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 100- YEAR FLOODPLAIN DATA FLOODWAY DATA <br /> CROSS STATION I 100 yr. DISCHARGE THALWEG FLOODPLAIN VEL. 2 FLOooWAY WIDTH ~ VEL. 4 FLOODWAY <br />IDENTIFICATION FLOOD ELEV. (MSL) <br /> SECTION (CFS) ELEV, (MSL) WIDTH (FtJ (FPS) LEFT (Ft) RIGHT (Ft.) TOTAL (FtJ IFPS) ELEV. IMSL) <br />~stream Study Limit 97 310+00 750 5234.5 5237.2 155 6.7 22 28 50 6.7 5237.5 <br /> 96 307-1{)) 820 5226.1 5232.5 400 0.5 * <br />Reservoir ErIDanknEnt 95 304+75 820 5230.3 5232.1 630** 2.1 * <br /> 94 303+60 820 5217.7 5219.7 130++ 6.6 30 28 58 6.7 5220.1 <br /> 93 298+05 ~ 5204.6 5206.7 125 6.8 36 22 58 7.8 5206.9 <br /> 92 293+00 HID 5194.6 5197.9 120 4.9 40 20 60 5.0 5198.3 <br /> 91 287+35 1000 5182.3 5196.5 400 0.4 66 39 105 0.8 5196.9 <br /> 90 287+20 1040 5100.3 5196.5 315 0.6 48 52 100 0.9 5196.9 <br />It> 11y Street 89 285+30 1040 5179.4 5196.4 :m 0.6 52 58 110 0.7 5196.9 <br /> 87 283+00 1040 5176.7 5100.9 70 7.0 21 19 40 7.0 5181.2 <br /> ffi 278+10 1100 5169.2 5171.9 60 8.6 18 29 47 9.0 5172.0 <br /> 85 271+50 1100 5159.2 5162.6 100 5.6 47 17 64 5.6 5163.0 <br />Confluence Trib #3 84 26&+00 1950 5154.1 5158.2 185 5.9 74 42 116 5.8 5158.5 <br /> 83.1 263+00 2030 5148.3 5154.6 170 11.7 63 39 102 6.6 5155.0 <br /> 83 259+82 2030 5146.3 5150.4 145 7.7 42 44 86 7.8 5150.6 <br /> 82 259+00 2030 5145.4 5148.8 115 8.5 50 30 00 8.7 5148.8 <br /> 81 254-+00 2210 5139.2 5143.2 160 5.9 57 47 104 5.6 5143.7 <br /> 00 253+63 2210 5136.8 5142.5 210 8.3 52 38 90 7.7 5142.7 <br /> 79 247+30 2210 5130.8 5135.1 175 7.0 99 13 112 6.5 5135.5 <br /> 78 242+70 2210 5127.7 5130.7 215 5.5 21 103 124 5.9 5131.0 <br /> 77 235+93 2410 5118.6 5122.4 155 9.5 37 48 85 8.3 5122.9 <br /> 76 229+60 2410 5110.5 5116.2 175 6.6 30 73 103 6.1 5116.6 <br />QJebec Street 75 225+20 2410 51Cl5.7 5114.7 340 4.2 45 95 140 3.4 5115.1 <br /> 73 224+05 2410 51Cl5.5 5112.0 185 7.2 34 71 105 5.7 5112.4 <br /> 7? 21 510::L 1 51 (R 5 1M 67 q2 22 114 55 5100 8 <br /> <br />1 Di stance in feet above confl uence <br />2 ~an vel oci ty in channel <br />3 Fran channel station line looking dCWlstream <br />4 ~an velocity in flood.-lay <br /> <br />*k Width includes island area(s) and/or other high ground bet\\een outer floodplain boundaries <br />* Flood.-lay width = floodplain width <br />++ Width includes spillway floodplain <br /> <br />MULLER ENGINEERING COMPANY, INC. <br /> <br />CONSULTING ENGINEERS <br />7000 WEST FOURTEENTH AVENUE <br />LAKEWOOD. COlDRADO 80215 <br />(303) 232-9340 <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />ADAMS COUNTY, COLORADO <br /> <br />FLOODPLAIN AND FLOODWAY <br />REFERENCE DATA <br />TODD CREEK MAIN STEM <br /> <br />TABLE <br />V <br /> <br />21 <br /> <br />