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Last modified
1/25/2010 7:08:30 PM
Creation date
10/5/2006 2:09:24 AM
Metadata
Fields
Template:
Floodplain Documents
County
Yuma
Community
Yuma
Stream Name
Republican River
Basin
Republican
Title
Master Plan of Drainage Facilities Yuma
Date
10/1/1975
Prepared For
Yuma
Prepared By
Parker & Associates
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />can be collected into this 30" line from the Tract II area either <br /> <br />by street flows or by open ditches and conveyed across Detroit <br /> <br />Street into the proposed pond. The storage capacity required <br /> <br />for the Tract II pond is 6.3 acre feet. An 18" outlet structure <br /> <br />is proposed from the pond emptying into an open ditch running <br /> <br />north along the east side of Detroit Street. The open ditch <br /> <br />will connect to the 36" outfall from the Legion Pond and <br /> <br />Pheasant Ridge Areas, and be conveyed across the Sie1 <br /> <br />Development south of 8th Avenue. This pond is provided <br /> <br />to drain the genera110w areas west of Detroit Street. Cost <br /> <br />estimates are provided in the financial section of this report <br /> <br />for these improvements. <br /> <br />8. SIEL DEVELOPMENT AREA (AREA NO.8) <br /> <br />Since there are no streets proposed within the development area, <br /> <br />individual lot drainage can be provided in the open ditch as <br /> <br />proposed north along Detroit Street and some improvements <br /> <br />to the existing ditch flowing east, south of 8th Avenue. Pro- <br /> <br />visions are made in the financial section, cost estimates for <br /> <br />improvements to the existing ditch crossing and the extensiop <br /> <br />of the open ditch flowing east. This area can also be provided <br /> <br />as an attractive addition to the Yuma Area, or minor green <br /> <br />belt area. <br /> <br />23 <br />
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