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VALUATION OF SKYLARK RANCH WATER RIGHTS <br /> December 2019 <br /> The Skylark Ranch Water Rights are diverted from tributaries to the Williams Fork River <br /> including Battle Creek, Lost Creek, Mule Creek, and Skylark Creek. Flows in these <br /> tributaries were estimated as the daily streamflow at the South Fork Williams Fork River <br /> near Leal gage scaled to each drainage basin using the ratio of the mean annual flows <br /> computed in USGS Streamstats program (mean annual flow of tributary drainage <br /> divided by mean annual flow of South Fork Williams Fork River). The South Fork <br /> Williams Fork River near Leal gage and tributaries are shown on Figure 1-1. <br /> Nearly all of the Skylark Ranch Water Rights are senior to the downstream Cameo Call <br /> rights and Williams Fork Reservoir water rights. However, all but one of the Skylark <br /> Ranch Water rights are often called out during the late summer through the winter by <br /> the senior Shoshone Call. Diversions of the Skylark Ranch Water Rights are further <br /> limited by the maximum monthly individual and combined rates and volumetric limits <br /> decreed in Case No. 96CW3681. In addition, drought year diversions are limited to 2.91 <br /> percent of the flow at the Williams Fork near Leal gage plus Denver Water's Gumlick <br /> Tunnel diversions. A drought year is defined in the 96CW3681 decree as a year with a <br /> May 1 snowpack measured at the Jones Pass SNOTEL station with a snow water <br /> equivalent of 10 inches or less. During the 1988 to 2018 study period, there were three <br /> drought years according the 96CW3681 decree definition (2002, 2004, and 2012). <br /> When water is physically and legally available, the Skylark Ranch Water Rights can be <br /> used for irrigation at the original places of use or used at the Henderson Mill by <br /> exchange. As mentioned above, the Skylark Ranch Water Rights cannot be exchanged <br /> to the Henderson Mill if the intervening CWCB instream flow water rights on the <br /> Williams Fork River are not satisfied. However, for purposes of the yield analysis, it was <br /> assumed that the Skylark Ranch Water Rights would be sold to a downstream user and <br /> would not need to be exchanged upstream for use on the Williams Fork River. <br /> The yield analysis shows that the Skylark Ranch Water Rights were available at the <br /> maximum annual volume (1,159 acre-feet) in all but four years during the 31-year study <br /> period. The estimated annual yield during the 1988 through 2018 study period <br /> averaged 1,122 acre-feet. The average annual yield is limited by the decreed 10-year <br /> running average limit of 1,041 acre-feet. The 96CW3681 decree requires that 12.1 <br /> percent of the irrigation season diversions be released to the stream during the winter. <br /> The average annual yield (1,041 acre-feet) minus the return flow obligation (126 acre- <br /> feet) is 915 acre-feet. The estimated annual yield and return flow obligation for each <br /> year of the study period are shown in Table 3-1. <br /> Spronk Water Engineers,Inc. Page 15 <br />