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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 /> flOODING SOORCE FLOOD PLAIN DATA FllXXlllAY DATA <br /> STATI ON 1 100yr DISCHARGE STREAM BED 100y r. flOOD 100-1. FLOOD PLAIN fLOOOWAY WI nTH2 FLOOOWAY <br />IDENTIFICATION CROSS SECTION (CFS) ELEV. (MSL) HEY (MSL) WIDTH (FEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEY. (MSL) <br /> 215.05 215..05 8600 5767.0 5771.6 "5 SO 105 185 5772.2 <br /> 221.00 221-100 8600 5770. 5 5777 . 3 0/3 210 SO 50 130 5777.1 <br />COURTY ROAD 221.75 221+75 8600 5771. 0 5778.0 U/S 200 110 55 1~5 5777.8 <br /> 228.36 228+36 8600 5778. 2 571'.2 80S 110 180 290 57n.~ <br /> 233.80 233+80 8600 5783.0 578..2 276 '10 110 150 5789.1 <br /> 2~2.03 2~2t03 8600 5790.0 57lNi. I 'I" 50 170 220 5796.6 <br /> 2'7. .7 2'7+97 7500 5797.0 5800.0 510 510 50 560 5800.5 <br /> 253.50 253+50 7500 5801.5 580'1.6 120 1110 80 560 580'.7 <br /> 257.90 257+90 7500 5805.0 5808.8 '155 '10 270 310 5808.9 <br /> 262.85 262+85 7500 5809.0 5813.0 Dls 330 150 130 280 5813.2 <br />DAYIDSOR ROAD 263.55 263+55 7500 5811.0 58 ".5 U/S '10 255 1'10 395 581~.5 <br /> 268. 30 268+30 7500 58 ". 5 5818.8 220 1'15 75 220 5818.8 <br /> 275.82 275+8 2 6700 5821. 0 5825. 'I 365 165 85 250 5825. ~ <br /> 282.50 282+50 6700 5826.0 5830.7 330 80 185 265 5830.6 <br /> 290. 20 290+20 6700 5832.0 5837,5 270 35 225 260 5837.5 <br /> 298.10 298+10 5900 5837.0 58".0 210 125 '5 170 58~2. 9 <br /> 302.75 302+75 5900 58'10.0 58'17.1 125 225 30 260 58116.8 <br /> 306.15 306+ 15 5900 58'16.5 5851.1 1195 280 75 355 5851.8 <br /> 31 ~.82 31 '+82 5900 5853.0 5858.7 2053 110 110 150 5859.6 <br /> 322.95 322+95 5900 5861.0 5866.7 2603 60 120 180 5867.1 <br /> 331.95 331 +95 5000 5867.0 58n.8 395 115 120 235 58H.6 <br /> 31j().32 31j()+32 5000 5875.0 5862.6 m 90 210 300 5882.5 <br /> 3~3.80 "3+80 5000 5878.0 5886. , '120 90 80 170 5886.0 <br /> 351.95 351 +9 5 '1300 5887.0 5892.0 250 160 Ij() 200 5892.6 <br /> 359.90 359+90 '1300 5896.0 5899.0 290 100 155 255 5898.6 <br /> 368.20 368+20 '300 590'.0 S908.0 685 505 55 560 5908.0 <br /> 375.20 375+20 3600 5811.0 5813.3 700 510 105 615 5913.3 <br /> 383.50 383+50 3600 5920.2 5822.9 185 100 85 185 5922.6 <br /> 392.08 392..08 3600 5929.0 5932.3 185 110 75 185 5932.6 <br /> 398.95 398+9 5 3600 5839.0 59'3.2 260 50 200 250 59~3. I <br /> 1j()7.30 1107+30 3300 58'7.0 5851.0 2110 70 85 155 5951.2 <br /> '12.00 'I2tOO 3300 5953.0 5958.0 3'10 115 50 165 5955.9 <br /> '117.09 '17+09 3300 5859.0 5963.2 165 30 95 125 5963.3 <br /> <br />1. DISTANCE IN FEET. ABOVE MOUTH <br />2. FROM CENTER OF CHANNEL lOO~ING UPSTREAM <br />3. DOES NOT INCLUDE AREA RF SNALLOR FL" <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN ORAINAGE a FLOOD CONTROL DISTRICT <br /> <br />PINEY <br /> <br />CREEK <br /> <br />FLOOD HAZARD AREA DELINEATION <br />ARAPAHOE a DOUGLAS COUNTIES <br /> <br />TABLE 6 <br />(CaNT,) <br />