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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 /> FlOOlJING SOURCE FLOOD PLAIN DATA FLOOOWAY DATA <br /> STATION 1 100yr DISCHARGE STRElI BED lDDy r. FLOOD 100Yr. FLOOD PLAIN FlOODIlY II DTH2 FlOODWlY <br />IDENTIFICATION CROSS SECTION (CFS) HEY. (Ull HEY. (MSl) WIDTH (FEET) LEFT (FT) RIGHT (FT) TDTAl (FT) HEV. (MSl) <br />FOOT BRIDGE 151. 50 151+50 5500 5713.0 5HI.7 uls 220 30 165 195 51'0.9 <br /> 155.50 155+50 5500 5735.0 57". . 100 65 35 100 5H~.6 <br /> 160. " 160HO 5500 5HI.0 5751.5 105 .5 60 105 5751. ~ <br /> 165.58 165+58 5500 5H8.0 5757.3 Dls 65 35 30 65 5757.3 <br />IIVERUSS DR. E. 166. ., 166+" 5500 57".0 57".9 uls 250 .5 .5 90 57n.8 <br /> 171.00 171+00 5200 5755.0 5766. I 80 35 .5 80 5766. I <br /> 175.00 175+00 5000 5761. I 5768.7 DIS 325 25 "0 165 5768,7 <br />DAM 175.55 175+55 5000 5766.0 5772.8 ulS 365 70 210 280 577 2,9 <br /> 178.'5 179 +'5 .500 5766.0 5775.3 320 70 60 130 577 5.3 <br /> 180.30 180+30 .500 5767.0 577 5.8 225 70 110 180 5775,8 <br /> 187.20 187+20 3600 577 5.0 57".0 Dls 120 30 35 65 5783.6 <br />IIVERUSS DR. 187.80 187+90 3600 5777.0 5785.9 uls 85 .5 50 95 5785.8 <br /> 196.85 I 96 +8 5 3600 5785.0 5791 .5 65 .0 25 65 579 I. 6 <br /> 20'.95 20H95 1300 5795.0 5802.5 115 35 60 95 5802. 6 <br /> 213.53 213+53 3300 5808.0 5812.5 325 100 35 155 5812,3 <br /> 220.82 220 +6 2 3300 5817.0 5821.0 315 120 80 200 5820.8 <br /> 225.80 225+90 2800 5825.8 5827.3 380 355 25 380 5827. 3 <br /> 227.05 227+05 2800 5830.0 58n.0 520 100 80 180 58 3 ~, 2 <br /> 233. 15 233+15 2900 5832.0 5835. I 205 35 125 160 5835. 5 <br /> HI.03 2" +03 2900 5837.0 58U.5 130 15 105 120 5n2.2 <br /> 250. 35 250+35 2500 5850.0 5853.6 125 90 35 125 5853.8 <br /> 258. 80 258+80 2500 5861.0 5866. . 75 30 .5 75 5866.3 <br /> 267. 16 267+16 2500 5868.0 5875.8 .5 20 25 ~5 5876. I <br /> 272. ~9 272H9 2500 5877.0 5883.9 80 30 50 80 5883.7 <br /> 279.75 279+75 2100 581'.3 5900. 2 IS 25 60 8'5 5900. I <br /> 286.20 286+20 2100 5903.0 5910. I 100 15 85 100 5910. I <br /> 293 . ~O 293HO 2100 5911.0 5820.2 70 30 .0 70 5920.2 <br /> 300.12 300+12 1700 5823.0 5929.' Dls 235 185 .0 235 5929. ~ <br />ARKER RD. WEST 30 1.28 301+28 1700 5927.0 58". 6 uls .,0 255 85 3~0 5H'.6 <br /> 306. 18 306+18 1700 5933.0 5"'.6 150 70 .0 110 5H~.6 <br /> 31'.86 31H86 1700 5U6.5 5952.2 .0 15 25 ~o 5952.2 <br /> <br />1. DISTANCE IN FEET, ABOYE MOUTH <br />2. FROM CENTER OF CHANNEL LOOKING UPSTREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN ORAINAGE a FLOOD CONTROL DISTRICT <br /> <br />COTTO NWOOD <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ARAPAHOE a DOUGLAS COUNTIES <br /> <br />TABLE 7 <br />( CONT. ) <br />