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Dave Bailey, Esq. <br />November 12, 2010 <br />Page 4 <br />Irrigation Guide values for reasonableness. The Colorado Irrigation Guide values were found to be only <br />slightly less, 1.25 feet for silage corn and 2.00 feet for alfalfa, which may in part be due to the different <br />study period analyzed. <br />Based on the average cropping pattern described above of fifty percent alfalfa and fifty percent silage corn, <br />the average CIR was calculated to be 19.94 inches, or 1.66 ac -ft per acre per year. The yearly variation in <br />CIR was multiplied by the number of irrigated acres to determine a volumetric CIR, which has been <br />summarized in Table 5, and averaged 100.4 ac -ft/yr for the study period. In other words, if crop demands <br />were always satisfied, 100.4 ac -ft/yr of the 163.4 ac -ft /yr delivered to the farm would have been consumed. <br />Water Budget <br />Based on the 1911 through 1998 farm headgate deliveries, the annual on -site depletions attributed to the <br />two Rural Ditch shares were calculated to average approximately 90.1 ac -ft /yr, as shown in Table 6. The <br />annual consumptive irrigation requirement is met in some months without diversions or insufficient <br />diversions with the use of the soil moisture reservoir. The difference between the potential CIR and the <br />CIR met is approximately 10.3 ac -ft /yr (100.4 ac -ft /yr minus 90.1 ac -ft /yr) and reflects the periodic <br />shortages throughout the study period. <br />Depletions <br />A historic stream depletion analysis was run for a single year based on the study period average of <br />diversions using the SEO's Glover ground water lagging program, and is summarized in Table 7. We <br />assumed a return flow breakdown of 35% surface runoff and 65% deep percolation, based upon discussion <br />with Mr. Adams and knowledge from other historic irrigation analyses. A transmissivity of 35,000 gpd /ft <br />and a storage coefficient of 0.1 was obtained from a nearby groundwater pump test as published in <br />Groundwater Circular No. 11 data. Average year stream depletions and return flows have been calculated, <br />and can also be found in Table 7. As the table shows, the average annual depletion associated with use of <br />the two Rural Ditch shares was 90.1 ac- ft /yr. Of this amount, an average of 100.9 ac -ft of depletions <br />occurred during the irrigation season (May through September) and 10.8 ac -ft of return flow back to the <br />stream during the other months. <br />Based upon the results of the historic water budget analysis for Lafarge's two Rural Ditch shares, a set of <br />historic monthly depletion and return flow factors was derived, as shown in Table 8. These factors may be <br />used to determine the future depletion credits, or return flow obligations assessed to the shares. The <br />depletion factors are shown for May through September and equal the average historic depletion in each <br />month, divided by the average annual farm headgate delivery. The depletion factor is greatest in May and <br />equals 72.1 percent. In other words, 72.1 percent of the water historically delivered to the farm in May <br />depleted the stream. The return flow factors for May through September are simply equal to one minus the <br />depletion factor, and therefore represent the percentage of the historic farm delivery which returned to the <br />stream in a given month. For example, the May return flow factor is 27.9 percent, which means on <br />average, the return flow to the stream in May was equal to 27.9 percent of the farm headgate delivery. <br />During the October through April period, the return flow factor is equal to the average historic monthly <br />return flow, divided by the average annual farm headgate delivery. For example, the December return flow <br />factor is 1.1 percent. This means, that on average, 1.1 percent of the annual farm headgate delivery <br />returned to the stream in December. <br />