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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 I 1001' DISCHARGE STREAM BED IOOyr FLOOD IOOvr FLOOD PLAIN FLOODWAY WIDTH2 FLODDWAY <br /> IDENTIFICATIOfl CROSS SECTION ( eFn ELEV (MSLJ ELEV (MSLJ WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) <br /> ~3~.80 ~3 H80 5650 5119.0 5 25.7 1015 610 250 860 5 25.7 <br /> ~38.70 ~38+70 5650 5121.0 5 26.6 805 635 75 710 5 26.7 <br /> ~~7. 80 ~~7+80 5650 5125.0 5 3 I . 1 IH5 550 105 655 5 31.~ <br />! ~5~.09 ~5H09 5250 5127.0 . 5 33. I 875 585 150 735 5 33. ~ <br /> ~61. 65 ~6 I +65 5250 5 33.0 5 36.6 365 65 220 285 5 36.3 <br />, <br /> ~70.50 ~70+50 5250 5 35.0 5 ~ I. I 370 205 35 2~0 5 ~I. ~ <br /> ~8 0 . 28 ~80+28 5250 5 39.0 5 ~~.O 285 160 125 285 5 ~~.3 <br /> ~88. 10 ~8 8 + I 0 5250 5 ~2. 8 5 ~6.5 ~95 85 ~IO ~9 5 5 ~6. 5 <br /> ~97.25 ~97+25 ~900 5 ~5. 0 5 ~9.3 800 50 305 355 5 ~9.3 <br /> 50 I. ~O 50 I + ~O ~900 5 ~5. 0 5 52. 1 875 30 ~20 ~50 5 52. I <br /> 507.80 507+80 ~900 5 ~9. 5 5 55.00/S ~65 55 3~5 ~OO 5 55.0 <br /> E. 112th AVE. 508.6.2 508 +6 2 ~900 5 50.0 5 55.3 u/s ~65 50 3~0 390 5 55.3 <br /> 513.60 513+60 ~900 5 51.0 5 57.0 525 25 ~25 ~50 5 57.0 <br /> 521 . 35 521+35 ~900 5 51.0 5 57.8 265 75 190 265 5157.8 <br /> 526. 30 526+30 ~900 5 53.0 5 60.8 620 105 ~55 560 5160.8 <br /> 530.50 530+50 ~900 5 53.0 561.5 750 85 665 750 5161.5 <br /> 53~.65 53~+65 ~900 5 57.0 5163.0 360 280 55 335 5163.0 <br /> 539. 50 539+50 ~900 5 57.0 5165.9 ~50 130 55 185 5165.9 <br /> 5~~.65 5~H65 ~900 5 57.0 5167.6 265 155 ~O 195 5167.7 <br /> 552. ~O 552+ ~O ~500 5 59.0 5170. I ~6 5 ~5 120 165 5170. I <br /> 562.95 56 2 +95 ~500 5 61.0 5172. ~ 355 75 50 125 5172.9 <br /> 568.67 568+67 ~500 5 6~. ~ 5175. I 175 65 90 155 5175.3 <br /> 575.95 575 +9 5 ~500 5 67.0 5176. I 160 120 ~o 160 5176.7 <br /> 58 ~. 95 58 ~+9 5 ~500 5 69.5 5180. ~ 360 225 95 320 5180.2 <br /> 593. 50 593+50 ~500 5 77.3 518~. 6 630 HO 80 ~20 518~. 7 <br /> 600. ~7 600+47 ~150 5 79.0 5187.0 625 ~80 70 550 5187.0 <br /> 607. 15 607+15 ~ 150 5 80.5 5189.3 370 225 80 305 5189.8 <br /> 6 15. 10 615+10 ~150 5 81.7 5191.3 295 170 85 255 519 1.5 <br /> 621.60 621 +60 ~150 5 85.3 5192.8 215 100 ~o I ~O 5192.8 <br /> 628.36 628+36 ~150 5 89.0 5198.5 ~80 35 250 285 5198.5 <br /> 635. 20 635+ 20 ~150 5 92.0 520 I. I 275 30 220 250 520 I. 2 <br /> 6~2.85 6 ~2+8 5 ~J 50 5 97.6 520~. I 550 275 130 ~05 520~.~ <br /> <br />1 DISTANCE IN FEET. ABOVE MOUTH <br />2 FRO~ CENTER OF CHANNEL LOOKING UPSTREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br /> <br />THIRD <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ADAMS COUNTY <br /> <br />TABLE 6 <br />(CONT.) <br />