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Del Norte System Improvements Applic
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Del Norte System Improvements Applic
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Last modified
11/1/2011 11:30:59 AM
Creation date
2/13/2007 12:42:05 PM
Metadata
Fields
Template:
Water Conservation
Project Type
Ag/Muni Grant
Applicant
Town of Del Norte
Project Name
First Phase Water Improvements Project
Title
Grant Application
Date
11/27/1996
County
Rio Grande
Water Conservation - Doc Type
Application
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<br />1 <br />1 <br /> <br />To reduce water pressure in the lower distribution system, if a separate water supply pipeline is <br />needed between the existing wells and the lower reservoir. With a separate water supply to the <br />reservoir, reduction in water pressure in the lower system could be achieved by installing one <br />pressure reducing valve (PRV) in the pipeline connecting the lower reservoir to the distribution <br />system. In order to supply high flows for fire protection, it would also be desirable to install one <br />or more PRY's between major pipelines in the upper and lower distribution systems and between <br />the wells and lower system. <br /> <br />pi <br />Ilil <br />f;' <br />i <br />ij <br />'1 <br /> <br />Due to the significant variation in the elevation of water users connected to the upper distribution <br />system, reduction in pressures in this system would require numerous PRY's with many installed <br />on individual residential service connections. Due to the large number ofPRV's needed to <br />achieve pressure reduction in the upper system, it appears to be undesirable to pursue this <br />alternative for this portion of the system. Since it appears practical to reduce the water pressure <br />in the distribution system serving :1::70% of the total number of users, expected reduction in water <br />use is likely to be 20% or less. Before construction of improvements to accomplish pressure <br />reduction is started, a thorough canvassing of existing pressures throughout the distribution <br />system must be done to verify that proposed reduction of pressures will not cause excessively <br />low water pressure to any water user. <br /> <br />\' <br />, <br />l <br />I <br />I <br />I <br />,i <br />'1 <br />, <br /> <br />Table 4 <br />Cost Estimate for Reduction in Water Pressure <br /> <br />. ,.. ~ <br /> <br />Item Unit Quantity Unit Price Total Price <br />12" Dia. PVC Pipe I.f. 2,600 25.00 65,000 <br />Highway Crossing l.f. 100 300.00 30,000 <br />County Road Crossing 1.f. 40 75.00 3,000 <br />10" Pressure Reducing Valve ea. 1 6,000.00 6,000 <br />wlManhole <br />8" Pressure Reducing Valve ea. 2 5,000.00 . 10,000 <br />wlManhole <br />10" Gate Valve w/box ea. 4 1,000.00 4,000 <br />8" Gate Valve w/box ea. 4 800.00 3,200 <br /> Estimated Total Construction Cost $121,200 <br /> Estimated Engineering Fees @ 10% 12,120 <br /> Contingency @ 20% 24,240 <br /> Estimated Project Cost $157,560 <br /> <br />Water Meters <br /> <br />There is a good probability that installation of water meters on individual residential and <br />commercial water services and charging in accordance with water usage will significantly <br />decrease wasteful use of water. However, there have been studies that suggest that water users <br /> <br />13 <br />
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