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FLOOD09132
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FLOOD09132
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Last modified
1/26/2010 10:08:07 AM
Creation date
10/5/2006 4:06:11 AM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Greeley
Stream Name
Cache La Poudre River
Basin
South Platte
Title
Floodplain Study
Date
10/1/1999
Prepared For
Greeley
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> CROSS FlOODWAY S <br /> SECTION WIDTH <br /> (FE:ET) ( <br /> 78B28 1100 <br /> - <br /> 78B62 1100 <br /> 79062 1100 <br /> - <br /> 80tiOO 1068 <br /> 8Hl54 1421 <br /> - <br /> 84ti99 1710 <br /> 87,l04 1371 <br /> 89;~43 1550 <br /> 89383 1550 <br /> 89388 1550 <br /> 89424 1550 <br /> 89429 1550 <br />- <br /> 91035 600 <br />- <br /> 9HJ62 833 <br />- <br /> 93~.78 950 <br />- <br /> 94S192 769 <br />- <br /> 97113 1789 <br />- <br /> 97:<47 1672 <br />- <br /> 97:<52 1672 <br />- <br /> 97:<84 1672 <br />- <br /> 97289 1672 <br />- <br /> 97S16 1162 <br />- <br /> 100(55 1200 <br />- <br /> 101S11 1150 <br />- <br /> 103250 800 <br />- <br /> 103670 964 <br />- <br /> 105810 971 <br />- <br /> <br />ECTION <br />AREA <br />~;Q. FT.) <br />6024 <br />6172 <br />4504 <br />3602 <br />5013 <br />5595 <br />4108 <br />4261 <br />4345 <br />2102 <br />2801 <br />6542 <br />2358 <br />3685 <br />3445 <br />3025 <br />6844 <br />6443 <br />4957 <br />5001 <br />65"15 <br />4015 <br />51:30 <br />3294 <br />36,33 <br />43"14 <br />4392 <br /> <br />MEAN-Tri.Eviil6N lelEVATION <br />VELOCITY i WITH WITHOUT <br />(FT.lSEC) 'J:!OODWAY FlOODWAY <br /> <br />2 4699 4698 <br />_.~--_.,--- ------- <br />19 4699.1 4698 <br />.--'-'- -------- <br />2.7 4699.1 4698.2 <br />.-.---.-- -.--.-----. <br />3.5 4700.8 4699.8 <br />--.-.----- <br />2.5 4702.9 4'702 <br />------- ---.----- -.--- <br />2.2 4704.7 4703.7 <br />-.---'-- -..------- <br />3 470"1.1 4706.1 <br />.-.---'-'- --"..------ <br />2.9 4709.5 4708.5 <br />-.--'-'- --.-.----- <br />2.9 4709.9 4709 <br />-----..-- --'-'-- <br />59 4709.9 4709.8 <br />-.---.-- -_.-._----- -- <br />44 4710.7 4710.4 <br />.----.--- _.-_._----.- ---- <br />19 4711.2 4710.6 <br />----.-- -..-.------ <br />5.3 4712.8 4711.8 <br />------ --.-.-- <br />3.4 4714.8 4714.2 <br />-.----"--'- --.-.----- <br />36 4716.9 4"115.9 <br />-.---'-'- --...---- <br />4.1 4719.2 4718.4 <br />-----.-- --.-.----- <br />1.8 4720.8 4719.9 <br />~--'-- --.-.-- <br />19 4720.9 4720 <br />- _.------- <br />2.5 4721 4720 <br />.-.---'-' ---------- ---. <br />2.5 4721 4720.1 <br />--.-.---- <br />19 4721 4720.2 <br />.---'- ---'--- <br />3.1 4721.4 4720.6 <br />--.-.----- --- <br />2.4 4723.5 4722.5 <br />-.---'- --...---- <br />3.8 '4725.4 4724.4 <br />-~--, ---'-'--~- ---- <br />3.6 4728 4727 <br />-.--'- ---...---- <br />3 4728.9 4728.2 <br />.---'- ---.----- <br />3 4730.9 4730.3 <br /> <br />ELEVATION <br />DIFFERENCE <br />(FEET) <br />1.0 <br />1.1 <br />0.9 <br />1.0 <br />0.9 <br />1.0 <br />1.0 <br />1.0 <br />0.9 <br />0.1 <br />0.3 <br />06 <br />1.0 <br />0.6 <br />1.0 <br />0.8 <br />09 <br />0.9 <br />1.0 <br />0.9 <br />0.8 <br />08 <br />1.0 <br />1.0 <br />1.0 <br />0.7 <br />06 <br />
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