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<br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> \lATER SURFACE ELEVATION <br /> SECTION MEAN WITH I WITHOUT FJ ,E <br />CROSS SECTION DISTANCE1 WIDTH AREA VELOCITY FLOODWAY FLOODWAY IFFERENC <br /> (FEET) (S~:~ {FEET PER (FEET NGVD) <br /> SECOND) <br />RATON CREEK 2102 <br />A 200 2340 7.1 6078.1 6078.1 0.0 <br />B 770 370 1132 14.6 6083.0 6083.0 0.0 <br />C 1,180 210 978 16.9 6092.1 6092.1 0.0 <br />D 1,310 180 1422 11.6 6095.7 6095.7 0.0 <br />E 2,390 130 1083 12.5 6100.3 6100.3 0.0 <br />F 2,770 180 1124 14.7 6105.4 6105.4 0.0 <br />G 4,100 190 1069 15.4 6125.4 6125.3 0.1 <br />H 6,120 180 1073 lS.4 6153.7 6153.7 0.0 <br />I 7,280 190 1180 14.0 6176.6 6176.6 0.0 <br />J 8,320 180 1178 14.0 6199.1 61~9.1 0.0 <br />K 11,400 170 1261 13.1 624S.8 6245.7 0.1 <br />L 13,000 510 1492 11.1 6281. 8 6281. 8 0.0 <br />M 13,200 300 3997 4.1 6284.8 6284.8 0.0 <br />N 13, S50 240 1199 13.8 6386.1 6286.1 0.0 <br />0 13,630 380 1924 8.6 6289.3 6289.3 0.0 <br />P 13,710 400 2498 6.6 6290.7 6290.7 0.0 <br />Q 14,110 410 2091 7.9 6292.8 6292.8 0.0 <br />R 14,450 220 1227 13.4 6298.9 6298.9 0.0 <br />S 15,280 1203 1054 15.7 6312.1 6312.1 0.0 <br />T 16,200 1803 1111 14.9 6323.6 6323.6 0.0 <br />U 17,030 1703 1625 10.2 6335 . 0 6335.0 0.0 <br />V 17,820 150 1277 10.2 6347.7 6347.7 0.0 <br />W 17,970 130 1734 9.5 6351. 2 6351. 2 0.0 <br />X 18,860 170 1112 14.8 6359.3 6359.3 0.0 <br />Y 19,170 420 1950 8.5 6370.2 6370.2 0.0 <br /> <br />1 Feet Above Mouth <br />2 <br />Part of F100dway in Trinidad Lake Project <br /> <br />3 <br />Part of Floodway in Stockville <br /> <br />DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT <br />F.....II..unn.. Adminis1lltion <br /> <br />-t <br />:.. <br />llllI <br />.... <br />..... <br /> <br />FlOODWAY DATA <br /> <br />LAS ANIMAS CO., CO <br />(UNINCORPORATED AREAS) <br /> <br />RATON CREEK <br /> <br />- <br />