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PROJ00509
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:58:53 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153500
Contractor Name
San Miguel Water Conservancy District
Contract Type
Loan
Water District
0
County
San Miguel
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />broad basins in the west. In general, the area slopes to the northwest with elevations within the boundaries of the <br />study area varying from 7,300 feet at the upper end of Wright's Mesa to about 5,900 feet in the lower areas of the <br />West Lilylands and Dry Creek Basin. Mountain peaks in the vicinity of the study area with elevations in excess of <br />14,000 feet are common, <br /> <br />The climate of the study area is temperate and characteristic of the semi-arid southwestern United States, with <br />low precipitation and humidity, wide differences between daily high and low temperatures, abundant sunshine and <br />high evaporation rates, In the higher elevations of the study area, summers are mild while the winters can be <br />severe, In the lower elevations of the study area, periods of hot weather can occur during the summer but the <br />winters are typically mild. Average annual precipitation depths within the study area range from approximately 14 <br />inches in the NOIwood-Redvale area to 12 inches in the West Lilylands area. More than half of the annual <br />precipitation falls during the growing season, but its occurrence is quite erratic. <br /> <br />Surface drainage of the San Miguel study area is provided by a system of streams which flow generally from <br /> <br /> <br />southeast to northwest and into the San Miguel River, Within the study area the important tributaries to the San <br /> <br /> <br />Miguel River are, from downstream to upstream, Naturita Creek, Beaver Creek, Saltado Creek and Fall Creek <br /> <br /> <br />(see Figure II-I). Streamflows originate mostly from snowmelt runoff from the mountains along the southern <br /> <br /> <br />edge of the study area. Because snowmelt is the major source of streamflow in the area, streamflows are <br /> <br />distributed very unevenly throughout the year. Streamflows are very high during the spring but low during the <br /> <br /> <br />rest of the year. <br /> <br />Existine Institutions <br /> <br />Irrigation water rights in the study area have been established since the late 1800's. The various companies which <br />constructed ditches and storage reservoirs have evolved into the three major companies that now exist. They are; <br />the Farmers' Water Development Company (which operates the Gurley System), the Lone Cone Ditch and <br />Reservoir Company, and the Lilylands Canal and Reservoir Company. Distribution ditches of these organizations <br />deliver an average of approximately 28,000 acre-feet (at) per year to a total service area of about 14,000 acres; <br />however, a significant portion of this quantity is wasted during the early part of the irrigation season due to <br />inadequate storage capacity in the reservoirs. In addition, the privately owned J & M Hughes Ditch brings an <br />average of approximately 1,000 acre-feet per year from Fall Creek and Saltado Creek to high elevation irrigated <br />pastureland on Beaver Mesa. This ditch is of interest to the project because of the potential for additional <br />diversion from Fall Creek to the project service area Table II-I presents a summary of the ditch company <br />organizations and facilities. <br /> <br />11-2 <br />
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