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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 FLOOD PLAIN DATA FLoooWAY DATA <br /> STATION 1 100YI DISCHARGE STREAM BED 100YI. FLOOD 100'1. FLOOD PLAIN FLOODWAY WIDTH2 FLOODWAY <br />IDENTIFICATION CROSS SECTION (CFS) ELEV. (MSl) ELEV (MSL) WIDTH (FEET) LEFT (FTl RIGHT (FT) TOTAL (FT) ELEV (MSL) <br /> 563.28 563+28 ~300 5229.5 5235. I 275 ~O 235 275 5235. I <br /> 572.55 572+55 ~IOO 5231. 5 52~0. I 320 60 220 280 52~0.0 <br /> 580.25 580+25 ~IOO 5237.5 52~3.~ 620 60 5~5 605 52~3. ~ <br /> 588. ~5 588H5 ~IOO 52~2.0 5 2 ~8. 0 ~6 5 335 130 ~6 5 5 2 ~8 . 0 <br /> 597.05 597+05 3850 5 2 ~6. 5 5252.2 375 215 160 375 5252.2 <br /> 607.58 607+58 3850 5251.0 5257.6 ~7 5 135 3~0 ~7 5 5257.6 <br /> 613.55 613+55 3850 5255.5 5261.6 580 ~55 115 570 5261.6 <br /> . 305 3~5 5265. 9 <br /> 619.95 6 19 +9 5 3650 526 I. 0 5265.9 3~5 ~o <br /> 625. 20 625+20 3650 526 ~. 0 5269.2 ~50 1~5 275 ~20 5269. ~ <br /> 628 . ~O 6 28 HO 3650 526~. 5 5269.7 200 ~5 155 200 5269.7 <br /> 631.78 631 +78 3650 5267.0 5272.0 ~6 5 155 235 390 5272.0 <br /> 639. 10 639 + I 0 3650 5269.0 52H.8 325 175 150 325 52H.8 <br /> 6 ~7 . 8 5 6 ~ 7 +8 5 3650 5275.0 5280.2 590 1~5 ~IO 555 5280.2 <br /> 659.90 659 +90 3~00 5280.0 5287.0 285 160 125 285 5287.0 <br /> 667.05 667+05 3~00 5285. 5 529 I. 6 ~70 205 2~0 ~~5 529 I .6 <br /> 675.~5 675H5 HOO 5290.5 5296. I ~20 150 270 ~20 5296. I <br /> 6 8 ~. 20 68 H2O 3~00 5290.5 5299.2 375 ~O 125 165 5299.3 <br /> 696.65 696+65 3000 5299.5 530~.0 305 30 185 215 5 30 ~. 0 <br /> 70~.55 70~+55 3000 530 I. 5 5310.~ ~15 125 195 320 5310. ~ <br /> 717.55 717+55 3000 5313.0 5318.2 395 ~O 290 330 5318.2 <br /> 726. 35 726+35 2550 5318.0 53H.5 350 160 105 265 532~. 5 <br /> 733.90 733+90 2550 5325. 5 5330.0 375 ~5 330 375 5330.0 <br /> 739.65 739 +6 5 2550 5329.5 53H.9 330 50 75 125 5335.2 <br /> 7~7.60. 7~7+60 2550 5337.5 53 ~ I. I 2~5 90 155 2~5 53~ I. ~ <br /> 756.83 756 +83 2150 53~~.0 53 ~7. 7 225 170 55 225 53~7.~ <br /> 766.50 766+50 2150 5350.0 535~.0 185 I 15 70 185 535~.2 <br /> 771.73 771+73 2150 5355.5 5358.50/S 265 90 135 225 5358 . ~ <br />E. 6~ th AVE. 772.23 772+23 2150 5351.0 5358.9 u/s 280 65 125 190 5358.9 <br /> 781.30 781+30 2150 5361.0 5363.9 250 110 1 ~o 250 5363.9 <br /> 787.80 787+80 2150 5366.0 5370.2 5~5 180 130 310 5370.2 <br /> 793.85 793 +85 1600 537 1.0 537~.9 ~65 25 ~~O ~6 5 53H.9 <br /> 800.60 800 +60 1600 5380.0 5382.6 275 220 35 255 5382.6 <br /> 807.28 807+28 1600 5387.0 5390. I ~50 35 235 270 5390. I <br /> <br />1 01STANCE IN FEET. ABOVE MOUTH <br />1 FROM CENTER OF CNANNEl lOOKING UPSTREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE 8 FLOOD CONTROL DISTRICT <br /> <br />SECOND <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ADAMS COUNTY <br /> <br />TABLE 5 <br />(CONT.) <br />