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I I I I I I I I I I I I I I I I I I I FLOOOING SOURCE FLOOO PLAIN DATA FLOODWAY DATA STATION I IOOyr OISCHARGE STREAM BED IDDyr. FLOOD IOOvr. rLOOD PLAIN FLOODWAY WIOTH2 HOODWAY I DENT I F I CAT lOti CROSS SECTION (CFS) ELEV. (MSL) ELEV (MSL) WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) HEY. (MSL) 6 ij3. 55 6ij3+55 ij 150 5197.9 520ij.9 375 160 215 375 5205.0 651.95 65 I +95 3650 520 1.0 5208.7 3ij5 95 185 280 5208.7 662.ij5 662+ij5 3650 5207 . 0 5212.0 ij55 20 195 215 5212:5 671.03 67 I +03 3650 5213.0 5217. ij 370 65 305 370 5217.9 680.ij5 680H5 3ij20 5215.0 5220.9 565 335 70 ij05 5220.7 69 I. 00 691+00 H2O 5220.5 5225.5 260 I ijO 120 260 5225.8 699.60 699+60 3200 5221.0 5228. 5 1110 210 175 385 5228.ij 703. 15 703+15 3200 522ij.5 '5229. ij 325 ij5 255 300 5229.ij 71 ij. 80 71H80 3200 5229.0 523ij.6 335 15 295 310 523ij.6 723.70 723+70 3200 5235.0 52ij 1.6 155 50 105 155 52ijl.5 733. ij8 733H8 3200 52ij 1.0 52ij6.9 285 35 165 200 52ij6.9 7ijl.90 7ij I +90 3200 52ij5.0 5251.0 HO 55 110 165 5251.3 751.70 751+70 2750 52ij9.0 5255.0 ols 360 35 ijO 75 5255.3 I RON DALE ROAD 752.38 752+38 2750 52ij9.0 5257.3 u/s 310 25 30 55 5257.5 756. 55 756+55 2750 5253.0 5258. ij 255 65 150 215 5258. 5 766.6ij 766+6ij 2750 5260.0 526 ij. 2 535 15 505 520 526 ij. 2 7n.00 77 ij+OO 2380 5265.1I 5268.9 250 95 155 250 5268.9 780.60 780 +6 0 2380 5269.0 5273.3 300 110 95 205 5273.3 786.35 786+35 2380 52n. I 5276.6 500 22; 135 360 5276.9 793.00 793+00 2380 5276.0 528 I. 0 230 I ijO 60 200 5280.8 800.38 800+38 2000 5276.0 5283.9 330 65 105 170 528 ij. I 810.00 8 I 0 +0 0 2000 5285.0 5288.5 265 3D 210 2ijO 5288.6 819.50 8 I 9 + 50 2000 529 I .0 5296.8 190 80 80 160 5296.8. 829. ij5 829H5 1600 5299.0 5303.5 I ijO 60 80 1 ijO 5303.5 839.23 839+23 1600 5311.0 5313. ij 215 60 125 185 5313. ij 8ij9.55 8 ij9 + 5 5 1200 5317.0 5321. I 195 60 55 115 5321. 3 855.95 855+95 1200 5322.0 5325.5 110 70 ijO 110 5325.5 86 ij. 00 86ij+00 1200 5327.0 533 I . 2 150 100 50 150 5331.2 873.50 873+50 1200 5335.0 5337.9 160 60 100 160 5337.9 878.50 878 + 50 800 5339.0 53ijl.2 230 95 135 230 53 ij I. 2 883.50 883+50 800 53ijl. 5 53ij3.8 125 70 55 125 5H3.8 891.00 891+00 800 53ij7.,O 5350.2 I ijO 85 55 1 ijO 5350.2 896.00 896+00 800 5351.0 5353.9 70 35 35 70 5353.9 ;;rvv.OJv 'UVTOV ~vv ,'O..U ,"cv.o ,., ou '0 ",0 5351).0 1. DISTANCE IN FEET. ABOVE MOUTH 2. FROM CENTER OF CHANNEL LOOKING UPSTREAM FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT THIRD CREEK FLOOD HAZ.ARD AREA DELINEATION ADAMS COUNTY TABLE 6 (CONT.)