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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 I NG SOURCE FLOOD PLAIN DATA FLDOOWAY DATA <br /> . 100y r 0 I SCHARGE STREAM BED IDDyr. FLOOD 100Yr. FLOOD PLAIN HOD own WIDTH2 FLDDDWAY <br />I DENTIF I CAlI ON CROSS SECTION STATION 1 ( CFS) HEY. (MSL) ELEY. (Mm WIDTH (FEET) LEFT (fT) RIGHT (fT) TOTAl (FT) ELEY. (MSL) <br /> 0.93 0+93 8750 5593.0 5805. 3 795 195 120 315 5605.2 <br /> 8.00 8+00 8750 5599.0 5609.11 580 110 250 290 5609.8 <br /> 13.50 13+50 8750 5603.0 5613.2 lleo 265 80 3115 5613. I <br /> 18.93 18+95 8750 5609.0 5613.3 olS 300 1110 115 255 5616.5 <br />PEORIA ST. 19.95 19+95 8750 5611.0 5616.7 uls 355 185 120 305 5616.5 <br /> '0.00 26 +97 8200 5611.0 5622.2 1115 50 70 120 5622.11 <br /> 33.10 33+10 8200 5615.0 5626. I 1110 100 110 1110 5626. 2 <br /> 111.25 111+25 8200 5625,0 5631.6 160 115 115 160 5631.6 <br /> 118.711 118+711 8200 5633. 0 56110.0 355 290 25 315 56110.0 <br /> 53.38 53+38 7600 5636.0 5n5.5 395 165 205 370 56115.2 <br /> 62.95 62 +95 7600 56113.0 56511.8 11'10 55 355 1110 56511.8 <br /> 70.08 70 +08 7600 5651.0 566 I. 3 310 95 110 205 5661.0 <br /> 711.110 711 +110 7000 5652. 5 56611.5 olS 1150 175 70 2115 56611.9 <br />ARAPAHOE ROAD 75.10 75+10 7000 5653.0 5668.0 uls 5110 220 125 3115 5668.0 <br /> 81. 10 81 +10 7000 566 I. 0 5670.2 270 30 95 125 5669.9 <br /> 811. 15 811+15 7000 56611.5 5675.0 250 35 185 220 5675.2 <br /> 91.63 91+63 7000 5671.0 5682.7 300 160 70 230 5682.6 <br /> 99.911 99+911 6600 5679.0 5692.2 365 325 35 360 5692. I <br /> 09.50 09+50 6600 5692.0 5703.2 380 150 210 360 5703. I <br /> 17.02 17+02 6600 5699.0 5708.8 515 210 270 1180 5708.8 <br /> 211.20 211+20 6100 5705.0 5716.2 390 260 125 385 5716.2 <br /> 31.90 31+90 6100 5713.0 5723.0 o/S 225 80 85 165 <br /> 5722.9 <br />LANES ROAD 32.50 32+50 6100 5717.0 5725. I uls 180 85 60 1115 <br /> 5725.0 <br /> 36.00 36+00 6100 5719.0 5727.7 115 50 65 115 <br /> 5727.7 <br /> 37.00 37+00 6100 5720.0 5733.9 330 50 90 1110 <br /> 5733.8 <br /> 110.72 110+72 6100 5723.0 5733.9 275 85 <br /> 50 135 5733.9 <br /> 115.16 115+16 6100 57211.2 57n.9 o/s 1125 90 <br />DAM 115.117 115+117 6100 155 2115 57311.9 <br /> 57311.0 5739. I uls 1155 95 <br /> 160 255 5739. I <br /> 115.50 115+50 6100 57311.0 57110. I o/s 1155 95 <br />OOT 8RIDGE 115.87 115+87 6100 160 255 57110.0 <br />5733.0 57110.5 u/s 565 <br /> 51.05 51+05 5500 190 170 360 57110.3 <br /> 5733.0 57111 . 3 Dls 335 <br /> 55 170 225 57111. II <br /> <br />1. DISTANCE IN FEET, ABOVE MOUTH <br />2. FROM CENTER OF CHANNEL LOOKING UPSTREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br /> <br />COTTONWOOD <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ARAPAHOE a DOUGLAS COUNTIES <br /> <br />TABLE 7 <br />