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<br />Riverside Reservoir and Land Company <br />Riverside Irrigation District <br />Farmers State Bank of Brush <br />Case No. 90-CW-189 <br />Page 14 <br />particular pond is observed to be totally dry for an extended <br />period of time. <br />D. Evaporation/Evapotranspiration Losses. Of the <br />total amount of water delivered to each pond, a certain amount <br />will be lost to the atmosphere through evaporation. Additional- <br />ly, a certain amount may also be lost due to evapotranspiration <br />by vegetation in close proximity to the recharge sites. The rate <br />of evaporation will be estimated according to the average daily <br />values for each month as set forth in the following Table: <br />Daily Evaporation Rates <br />(acre-feet per acre) <br />January 0.00282 July 0.01610 <br />February 0.00503 August 0.01683 <br />March 0.00495 September 0.01100 <br />April 0.00889 October 0.00906 <br />May 0.00610 November 0.00306 <br />June 0.01467 December 0.00202 <br />In addition to the evaporation losses from the exposed water <br />surface, there may be increased evapotranspiration from vegeta- <br />tion in the recharge areas. The exact nature and quantity of <br />these evapotranspiration losses cannot be determined without <br />extensive field surveys. Further, the evapotranspiration rates <br />of various native vegetation species have not been quantified by <br />researchers. Thus, for the purposes of administering this <br />recharge project, it will be assumed that evaporation will occur <br />at the rates described in the table above, over the entire <br />maximum surface area of each recharge site, anytime there is <br />water visible on the surface of the site. This overestimation of <br />water surface evaporation will more than compensate for the <br />losses attributable to evapotranspiration. <br />E. Net Recharoe. Net recharge to the aquifer above <br />the Bank property will be calculated according to the following <br />formula: <br />R~ = L x F / 100 <br />R~ = Recharge above Bank property <br />L = Loss percentage = 95~ for flows less than <br />10.0 cfs <br />= 25~ for flows greater <br />than or equal to 10.0 cfs <br />