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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 13 <br />C. Deliveries to each Recharge Pond; <br />D. Evaporation/Evapotranspiration losses; and <br />E. Net recharge. <br />31. The procedures for determining each of the quantities <br />for the categories set forth in paragraph 30 are described below: <br />A. Deliveries from the Riverside System. Deliveries <br />from the Riverside system will be quantified at a structure known <br />as the "Bruce Weir," which is depicted on Exhibit A and located <br />in the Riverside Canal in the SW/4 of Section 13, Township 5 <br />North, Range 56 West of the 6th P.M. in Morgan County. A contin- <br />uous flow monitoring device will be installed at the Bruce Weir <br />for the purpose of quantifying recharge deliveries to the Headley <br />Recharge and Augmentation Project. <br />B. Losses in the Riverside Canal and Antelope Draw. <br />The Bruce Weir is located approximately 7 miles upstream from the <br />Bank property. A portion of the flows measured at the Bruce Weir <br />will recharge the aquifer lying beneath the channel of the <br />Riverside Canal and Antelope Draw. These recharge flows occur- <br />ring upstream from the Bank property shall be quantified and <br />accounted for separately. In administering this plan for augmen- <br />tation, the following assumptions will be used to calculate the <br />amount of recharge occurring between the Bruce Weir and the Bank <br />property: <br />(1) Whenever the flow at the Bruce Weir is less <br />than 10.0 cfs, it shall be assumed that 95~ of the flow will be <br />recharged upstream from the Bank property. <br />(2) Whenever the flow at the Bruce Weir is <br />greater than or equal to 10.0 cfs, it shall be assumed that 25$ <br />of the flow will be recharged upstream from the Bank property. <br />(3) No recharge occurs in Antelope Draw pursuant <br />to the water rights decreed herein whenever there is natural <br />surface water in Antelope Draw flowing onto the Bank property. <br />C. Deliveries to Each Recharge Site. Deliveries to <br />each Recharge Pond will be estimated based upon known pond <br />capacities and weekly observation of the water levels in each <br />pond. The total delivery to the property will be prorated among <br />the ponds according to their relative capacities, unless a <br />