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PROJ00467
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Last modified
11/19/2009 11:43:26 AM
Creation date
10/5/2006 11:56:33 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153313
Contractor Name
Eagle, Town of
Contract Type
Loan
Water District
0
County
Eagle
Bill Number
SB 78-69
Loan Projects - Doc Type
Feasibility Study
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<br />. <br /> <br />facturer of the filter plant at Eagle recommends against pretreatment <br /> <br />using coagulants. However, the manufacturer's representative that sold <br /> <br />the plant suggests that a trial run be given to chemical floculation <br /> <br />using the existing concrete settling pond as a retention and settling <br /> <br />basin. <br /> <br />It is recommended that for periods of high turbidity in Brush Creek <br /> <br />that a chemical floculation be tried using various chemicals and dosages <br /> <br />for removal of the excessive turbidity. This experiment would take <br /> <br />place over a three to four week period during the spring runoff and <br /> <br />would cost approximately $1,000. The addition of a chemical coagulant <br /> <br />could be done manually at very little expense and if it were successful, <br /> <br />a more elaborate setup could be devised that would work automatically. <br /> <br />Should the addition of chemical floculant prove to be successful, the <br /> <br />existing concrete settling pond would have to be cleaned more frequent- <br /> <br />ly to expell the collected solids. <br />The present drain in the ~ottom of the concrete settling pond is <br /> <br />approximately l~ feet lower than the drain line to Brush Creek. The <br /> <br />grade on the drain line would have to be reversed and if possible, made <br /> <br />more steep to increase the velocity of the water draining from the <br /> <br />concrete settling pond as it starts to empty. <br /> <br />There is presently five 8" steel pipes spanning the concrete <br /> <br />settling pond. After construction of this concrete settling pond, <br /> <br />the contractor attempted to backfill around the pond as per the speci- <br /> <br />fications and noticed that the sides of the structure started to buckle. <br /> <br />To prevent this from happening, the contractor installed at his own <br /> <br />expense these steel pipe supports to prevent any further buckling. <br /> <br />There is an insufficient amount of reinforcing steel and concrete in <br /> <br />the structure. The structure may also tend to float or buckling of <br /> <br />. <br /> <br />- 49 - <br />
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