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Southwest - Goodman Point Pipeline Environmental Assessment_Final Env & Eng Report
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Southwest - Goodman Point Pipeline Environmental Assessment_Final Env & Eng Report
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Last modified
10/16/2012 12:23:15 PM
Creation date
5/16/2007 8:51:26 AM
Metadata
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Template:
WSRF Grant Information
Basin Roundtable
Southwest
Applicant
Goodman Point Water Association
Description
Goodman Point Water Association Environmental Report - Preliminary Engineering Report
Account Source
Basin
Board Meeting Date
3/13/2007
Contract/PO #
08000000075
WSRF - Doc Type
Final Deliverable Documents
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<br />Part V-Alternatives Considered <br /> <br />A. Description l?f Alternative Considered <br /> <br />The following potential alternatives were considered and described in detail below: <br />1. Take no action <br />2. Proposed Action <br />3. Alternative Sites <br /> <br />1. Take No Action <br /> <br />This proposed alternative takes no action. Residents of Goodman Point will continue to <br />purchase their water in bulk from the City of Cortez and haul it back to their homes. <br />Water for fire protection would also have to be brought in from outside of the Goodman <br />Point area. <br /> <br />2. Proposed Action <br />The proposed action includes connecting into the existing MWC four-inch (4") service <br />line at two locations. Goodman Point Water Association will utilize a four-inch (4") <br />water main that will tie into the two MWC mains; one on County Road (CR) 17 on the <br />north side of the proposed project, and one on Country Road P to the east of the proposed <br />project area. Existing and proposed water lines are predominantly within a county road <br />right of way or immediately adjacent to the right of way on private property except for <br />three zones where they bisect tilled dryland farms or undeveloped agricultural property. <br />Figure V-I shows the water line alignment, as well as water tank and pump locations <br />associated with this alternative. <br /> <br />A water tank and booster pump station will be located near the fire station at the <br />intersections of CR P and CR17. Water storage is required to meet peak demands. Due <br />to elevation gain within the service area, a booster pump station will be required to meet <br />service requirements. Hydraulic considerations dictate the location of the water tank and <br />booster pump station to maintain minimum working pressures throughout the distribution <br />system. As distribution system pressures approach the minimum working pressure, an <br />increase in pressure by way of a booster pump station is required. This location of the <br />water storage tank and booster pump station results in a closed-loop pumping system that <br />will use variable capacity pumps, pressure sensors, and control logic to maintain <br />minimum working pressures. <br /> <br />Residences nearest will be equipped with a PRV to reduce pressures in the home if <br />necessary. A backup power generator will be located adjacent to the booster pump <br />station to provide power to the pumps during a power failure and ensure continued <br />service to residences. <br /> <br />Montezuma Water Company has available for use in the proposed projects a 131,000- <br />gallon water storage tank that may be used to meet the project's water storage needs. <br />Although the size of the storage tank is more that what is required for the proposed <br />project, the tank would be donated to the project thereby reducing overall project cost. <br /> <br />Goodman Point Water Association - Preliminaty Engineering RepOli <br /> <br />11 <br />
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