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PROJ00107
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Last modified
11/19/2009 11:01:58 AM
Creation date
10/5/2006 11:36:08 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153730
Contractor Name
Bravo Ditch Company
Contract Type
Loan
Water District
64
County
Logan
Bill Number
SPL
Loan Projects - Doc Type
Feasibility Study
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<br />.', - <br /> <br />',.y', <br /> <br />united states <br />Department of <br />Agriculture <br /> <br />soil <br />Conservation <br />service <br /> <br />4304 W. 9th st.' Rd. <br />Greeley, Co. 80634 <br />303-365-7835 <br /> <br />Date: January 26, 1996 <br />To: Bruce Lindahl, Area Conservationist <br /> <br />PRELIMINARY ENGINEERING REPORT <br /> <br />Name of Project: Bravo Ditch Diversion structure <br />Written by: Lynn Lovell <br />Job Classification: Greater than V <br />Field Office: Sterling <br />Soil Conservation District: South Platte <br />County: Logan <br /> <br />Recommended: <br /> <br />Area Engineer <br /> <br />date <br /> <br />Administrative Approval: <br /> <br />Area Conservationist <br /> <br />date <br /> <br />1. JOB TYPE, SIZE, PURPOSE AND PROGRAM <br /> <br />The Bravo Ditch serves about 990 acres. There are 11 <br />cooperators that use this ditch water. The diversion <br />structure in the river is almost none functional and if it <br />fails these cooperators will have no way to get their water <br />next summer. <br /> <br />This project would repair tne diversion stru~ture in the <br />South Platte River that serves the Bravo Ditch. It was <br />pretty much washed away in this spring's floods, a ten year <br />event or about 18,000 cfs. The concrete diversion structure <br />was undermined by flood waters. One wing wall and about <br />forty feet of the floor collapsed into the hole. The inlet <br />gate part of the structure wasn't damaged by the flood, but <br />it is old and deteriorated. <br /> <br />The diversion across the river to an island is estimated to <br />be about 180 feet long. Pa~t of the structure may be <br />salvagable. The bad part snould be saw cut off and removed. <br />It is suggested that a row of sheet piling be placed along <br />the face of the structure. The bad part of the structure <br />would then be rebuilt on tOl) of "R" pilings. <br /> <br />A sand embankment would be tormed on the west end of the <br />diversion dam, at the direction of the ditch company. This <br />would act as a relief valve, in that it would wash away if <br />too big a flood came througn the area. It would have to be <br />replaced from time to time. <br />
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