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FLOOD03690
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Last modified
1/25/2010 6:28:02 PM
Creation date
10/4/2006 11:56:46 PM
Metadata
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Template:
Floodplain Documents
County
Larimer
Community
Wellington
Stream Name
Boxelder Creek
Basin
South Platte
Title
Flood Data Boxelder Creek
Date
2/5/1992
Prepared For
Larimer County
Prepared By
CWCB
Floodplain - Doc Type
Data (general)
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<br />92/02/05. <br /> <br />09.57.20. <br /> <br />1215.000 <br />1215.000 <br />4978.000 <br />4980.000 <br /> <br />1215.000 <br />1215.000 <br />1741.000 <br />4986.000 <br />4986.000 <br /> <br />205.000 <br />205.000 <br />4986.700 <br />4988.100 <br />4989.800 <br /> <br />338.000 <br />338.000 <br />4988.400 <br />4993.300 <br />4996.100 <br />4999.200 <br /> <br />1711.000 <br />4977.100 <br />1069.000 <br />2148.000 <br /> <br />.050 <br />1741.000 <br />0.000 <br />1023.000 <br />2132.000 <br /> <br />700,000 <br />0.000 <br />255.000 <br />462.000 <br />1203.000 <br /> <br />.050 <br />900.000 <br />355.000 <br />840.000 <br />1200.000 <br />1727.000 <br /> <br />505.000 <br />1711.000 <br />4977 . 200 <br />0.000 <br /> <br />1741.000 <br />900.000 <br />0.000 <br />4984.600 <br />4988.000 <br /> <br />463.000 <br />0.000 <br />4988.800 <br />4983.400 <br />4990.300 <br /> <br />900.000 <br />415.000 <br />4991.600 <br />4994.500 <br />4993.800 <br />0.000 <br /> <br />600.000 <br />0.000 <br />1188.000 <br />0.000 <br /> <br />.055 <br />970.000 <br />0.000 <br />1215.000 <br />2177.000 <br /> <br />500.000 <br />0.000 <br />291.000 <br />500 . 000 <br />1365.000 <br /> <br />.055 <br />415.000 <br />400.000 <br />875.000 <br />1356.000 <br />0.000 <br /> <br />FLOW PROCESS, SOME QT FLOWS TO W IN CANAL UNDER 1-25, OVERTOPS S BANK <br />& IS LOST.(QT FOR XS 38 RESULTED FROM DECREASE IN QT UPSTR FROM CO RD 50 <br />THRU RD CULS). <br />38.000 7.000 <br />2.000 4977.100 <br />4980.000 1000.000 <br />4978.000 1994.000 <br /> <br />3.000 .055 205.000 .050 700.000 .055 <br />BECAUSE OF PROBLEMS IN DETERMINING SATISFACTORY ELEVATIONS AT THE <br />AND CO RD 50 INTERCHANGE, THE COLO STATE WATER CONSERVATION BOARD <br />FORT COLLINS STORM WATER UTILITY DECIDED TO SURVEY THE CHANGED <br />TOPOGRAPHY AS A RESULT OF THE INTERCHANGE CONSTRUCTION. THREE NEW XSS; <br />40.1, 40.2 (BOTH S DF CO RD 50), 41 (CO RD 50) WERE SURVEY EO AND USED IN <br />THIS STUDY. <br />40.100 15.000 <br />1 .000 4989.500 <br />4990.700 187.000 <br />4988.200 348.000 <br />4989.500 1100.000 <br /> <br />NH <br />NH <br /> <br />6.000 .040 <br />1800.000 .055 <br />CO RD 50. QT SAME <br />AND 4TH 1-25 CULS <br />41.000 19.000 <br />4997.500 360.000 <br />4997.500 700.000 <br />4996,000 1200.000 <br />4995.200 1700.000 <br />0.000 0.000 <br /> <br />150.000 <br />395.600 <br />900 . 