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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 /> FLOOO I NG SOURCE FLOOO PLAIN DATA FLOOOWAY OATA <br /> STATION I 100yr DISCHARGE STREAM BEO 100y r. FLOOD 100vr. ~LOOO PLAIN FLOODWAY WIOTH2 HOOOWAY <br />I OENT I F I CAT I Otl CROSS SECT I ON (CFS) ELEY. (MSL) ELEV. (MSL) WIOTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) HEY. (MSL) <br />S. ~th 2~5.90 2~5+90 6250 50 ~ 2.0 5050.~ u/s 1150 275 580 855 5050. 3 <br /> 257.80 257+80 6250 50 ~7 . 0 5050.8 1265 980 15 995 5050.8 <br /> 266. 50 266+50 6250 50 ~9 . 0 5052. 6 910 885 30 910 5052.6 <br /> 275.90 275+90 6250 50 5 ~. 0 5058. I 860 695 165 860 5058. I <br /> 285. 35 285+35 6250 5060.0 5062.9 1230 1190 ~O 1230 5062.9 <br /> 293.00 293+00 6250 506 I. 0 5067 . 2 1720 1000 15 1015 5067.3 <br /> 302.80 302+80 6000 5063.0 5069.9 1580 620 ~20 10~0 5070.0 <br /> 303. 65 303+65 6000 5065.0 5070.7 1365 520 ~25 n5 5070.7 <br /> 30 ~. 20 30 ~+20 6000 5065.0 5070.9 Dls 1660 ~70 215 685 5070.9 <br />1-76 305.90 305+90 6000 506.5.0 50n,5 u/s 2200 HO 175 515 50n. ~ <br /> 307.10 307+10 6000 5065.0 507 ~. 5 Dls 2~30 65 100 160 50n. ~ <br />B. N. R. R. 307.70 307+70 6000 5066 . 0 5079.2 u/s 2690 80 110 190 5079.2 <br /> 308.00 308+00 6000 5065. 0 5079.2 3035 10~5 6~5 1690 5079.3 <br /> 308.60 308+60 6000 5067 . 0 5079.3 3035 10~5 6~5 1690 5079.~ <br /> 317. ~5 317H5 6000 5071.0 5079.3 1395 1180 170 1350 5079.~ <br /> 326.70 326+70 6000 5073.0 5079.~ 1395 915 ~80 1395 5079. 5 <br /> 339.55 339+55 6000 5077. 5 508 I .9 Dls 2570 950 1620 2570 508 I. 9 <br />BURLINGTON DITC~ 3 ~O. 50 3 ~O + 50 6000 50B~.0 5086. 2 u/s 2~25 965 I ~60 2~25 5086. 2 <br /> 3~6.79 3~6+79 6000 5083 . 0 5087 . 8 Dls 1750 895 ~~O 1335 5087 . 8 <br />BUCKLEY ROAD 3~7.85 3~7+B5 6000 5083.0 5089.3 u/s 1790 720 525 12~5 5089.2 <br /> 357.05 357+05 6000 5087.0 509 I .6 1355 I ~O 595 735 5091.8 <br /> 362. t 5 362+15 6000 5089.0 5093.9 1770 650 7~5 1395 509 ~. 2 <br /> 370.25 370+25 6000 5095 . 5 5101.0 Dls 1750 1720 30 1750 5101.0 <br />O'BRIAN CANAL 372.05 372 +0 5 5890 5097. 5 5102.6 u/s 1800 1770 30 1800 5102.6 <br /> 380. 35 380+35 5890 5099.0 5102.7 1~55 1265 150 1~15 5102.7 <br /> 38 B . 05 3 B 8 +05 5890 5103.0 5107.5 Dls 910 825 85 910 5107.5 <br />E. 120th AVE. 388.65 388+65 5B90 5103.0 511 I . ~ u/s 1570 790 60 850 5111.~ <br /> 397.30 397+30 5890 5107.0 5111.6 1165 505 120 625 5111.7 <br /> ~07 . 00 ~07+00 5650 5109.0 511~.7 I 5~0 525 65 590 511~.B <br /> ~ 15.75 ~ 15+75 5650 5111. 0 5117.0 1520 755 3~0 1095 5117.2 <br /> ~25.60 ~25+60 5650 51 15.0 5120. ~ Dls 920 500 70 570 5120.5 <br />TOWER ROAD I ~26. 50 ~26+50 5650 5117.0 5125.6 u/s I ~ 15 825 65 890 5125.6 <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 />THIRD <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ADAMS COUNTY <br /> <br />TABLE 6 <br />(CONT.) <br />