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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 />Table 7 <br />Cost Estimate for Well and Pumping Facility <br /> <br />Item Unit Quantity Unit Price Total Price <br />Test Well 1.f. 150 20.00 3,000 <br />Production Well 1.f. 150 200.00 30,000 <br />10" dia. Pipe 1.f. 1,500 20.00 30,000 <br />Pump, motor, controls & l.s. 1 40,000.00 40,000 <br />Chlorinator <br />Aux. engine & right angle gear 1.s. I 15,000.00 15,000 <br />drive <br />10" Gate Valve wlbox ea. 2 1,000.00 2,000 <br />Pump house 1.s. 1 30,000.00 30,000 <br />Electrical service I.s. 1 20,000 20,000 <br /> Estimated Total Construction Cost $170,000 <br /> Estimated Engineering Fees @ 10% 17,000 <br /> Contingency @ 20% 34,000 <br /> Estimated Project Cost $221,000 <br /> <br />: .i <br />.f; <br /> <br />1','\.. <br />l' <br />j <br />, <br />11\ <br />:$ <br />q <br />\f <br />I.:! <br />, <br /> <br />V. WATER DISTRIBUTION SYSTEM IMPROVEMENT ALTERNATIVES <br /> <br />\, <br />i.' <br />r: <br />~ <br />~. <br />~ <br />~ <br />t....... <br />" <br /> <br /> <br />l <br />;." <br /> <br />A. General <br /> <br />The improvements to the water distribution system simulated in analysis conditions 3 and 5 <br />resulted in acceptable water pressures. The improvements simulated in analysis condition 4 did <br />not provide noticeable water pressure improvements. Therefore, the following improvement <br />alternatives correct apparent distribution system deficiencies that occur during fire flow demands <br />in the eastern portion of town. <br /> <br />B. Water System Improvement Alternatives <br /> <br />I <br />, <br />! <br />'j <br /> <br />Alternative 1 <br /> <br />. Replacement of :f:400 feet of 4 inch cast iron pipe with 8" diameter ductile iron pipe along <br />Cherry Street and bypass :f:800 feet of 4 inch cast iron pipe along Oak and Tenth Streets where <br />shown on the enclosed town map. The bypass will be constructed with 8" diameter ductile iron <br />pipe along Ninth and Cherry Streets. Installation of a new pressure reducing valve (PRV) <br />northerly of the intersection of French Street and Chico Drive would also be part of this <br />alternative. <br /> <br />16 <br />
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