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FLOOD00261
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Last modified
11/23/2009 10:50:42 AM
Creation date
10/4/2006 9:10:30 PM
Metadata
Fields
Template:
Floodplain Documents
County
Montezuma
Community
Dolores
Stream Name
Dolores River
Title
Flood Mitigation Plan for a Flood Control Project on the Dolores River
Date
1/1/1986
Prepared For
Dolores
Prepared By
CWCB
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
Supplemental fields
Water Division
7
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<br />10th Street to Southwest Corne~ Town Park - (Stations 53~?5 <br /> <br />to 66+00) <br /> <br />This portion consists of two s~ctions. Both involve <br />the construction of new levee. The first subsection would <br />include removal of the existing inadequate levee, while the <br />second subsection would require much less site preparation <br />since there is no existing levee~ <br /> <br />(Stations 52+85 to 61+00) - 815 feet of old levee <br />removal, followed by construction of new levee at an <br />average height of 4 feet (See cross-section B-3). <br /> <br />(Stations 61+00 to 66+00) - 500 feet of new levee at an <br />average height of 5 feet (See cross-section A-A). <br /> <br />'rown Park to Upstream Limits cf Study Reach - Stations 66~OO <br />to 82+40) <br /> <br />Beginning at Station 66+00, two alternative levee <br />alignments exist. Alternative A would turn north to Highway <br />145 immeCliately, while Alternative B would continu'O for an <br />additional 1/4 mile along the riverbank before turning <br />:1orth. Each would involve cons~ruction of new levee. An <br />important difference to note at ~he beginning is that <br />;~lternative A would not protect the Dolo~es Watey Treatment <br />::-acility, while J-,~ternative B vlOi.1~.C. <br /> <br />Alternative A <br /> <br />This alternative cons~sts of ~wo sec~ions. A~ the <br />:)oi~t along the sou~h si6e of 3ighway 145 whe~e na~t~ral <br /> <br />;;roun6 is a:~ea~v ~wo fee~ a~ovE the 10C-year ~:OO~ <br /> <br />t~levation the project wo~la end. <br /> <br />(Stations 66+00 to 68~OO) - 200 ~eet o~ new levee <br />at an average heigh~ of 5.5 feet. The levee would be <br />perpendicular to the Dolc~es Rive~, connecting the long <br />section downstream along the river to the short sec~ion <br />upstream adjacent to High\.vsy 145 (See cross'-section <br />l>,-A) . <br /> <br />-.12- <br />
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