000 <br />1400.000 <br />1900.000 <br />0.000 <br /> <br /> <br />Xl <br />X4 <br />GR <br />GR <br /> <br />NH <br />Xl <br />X4 <br />GR <br />GR <br /> <br />3.000 <br />39.000 <br />1.000 <br />4988.000 <br />4984.600 <br /> <br />.055 <br />8.000 <br />4984.600 <br />1000.000 <br />2062.000 <br /> <br />NH <br /> <br />XI <br />X4 <br />GR <br />GR <br />GR <br /> <br />NH <br />Xl <br />GR <br />GR <br />GR <br />GR <br /> <br />4.000 <br />40.200 <br />5001. 400 <br />4990.400 <br />4994.800 <br />4995. 100 <br /> <br />.055 <br />17.000 <br />300.000 <br />814.000 <br />1000.000 <br />1688.000 <br /> <br />Xl <br />GR <br />GR <br />GR <br />GR <br />EJ <br /> <br />600.000 <br />0.000 <br />4976.500 <br />0.000 <br /> <br />2177.000 <br />950.000 <br />0.000 <br />4984.000 <br />0.000 <br /> <br />1620.000 <br />1.25 <br />AND <br /> <br />620.000 <br />0.000 <br />4988.700 <br />4989.500 <br />4991.000 <br /> <br />1200.000 <br />420.000 <br />4992.600 <br />4992.000 <br />4993.300 <br />0.000 <br /> <br />1100.000 <br />0.000 <br />2ND <br /> <br />395.600 .050 800.000 .045 <br />2000.000 0.000 0.000 0.000 <br />AS XS 38, RESULTED FROM FLOW TO 1-25 MEDIAN THRU <br />N OF CO RD 50, NO X5 CARD INPUT USED, <br />800.000 1700.000 150.000 <br />4988.670 360.000 4988.670 <br />4995,500 800.000 4994.600 <br />4995,800 1300.000 4995.500 <br />4996,100 1800.000 4997.800 <br />0.000 0.000 0.000 <br /> <br />150.000 <br />4997.500 <br />4995.100 <br />4995.000 <br />4997.900 <br />0.000 <br /> <br />0.000 <br />0.000 <br />1415.000 <br />0.000 <br /> <br />0.000 <br />0.000 <br />0.000 <br />1608.000 <br />0.000 <br /> <br />0.000 <br /> <br />0.000 <br />0.000 <br />323.000 <br />700.000 <br />1378.000 <br /> <br />.050 <br />0.000 <br />600.000 <br />886.000 <br />1400.000 <br />0.000 <br /> <br />.055 <br />0.000 <br /> <br />0.000 <br />395.600 <br />1000.000 <br />1500.000 <br />2000.000 <br />0.000 <br /> <br />0.000 <br />0.000 <br />4976,700 <br />0.000 <br /> <br />0.000 <br />0.000 <br />0.000 <br />4984.800 <br />0.000 <br /> <br />0.000 <br /> <br />0.000 <br />0.000 <br />4987.100 <br />4989.500 <br />4998.500 <br /> <br />1727.000 <br />0.000 <br />4992,600 <br />4994.500 <br />4994.200 <br />0.000 <br /> <br />1400.000 <br />0.000 <br /> <br />0.000 <br />4997.500 <br />4995.700 <br />4994.800 <br />0.000 <br />0.000 <br /> <br />PAGE <br /> <br />6 <br /> <br />0.000 <br />0.000 <br />1583.000 <br />0.000 <br /> <br />0.000 <br />0.000 <br />0.000 <br />1784.000 <br />0.000 <br /> <br />0.000 <br /> <br />0.000 <br />0.000 <br />333.000 <br />900.000 <br />1620.000 <br /> <br />0.000 <br />0.000 <br />800.000 <br />900.000 <br />1600.000 <br />0.000 <br /> <br />.045 <br />0.000 <br /> <br />0.000 <br />395.600 <br />1100,000 <br />1600.000 <br />0.000 <br />0.000 <br />
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