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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 /> FLOOD I NG SOURCE FLOOD PLAIN DATA FLOOOWAY DATA <br /> STATION! 100YI OISCHI.ReE STREAM BED 100YI FLOOD 1 OfLtl. FLOOD ?LA I N FLOOOWAY WIOTH2 FLOOOWAY <br />10ENTIFICATIOII CROSS SECTION (fm ELEV (MSL) ELEV (~SL) WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ElEV. (MSL) <br /> 68 259+65 6900 5387.6 539~. ~ 998 ~65 ~2 ~23 539~. ~ <br /> 69 26 ~H5 6900 5391.0 5398.0 1050 790 30 820 5398.2 <br /> 70 268+50 6900 5391. 8 5399. 5 1060 915 35 950 5399.9 <br /> 71 272+82 6900 539~. ~ 5~02. 7 I ~8 5 260 50 810 51102.7 <br />SO. ESTES ST. 72 27H20 6900 5395. 2 5~03. 8 1377 100 60 160 5~03. 8 <br /> 7~ 275+55 6900 5396. I 5~0~. 8 1290 ~O 160 200 511O~. 9 <br /> 75 276+~5 6900 5396. 5 51107.3 1328 ~O 159 199 51107.3 <br /> 76 281 +70 6900 5398. I 5~08. 5 767 125 121 2~6 51108.5 <br /> 77 286+90 6900 5398. 5 51109.0 ~28 151 85 236 51109. I <br /> 78 291 + 17 6900 51103.7 51109.6 ~90 251 120 372 51109.8 <br /> 79 296+70 6900 51109.0 5~1~.2 ~61 272 50 322 5~ I~. 6 <br /> 80 30lH3 6900 5~13.0 5~ 18.2 ~32 230 15 255 5~18. 2 <br /> 81 306+38 6900 5~17. 5 5~22.6 ~IO 225 75 300 5~23. I <br /> 82 311+70 6900 5~22. 3 5~27. ~ 59 s~' 270 92 362 5~27. 6 <br /> 83 316+10 C 6900 5~25. 0 5~32. 5 715 120 110 160 5~32.7 <br />SO. KIPLING ST. 8~ 317+30 /~. 6900 5~25.3 5~33. 3 92 ~8 ~~ 92 + <br /> 86 317+76 60 ~li) 5~25. 9 5~35. 8 81 31 50 81 + <br /> 87 318+85 6650 5~25.9 5~37. 2 937 190 130 320 5~37. 2 <br /> 88 322< 55 6650 5~28. ~ 5~37. 3 680 70 130 200 5 ~37 . ~ <br /> 89 326+88 6650 5~32.7 5~39. 6 250 71 12~ 195 5~39. 6 <br /> 90 331+70 6650 5~3~.9 5~~3. I 177 82 95 177 + <br /> 91 337 +60 3600 5~38.2 5~~6. 6 253 16 150 166 5~~6. 7 <br /> 92 3"2+110 3600 5~~1. 8 5~~7. 8 258' 170 19 189 5~48. I <br /> 93 3~6+00 3600 5~~~.8 5~~9. 9 380 ~8 200 248 5~50. 3 <br /> 9~ 351+65 2800 5~50. 5 5~55. I 377 105 57 162 5~55. I <br /> 95 355+70 2800 5~53.9 5~58. 2 119 76 ~3 119 + <br /> 96 360+ 10 2800 5 ~56. 5 5% 1.6 262 ~2 172 21~ 5~6 1.6 <br /> 97 36~+12 2800 5~59. 3 5~6 3.8 162' 131 31 162 + <br /> <br />I DISTANCE IN FEET. ABOVE MOUTH <br />2 FROM CENTER OF CHANNEL LOOKING DOWNSTREAM <br /> <br />+ CONFINED TO CHANNEL <br /> <br />, DOES NOT INCLUDE 8ACKWATER AREA <br /> <br />" SHEET FLOW AREA NOT INCLUDED <br /> <br />++ AREA LEFT OF CENTERLINE FROM 80 FEET TO ~~O FEET, NOT INCLUDED IN FLOODWAY <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE !i FLOOD CONTROL DISTRICT <br /> <br />FLOOD HAZARD AREA DELINEATION <br /> <br />TABLE II <br />CON'T <br /> <br />BEAR CREEK <br />