FLOOD04664

• County: Logan
• Community: Sterling
• Stream Name: South Platte River
• Basin: South Platte
• Title: Flood Mitigation Measures for South Platte at Sterling
• Date: 9/1/1979
• Prepared For: Sterling
• Prepared By: US Army Corps of Engineers
• Floodplain - Doc Type: Floodplain Report/Masterplan

r.~Bl.E THREE
FlOOIJ1~Al CATA TlISlE
FOR
E}:rSTI1iG CONDITIONS
FlOOD\.JAY WATER SURFACE ELEVATlO~
STATION \.IIDTH SI:-CTION MEM.I hlITH IIITHOUT DIFFERENCE
I\REA VEI.JCITY FLOOOIIAY FLDODIIA Y
.000 5200.. 26126. :L2 3917.8 3916.8 1.0
1020.000 5150. :10050. .2.8. :3918.6 3917.6 1.0
1490.000 4650. 25514. :5.3 :3919.0 3918.2 .8
2330.000 4:100. 23087. :\.6 :3919.9 3919.1 .8
2970.000 3900. 211/.5. 11..0 :3920.6 3919.8 .8
3770.000 3290. 17874. '1..7 3921.9 3921.0 .9
4560.000 2790. 17177. '1..9 :1923.4 3922.7 .7'
5210.000 2:100. 168"\9. ~). 0 :1924.6 3923.8 .8
5990.000 1700. 13813. 6.1 :3925.8 3924.9 .9
6660.000 1200. 111118. ",7.5 :3927.5 3926.8 .7
6960.000 970. 10'r.;6. / .E~ 3928.2 3927.7 .5
6961.00J 920. 7769. 10.8 :\927.8 3927.4 .4
6981.00J 921. 7769. 10.8 :\928. I 3927.7 .4
6982.00J 970. 11687. 7.:2 :\929.1 3928.6 .5
7280.00J 1150. 13295. 6.3 :\929.7 3929.6 .1
8090.00J 1700. 15900. ~i .:3 :\930.5 3930.2 .3
8900.00.) 2090. 18M2. L I . ~5 3931.5 3930.9 .6
9730.00') 2350. 19270. L,.'. 3932.0 3931.4 .6
10950.000 2230. 18323. L..lS 3933.1 3932.4 .7
11810.000 2000. 18263. L..l) 3933.7 3933.1 .6
12750.000 1520. 9322. SI.O 393/..8 3934.3 .5
12751.000 1511. 6708. 1 ,: . ~; ~;931.. 2 3933.8 .4
12831.000 1520. 7104. 11.11 3935.9 3935.1 .8
12832.000 1520. 134114. 6.;~ 3938.0 3937.3 .7
13320.000 1600. 19524. t,. :~ 3938.8 3938.4 ,./.
13850.000 1860. 18485. t,l. 3939.2 3938.7 ,. ~)
..,
14420.000 2~i90. 27342. ~;. '1 3939.8 3939.1 .'1
15110.000 3185. 31624. ,:.? 391tO.2 3939.3 .9
15660.000 3340. 30393. ,'.H 391tO.4 3939.5 .9
16210.000 3450. 28982. ,:.9 3940.6 3939.7 .9
16820.000 3550. 25323. 3.3 391t1.0 3940.0 1.0
17510.000 3670. 23344. 3.6 39f+1.7 3940.8 .9
18130.000 3820. 24698. 3.lt 39f.2.4 3941.6 .8
18940.000 3980. 2162" 3.9 391+3.3 3942.5 .8
19680.000 4160. 2503" 3.Lf 39t+lt.4 3943.5 .9
20350.000 4150. 25488. 3 .~i 3945.3 3944.3 1.0
20950.000 3840. 25058. 3.Lf 3946.0 3945.0 1.0
21670.000 35ltO. 23109. 3.6 39M).7 3945.7 1.0
22340.000 3230. 21199. 4.0 391t7.5 3946.5 1.0
23000.000 3060. 21053. 4.0 3948.3 3947. It .9
23660.000 2905. 18970. .Lt- 3949.0 3948.2 .Il
24320.000 2720. 19286. ...t. 3950.0 3949.1 .9
24940.000 2365. 17089. .L9 W50.9 3949.9 '; .0