <br />IDENTIFICATION FLOOD ELEV. (MSL) <br /> SECTION (CFS) ELEV. (MSL) WIDTH (FT) (FPS) LEFT (FT) RIGHT (FT) TOTAL (FT) (FPS) ELEV. (MSU <br /> 34 68+55 2300 5882.6 5888.6 66 10.5 * <br /> 35 73+45 2300 5899.8 5906.8 48** 11.6 * <br /> 36 76+40 2300 5911.3 5920.4 68 11.1 30 23 53 11. 9 5920.1 <br /> 37 77+60 2300 5917.8 5923.8 48 11.6 * <br />State Highway #93 39 78+20 2300 5920.8 5926.1 73 10.6 . <br />(Foothills ROiid) <br /> 40 79+75 2300 5923.6 5930.4 60 11.4 * <br /> 41 84+30 2300 5942.2 5949.6 74 12.0 43 15 58 12.0 5949.8 <br /> 42 89+40 2300 5965.3 5970.3 80 10.1 24 47 71 10.2 5970.3 <br /> 43 94+05 2300 5984.8 5990.8 129 10.0 24 29 53 11.2 5990.8 <br /> 44 99+15 2300 6009.9 6014.7 162 9.6 34 81 115 9.1 6015.0 <br /> 45 102+80 2300 6026.9 6031. 9 94 9.5 62 27 89 9.5 6031. 9 <br />Upstream Study Limit 46 107+20 2300 6048.9 6054.4 77 10.0 * <br />Cressmans Gulch 27.1 0+75 710 5838.4 5842.6 34 9.0 * <br />Mouth 27.2 2+55 710 5844. 1 5848.8 30 9.9 * <br />Old Channel 27.3 5+20 (0+60) 710 5851. 9 5857.3 28 9.4 * <br />Confluence 27.4 8+90 (5+05) 130 (580) 5878.4 (5870.0) 5882.0 (5874.2) 31 (35) 3.4 (9..1) *** <br /> 27.5 13+30 (9+35) 130 (580) 5893.6 (5882.4) 5896.3 (5887.3) 10 (20) 7.8 (9.7) *** <br /> 27.6 18+40 (14+80) 370 (340) 5919.2 (5900.6) 5920.7 (5904.0) 47 (15) ~.4 (9.0) *** <br />Upstream End of Old 27.) 21+30 (17+25) 370 (340) 5929.0 (5913.5) 5932.6 (5916.7) 31 (29) .4 (7.3) *** <br />Channel 27.8 22+85 (20+15) 370 (340) 5935.8 (5928.0) 5939.0 (5030.8) 70 (45) 7.7 (6.8) *** <br /> 27.9 25+40 (22+75) 370 (340) 5943.9 (5945.0) 5947.5 (5945.7) 45 (120) 6.5 (6.8) *** <br /> 27.10 28+85 (26+30) 370 (340) 5956.4 (5961. 0) 5958.5 (5961.2) 57 (145) 6.0 (3.9) *** <br /> 27.11 33+60 150 (340) 5970.2 5972.9 30 (195) 8.4 *** <br /> 27.12 35+75 150 (340) 5983.2 5985.0 46 (130) 4.8 *** <br />State Highway #93 27.14 36+80 490 5990.2 5993.4 72 8.6 * <br />(Foothills Road) 27.15 38+95 490 5996.5 6000.1 35 8.8 * <br /> 27.151 41+75 490 6007.6 6010.9 60 8.9 * <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, Floodplain confined to existing channel. <br />** Width does not include divided flow in right overbank. <br />*** Floodway Width = Floodplain Width, Split Floodway results from State Hwy. 93 Overflow; See Sheet 4 of 20. <br />( ) Data pertains to old channel of Cressmans Gulch. <br /> <br />MULl-.ER ENGINEERING COMPANY, INC. <br />CONSULTING ENGINEERS <br />1410 VANCE Sf.. SUITE 203 <br />lAI<EWOOD, COLORAOO 80215 <br />(303) 232-9340 <br /> <br />URBAN DRAINAGE 6 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 />coot. <br /> <br />TUCKER GULCH I CRESSMANS GULCH <br /> <br />26 <br />