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able 4 <br />Hamp-Bell Ditch <br />Historic Irrigation Depletion Credit <br />Values in Acre-Feet Unless <br />e .00 0.00 0.00 0.000 0.00 0.00 0 <br />00 <br />Mar 0.00 0.00 0.00 0.00 0.000 0.00 0.00 . <br />0 <br />00 <br />Apr 31.10 6.22 10.50 14.38 0.049 11.27 17.49 . <br />13 <br />61 <br />May 61.10 12.22 20,71 28.17 0.109 25.17 37.39 . <br />23 <br />71 <br />Jun 104.70 20.94 35.51 48.25 0.190 43.87 64.81 . <br />39 <br />89 <br />Jul 116.20 23.24 39.53 53.43 0.226 52.18 75.42 . <br />40 <br />78 <br />Aug 93.70 18.74 31,83 43.13 0.196 45.33 64.07 . <br />29 <br />63 <br />Sep 64.10 12.82 21.83 29.45 0.141 32.56 45.38 . <br />13 <br />72 <br />Oct 30.60 6.12 10,39 14.09 0.075 17.41 23.53 . <br />7 <br />07 <br />Nov 0.00 0.00 0.00 0.00 0.013 3.09 3.09 . <br />-3 <br />09 <br />Dec 0.00 0.00 0.00 0.00 0.000 0.03 0.03 . <br />-0 <br />03 <br />Jan 0.00 0.00 0.00 0.00 0.000 0.00 0.00 . <br />0 <br />00 <br />Total 501.5 100.3 170.3 230.9 1.0 230 9 331 2 . <br />~ ~~ <br />1. Equals average pro rata diversion associated with 67 acres. taken out of production, based upon diversion records for the Hamp-Bell Ditch from <br />2. Surface Runoff equals 20 percent of diversions; (1) x 0.2. <br />3. Based upon the July 1990 SWSP (Table 6), revised May 1994. ' <br />4. Equals (1) - (2) - (3). <br />5. Based upon a Glover analysis using the following parameters: T = 70,000 gpd/ft, S = 0.2, distance = 460 feet and an aquifer width of 400 feet. <br />6. Equals total of (4) x monthly factors in (S). <br />7. Equals (2) + (6). <br />8. Equals (1) - (7); positive values represent historic depletions to the river and negative values represent accretions <br />~T <br />Dm <br />m ~' <br />mm <br />~. <br />a ~. <br /><. <br />n <br />Z <br />CO <br />N <br />O <br />N <br />_~ <br />T <br />ss-:~ <br />