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PROJ00515
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:03 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0019X
Contractor Name
Turkey Creek Snowball Creek Project CWRPDA 1985
Contract Type
Loan
Water District
0
County
Archuleta
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 />3.0 <br /> <br />WATER SUPPLY <br /> <br />3 . 1 GENERAL <br /> <br />Turkey Creek is a tributary of the San Juan River. It has a drainage <br />area of 28 square miles, and varies in elevation from 7,500 feet at its <br />mouth to 12,000 feet at its headwaters. The tributary area above the point <br />of diversion of the Snowball Ditch is 19.4 square miles. There are no <br />published records of streamflow measurements. Based on field observation <br />during the 1984 and 1985 seasons it is estimated that spring runoff flows <br />frequently exceed 200 cfs, and winter flows are on the order of five to ten <br />cfs. Average historical diversions from Turkey Creek of approximately <br />5,000 to 6,000 acre-feet annually are reflected in the water commissioner's <br />records for the Snowball and Cummings Ditches. <br /> <br />The Turkey Creek Reconnaissance Study (Western Engineers, Inc., 1985) <br />presented an analysis of water supplies at both the mouth of Turkey Creek <br />and at the diversion point of the Snowball Ditch. This feasibility phase <br />of the study considers only the Snowball site alternative. <br /> <br />3.2 PERIOD OF ANALYSIS <br /> <br />The hydrologic period from 1960 through 1980 has been used as the <br />period of analysis for this study. This period was selected because first, <br />average flows in the San Juan Basin were below the average for the total <br />period of record; second, the lowest year of record (1977) is included; and <br />third, the gage established on the middle fork of the Piedra River in 1969 <br />could be used directly in the correlation analysis. Figure 3.1 shows a <br />plot of recorded annual discharges for the Navajo River at Edith (drainage <br />area 172 square ~i1es) from 1930 to 1980. It also shows annual discharges <br />for the East Fork of the San Juan (drainage area 86.9 square miles) since <br />1935, and it shows the calculated flows in Turkey Creek from 1960 to 1980 <br />(plotted to a separate scale). Several items are worthy of note: <br /> <br />3-1 <br />
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