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<br />I <br /> <br /> FLOODING SOURCE FLOOD PLAIN DATA FLDDDWAY DATA <br /> STATION 1 IOOyr DISCHARGE THALWEG 3 IOOyr FLOO03 100YI FLOOD PLAIN. FLOOOWAY WIOTH2 FLOODWAY 3 <br />IDENTIFICATION CROSS SECTION (CFS) ELEY. (MSL) ELEY. (MSL) WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) HEY. (MSL) <br />CHERRY CREEK I 2+00 5310 212.7 221. ~ 2330 ~50 60 510 221. ~ <br /> 2 10+62 5310 220.5 228. ~ 1550 360 170 530 228. ~ <br /> 3 15H~ 5310 225.8 233.6 D/S 720 ~O, 160, 2204 I ~O 2'10 233.6 <br />MEXICO AYENUE ~ 16+63 5310 226.2 '237.~ U/S 700 ~5, 170, 2204 60 155 237.8 <br /> 5 22+90 5255 232.3 2~2. 2 D/S 260 30, 85, 1604 20 125 2~2.2 <br />MONACO PARKWAY 6 25+30 5255 2H.1 2~3.8 U/S '105 180 1'10 '320 2~3.6 <br /> 7 27+23 5255 236.0 2~~.8 610 60 350 ~IO 2~~. 8 <br /> 8 30+35 5235 237.9 2~5(6 D/S 360 30 220 250 2~5. 6 <br />JEWELL AVENUE 9 31+60 5235 238.0 2~7.1 U/S 510 70 230 300 2~7. I <br /> 10 36+13 5235 2'10. ~ 2~9.0 2~0 ~O 190 230 2~9.0 <br />EVANS AVENUE I! ~1+75 5185 2~2. 8 255.~ '100 70 150 2'10 255.~ <br />ILIFF AVENUE 12 59+ 15 5090 255.3 263.5 665 390 80 '170 263.5 <br /> 13 66+00 5090 257.3 256.6 335 30, 1'10, 2004 70 150 256..6 <br /> I~ 7~+65 5020 262.8 271.8 315 30, 1'10, 2104 60 160 272.2 <br /> 15 88+00 '1970 271.2 279.3 D/S ~25 50,260, 3304 50 170 279.3 <br />YALE AYENUE 16 89+65 ~970 272.5 285.6 U/S 10~0 3~0 9r ~30 285.8 <br /> 17 I 0~+30 '1930 281.0 291.0 ~90 ~5 250 295 291.0 <br /> 18 115+35 ~7'1O 287.0 297.2 D/S 338 130 7v 200 297. ~ <br />HI GHLI NE CANAL 19 117t71 ~7'1O 291.0 30~. 8 D/S 790 2'10 260 500 30~.8 <br />DARTMOUTH 20. I 118+72 ~7'1O 293.0 305.7 U/S 665 270 280 550 305.7 <br /> 21 119+80 47'10 298.0 305.7 590 230 260 ~90 305.7 <br />CONFLUENCE WITH 22. I I 26+36 '1610 300.3 305.9 285 30 21J.O 270 305.9 <br />SOUTHMOOR TR I B. 22.2 132+87 ~160 30~. 5 310.6 350 ~O 30 70 310.6 <br /> 23. I 137H3 ~160 306.5 316. I 80 ~5 30 75 316. I <br /> 2~. I I ~3+08 ~160 309.0 320.2 85 ~5 '10 85 320.2 <br /> 25. I I ~5+28 39'10 313.0 321.2 D/S 200 30 50 80 321.2 <br />HAMPDEN AVENUE 26. I 1'I6+~9 39'10 31 ~.O 32~.6 U/S 370 60 '10 100 32~.6 <br /> 26.2 I 50+80 39'10 315.8 32~. 6 120 20 90 110 32~.7 <br /> 27 I 5~+~5 3830 319.0 327.3 130 80 50 130 327.3 <br /> 28 1 59+90 3830 322.3 330. I 180 60 60 120 330.2 <br /> 29 163+20 3830 325. ~ 332. I D/S 110 60 50 110 332. I <br /> <br />1. DISTANCE IN FEET ABOVE MOUTH. <br />2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM <br />3. DENVER DATUM (USGS.DE~VER+51T2.4) <br />4. AREA BETWEEN FIRST AND SECOND DISTANCI IS <br />EXCLUDED FROM FLOODWAY. <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE 8 FLOOD CONTROL DISTRICT <br /> <br />GOLDSMITH <br /> <br />GULCH <br /> <br />FLOOD HAZARD AREA DELINEATION <br />CITY OF DENVER ARAPAHOE COUNTY <br />CITY OF GREENWOOD VILLAGE <br /> <br />TABLE 5 <br />