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FLOOD08154
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Last modified
1/25/2010 7:13:48 PM
Creation date
10/5/2006 3:25:51 AM
Metadata
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Template:
Floodplain Documents
County
Adams
Community
Westminster
Stream Name
Big Dry Creek
Basin
South Platte
Title
Master Drainageway Planning Study
Date
3/1/1973
Prepared For
Westminster
Prepared By
UDFCD
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />A-9 <br /> <br />Wright-McLaughlin Engineers <br /> <br />Page 9 <br /> <br />October 27, 1972 <br /> <br />Presumably, this al-ternativos, would entail the recon- <br />struction of the barriers created by l:he Union Pacific <br />Railroad crossing and the crossing by Sheridan Boulevard. <br />Implement:ation of this alternativ'e would include the en- <br />largement: of the opening in both of th'9se structures, with <br />the intent of eliminating possible overtopping. The dis- <br />trict should understand that if it undertakes the enlarge- <br />ment or reconstruction of these struct:ures, it has taken an <br />affirmative action which will cause it to become strictly <br />liable to downstream residents and landowners for damage <br />caused to them as the result of neglig"~nt planning, construc- <br />tion or maintenance of the st:ruct:ure. <br /> <br />In connection with this alternative we have considered <br />the possibility of claims by downst:ream landowners that the <br />district, having begun improvE,ments on the water course, <br />must improve the entire water course so as to protect all <br />adjoining properties from damage. In our opinion, such a <br />claim could not be successfully maintained. The fact that <br />a district constructs drains in a portion of the district <br />will not render it liable for failure to construct them <br />throughout the entire district: at: t,he same time. st. Joseph <br />vs. Owen, 110 Mo 445, 19 SW 713. ,--- <br /> <br />In our opinion, the remaining lege,l questions which <br />arise in connection with Alternative No. 2 are the same as <br />those arising under Alternative No.1, and we refer you to <br />our analysis of Alternative No. L <br /> <br />ALTERNATIVE NO.3: T)1is alternative contemplates the <br />construction of a geometric channel for large flows with a <br />lined channel for low flow>l in the center of the main channel. <br />The reconstructed channel would involv'3 straightening the <br />meanderinqs of the existing stream and some deviation from <br />the natural thalweg to avoid artificial barriers. <br /> <br />Although it is apparent that Alte:~native No.3 has <br />desirable aesthetic and recreational aspec1:s, it is also <br />
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