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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />.' <br />I' <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I' <br /> <br /> FLOOO I NG SOURCE FLOOD PLAIN DATA FLOODWAY DATA <br /> STATION I IOOyr OISCHARGE STREAM BED IDOYI. FLOOO IOOvr. FLOOO PLAIN FLOOOWAY WIDTH2 FLOOOWAY <br /> IOENTIFICATIOtl CROSS SECTION (CFS) ELEV. (MSL) ELEV (MSL) WIOTH (fEET) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) <br /> 21.00 21+00 1265 ~988.0 ~99 3.0 3 ----- ----- ----- ~99 3.0 <br /> ----- <br /> 26.00 26 +00 1265 ~99~.0 ~997.7 ~6 5 265 160 ~25 ~997.8 <br /> 30.00 30+00 1265 ~99~.0 ~999.9 D/s 560 155 100 255 5000.0 <br />I HENDERSON 30.85 30+85 1265 ~996.0 5002. ~ ul S 1200 860 3~0 9~5 5002. ~ <br /> BR I GHTON ROA 36.30 36+30 1265 ~999.2 5002.~ 1260 980 70 1050 5002. ~ <br /> ~2. 75 ~2+75 1265 5002.0 5003.6 3~0 90 2~0 HO 5003.6 <br /> 51.00 51+00 1265 5008.0 5008.9 705 ~20 285 705 5008.9 <br /> 57. 55 57+55 1265 5008.0 50 II. I 570 ~15 155 570 50 II. I <br /> 69.30 69+30 2660 5012.2 5016. I 925 500 375 875 5016. I <br /> 73.50 73+50 2660 5013.0 50 17. I D Is 615 15 205 220 5017. ~ <br /> U. S. 85 75. ~5 7 5+~5 2660 5013.8 50 19.0 U I S HO 370 ~5 ~15 5019.0 <br /> 77.22 77+22 2660 50 I~. 6 5020.~D/s 3~5 65 75 I ~O 5020. ~ <br /> E. 136 th AY 78. ~O 78+~0 2660 5015.6 5023.0 u/s 1100 ~5 75 120 5023.0 <br /> 90.05 90+05 118~04 5018.0 5022.0 D/s ~200 4 2560 ~O 2600 5023.0 <br /> U. P. R. R. 90.65 90+65 118~0 4 5019.3 5023. ~ U I S ~1654 noo 65 2~65 5023. ~ <br /> 96. ~O 96+~0 118~0 · 5022.0 50 2 ~. 3 3990' 3060 35 3095 50 2 ~. 3 <br /> 106. 15 106+15 2980 5025.5 5027. 2 ~ 100 ~605 ~95 ~IOO 5027. 2 <br /> FULTON DITCH 109.00 109+00 2980 5028.0 5032.2 u/s 3105 2160 9~0 3105 5032.2 <br /> 113.65 113+65 6290 5029.0 5032.8 2705 1065 16 ~O 2705 5032.8 <br /> 12~.00 I 2 ~+OO 6290 5035. 5 5038.9 1295 165 1005 1170 5038.9 <br /> 128.70 128+70 6200 5035.5 5039. ~ D/s 510 285 225 510 5039. ~ <br /> TUCSON ST. 129.50 129+50 6200 5035. 5 50~ 1.7 u/s 695 195 305 500 50~ 1.8 <br /> I ~I. 00 I~I+OO 62DO 50 ~O. 0 50~3. I 705 30 675 705 50 ~3. 2 <br /> 150.00 150+00 6200 50~1. 5 50 ~7. 8 980 200 755 955 50 ~7. 8 <br /> 159. ~5 159+~5 6200 50 ~7. 0 5050. 5 1270 935 200 1135 5050. 6 <br /> 166.65 166+65 6200 50 ~8. 0 5052.0 1260 965 2~5 1210 5052.0 <br /> IH.85 IH+85 6200 5051.5 50 5 ~. 6 D/s 990 585 ~05 990 50 5 ~. 6 <br /> E. 12~ th AYE. 176.00 176+00 6200 5051. 5 5056.8 u/s 1115 630 575 1005 5056.8 <br /> POTOMAC ST. 177 .90 I 77 +9 0 6200 5053. 5 5059.6 u/s 1010 920 20 9~0 5059. 6 <br /> 186.85 186+8.5 6100 5055. 5 506 I . 3 695 5~0 155 695 5061. ~ <br /> <br />I DISTANCE IN FEET. ABOVE MOUTH <br />2. FROM CENTER OF CHANNEL lOOKING UPSTREAM <br />3. SECTIONS IN SOUTH PLATTE RIVER FLOOD PLAIN <br />4. COMBINED SECOND CREEK AND THIRD CREEK FLOOD PLAIN <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 />