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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 />green belt. <br /> <br />h. The most important item is to remove some of the_~ <br />--~ <br /> <br />located mostly or entirely within the flood plain. <br />..... ..---...e.--___ _ -. __ _ ,_~ ... -"._~ ,.",-- <br /> <br />4. <br /> <br />INDUSTRIAL AREA (AREA NO.4) <br /> <br />An open ditch is proposed to be constructed generally along the <br /> <br />north area of the development flowing easterly to the industrial <br /> <br />pond located in the northeast corner of the area. It is anticipated <br /> <br />that the streets in the development can be designed to carry most <br /> <br />of the storm drainage directly to the industrial area detention <br /> <br />pond, with provisions to allow some street flow north into the <br /> <br />proposed open ditch. It is prudent at this point to emphasize <br /> <br />the need for roof, parking lot, and green area storage as <br /> <br />discussed earlier, be included in all structural plans within <br /> <br />the development. The open ditch, as proposed, can enhance <br /> <br />property value within the area, and a minor green belt can be <br /> <br />allocated along the ditch. Enclosure of the ditch can be constructed <br /> <br />as development dictates in the future. <br /> <br />The existing pond is to be expanded to contain a designed <br /> <br />storage of approximately 8 acre feet. A 24" outlet structure <br /> <br />is proposed to drain west to the open ditch described above. <br /> <br />It is proposed to collect all of the storm drainage from the <br /> <br />20 <br />
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