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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 />1\ <br />I <br />I <br />I <br />I <br />I <br />I <br />I! <br /> <br /> FlOOO I NG SOURCE FLOOD PLAIN DATA FLOODWAY DATA <br /> STATION I 1001' DISCHARGE STREAM BED 100yr. FLOOD 100yr ~LOOD PLAIN FLOODWAY WIDTH2 FLDODWAY <br />IDENTIFICATIOtl CROSS SECTION ( CFS) ELEV. (MSLJ ELEV. (MSL) WIDTH (FEET). LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) <br /> 19~. 85 19H85 6100 5057. 5 50 6 ~. 8 780 525 255 780 506~. 8 <br /> 207 . 65 207+65 6100 5061.5 5069.0 DtS 585 110 ~75 585 5069.0 <br />E. 120 th AVE. 208. 20 208+20 6100 5063. 5 5071.2 uts 920 155 ~75 830 5071.2 <br /> 216.90 2 I 6 +90 6100 5067. 5 50n. ~ ~8 5 1~5 220 265 50n. ~ <br /> 221.35 221+35 6000 5069.5 5077 . 6 DtS ~05 165 2~0 ~05 5078. I <br />1-76 223.5(f 223+50 6000 5089.5 5085. 3 uts 1800 250 250 500 5085. 3 <br /> 226. ~o 226+~0 6000 5071.3 5085. 3 Dts Ino 60 35 95 5085. 3 <br />8URlI NGTON 228. ~2 228+~2 6000 5073 . 5 5085. 6 uts 1525 510 1015 1525 5085. 6 <br />NORTHERN RR 238.00 238+00 6000 5079. 5 5088.7 15~5 ~95 915 I ~IO 5088.9 <br />8URlINGTON DITCH 251.20 25 I + 20 6000 5090.0 5093.~ uts 2620 1600 no 25~0 5093. ~ <br /> 260.98 260+98 6000 5091.5 5095. ~ 3050 2285 765 3050 5095. 5 <br /> 272.22 272+22 6000 5103.0 5105.0 DtS 2675 1310 1365 2675 5102. I <br />O'8RIAN CANAL 273.~5 273H5 6000 510 I. 8 5107.2 uts 2290 660 1630 2290 5107.2 <br /> 282. 58 282+ 58 5900 5103.5 5109.9 895 ~05 ~60 865 5109.9 <br /> 296.80 296+80 5900 5109.5 511 5. I 980 135 8~5 980 511 5. I <br /> 305.30 305+30 5900 5111.5 5119.0 950 215 610 825 5119.0 <br /> 313.00 313+00 58011 5113,5 5121.3 DtS 735 305 ~30 735 5121.3 <br />CHAM8ERS ROAD 313.93 313+93 5800 5113.5 5123. ~ uts 13D5 ~30 620 1050 5123.~ <br /> 319.70 319+70 5800 5115.5 512~.8 1320 750 570 1320 512~.9 <br /> 325. 15 325+15 5700 5117.5 5128.3 II 50 605 5~5 1150 5128.3 <br /> 3 3 ~. 20 3 3 ~+ 20 5700 512 I . 5 5130.9 700 ~50 130 580 5130.9 <br /> 337.70 337+70 5700 5122.0 5132.0 795 510 285 795 5132. I <br /> 337 . 80 337+80 5700 5126. I 5132.0 795 510 285 795 5132. I <br /> 339.35 339 + 3 5 5700 5128.0 5133.5 DtS 760 ~80 280 760 5133.5 <br />E. 10~ th AVE. 339.95 339+95 5700 5127.0 5135.9 uts 925 5~0 300 HO 5135.9 <br /> 3~3. 15 3~3+15 5700 5127.5 5136.2 1185 ~35 695 1130 5136.2 <br /> 3 ~6 . ~ 5 3~6H5 5700 5129.5 5136. ~ 535 ~65 50 515 5136.5 <br /> 353.75 353+75 5700 5129.5 5138. I ~65 220 230 ~50 5138. I <br /> 358.02 358 +0 2 5700 5130.0 5139.6 895 30 795 825 5139.6 <br /> 363.05 363 +0 5 5700 5131.5 51~0.9 375 215 35 250 51 ~O. 9 <br /> 367.55 367+55 5700 5131.5 51~2.9 570 90 225 315 51~3.0 <br /> <br />1 DISTANCE IN FEET. ABOVE MOUTH <br />1. FROM CENTER OF CHANNEL LOOKING UPSTREAM <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE Ii 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 />