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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 />A-I <br /> <br /> .-- --- <br /> FlOOO I NG SOURCE FLOOO PlAIN DATA FLOOOWAY DATA <br /> -----q-- -- <br /> ,JoYI DISCHARGE 1 HAlWEG 100yr FLOOD 100YI fLOOD PLAIN fLOOOWl1 WIOTH) FLooown <br />IOElTlflCITION CRO_SS SECT I ON STI T ION I CfS, tLEV IMSL I ELEV (MSL) WIDTH, fEET I LEFT ,F T , RIGHT ,F T ' TOTlL FT, <br /> ~- HEY_ (MSL, <br />IUE LINE ROAD 0+00 , <br /> 2 0+20 33600 '19~2. 7 ~952. 8 lj()00 3700 190 3890 ~952.8 <br />HIGH WATER MARK + 118* 0+25 q951.8** <br /> 3 25+10 33600 ~9q3. 5 q9 5~. 3 ~780 q560 70 q630 q95~. 3 <br /> q ~5+30 33600 ~9116. 5 q957. I q330 3390 ~30 3820 ~957. I <br /> 5 52+80 33600 '1950.0 ~960. 2 ~7lj() ~~ 11lj() ~51lO '1960.2 <br /> 6 57+30 33600 ~951. 2 ~961. 3 qllj() 1190 2960 q961.3 <br />HIGH WATER MARK + ~7* 57+30 ~958. 7** <br />E. 160TH AVE. 57+80 <br /> 7 58+30 33600 Q951.3 ~962.8 QQ50 2'190 1200 3690 '1962.8 <br />HIGH WATER MARK + ~6* 58+50 '1958.7** <br /> 8 70+00 33600 '1953.0 ~963.5 lj()60 2380 770 3150 Q763. 5 <br /> 9 102+00 33600 ~956. 2 ~965.8 3~90 700 2670 3370 '1965.8 <br />TODD CREEK 125+00 <br /> 10 126+50 33600 Q959.5 ~969.9 lj()80 130 3030 3160 '1969 . 9 <br />8RIGHTON DITCH 1lj()+OO <br /> 13 1~1+70 33600 ~96~. 8 Q972.9 3920 90 3780 3870, '1972.9 <br /> IQ 1116+80 33600 Q966.0 'I9H.5 - 3880 110 3530 36119 '197~.5 <br />HIGH WATER MARK + Q5* 1118+10 '1972.6** <br /> 15 172+00 33600 11968.0 Q978.0 38lj() 1200 2500 3700 '1978.0 <br />THIRD CREEK 180+00 <br /> 16 189+70 33600 '1970.5 '1980 . 9 3980 1370 1950 3320 '1980. 9 <br />SECOND CREEK 198+00 '" <br />HIGH WATER MARK + ~Q* 216+10 Q986.8** <br /> 17 218+70 33800 '1985.5 36lj() I ~30 . <br /> ~975. 0 2020 3Q5O 11985.5 <br /> 18 2'19+90 33800 '1981.3 '1991.5 1930 720 210 930 '1991.5 <br /> 19 275+00 33800 Q985.0 ~996. 0 3880 1~20 550 1970 '1996.0 <br />8RANTNER GULCH 296+00 <br /> 20 308+80 33800 '1991.5 5002.5 lj()20 1370 '190 1860 5002.5 <br /> 21 331+80 33800 '199~. 5 5005.3 3Qlj() 2770 310 3080 5005.3 <br /> 22 338+00 33800 Q995.6 5005.8 30lj() 2190 800 2990 5005.8 <br /> 23 360+00 33800 Q997. 5 5010.3 3210 2550 160 2710 5010.3 <br /> <br />I. DISTANCE IN FEET A80VE ADAMS/WELD COUNTY LINE <br />2. FROM CENTER OF CHANNEL LOOKING DOWNSTREAM, MEASURED ALONG THE CROSS-SECTION LINE <br />3. U. S. G. S. DATUM <br />* HIGH WATER MARK 08SERVED 8Y US.SA.C.E. DURING FLOOD OF MAY 5-7, 1973 <br />** ELEVATION OF HIGH WATER MARK <br /> <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br />URBAN DRAINAGE a FLOOD CONTROL DISTRICT <br /> <br />SOUTH <br /> <br />PLATTE RIVER <br /> <br />FLOOD HAZARD AREA DELlN EATION <br />ADAMS COUNTY <br />