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Thomas A. Williamsen, P.E. <br />October 21, 2015 <br />Page 2 <br />with the water commissioner prior to installation of the measuring and recording devices and <br />obtain approval of the measuring and recording devices from the water commissioner after <br />installation. In addition, the Applicant must provide accounting as required by the division <br />engineer and water commissioner to show that water is not stored in Nyholt-Mann Lake out - <br />of -priority. <br />Depletions <br />The depletions that will be covered by this SWSP are limited to evaporation from the ground <br />water exposed to the atmosphere, after December 31, 1980. According to the decree granted <br />in case no. 05CW146 the water surface area of the Nyholt-Mann Lake is 65.5 acres of which 14 <br />acres was exposed prior to January 1, 1981. Pursuant to 537-90-137(11)(b), C.R.S., and Case <br />No. 2009CW49, a gravel pit operator or property owner does not need to replace depletions that <br />occur due to evaporation from ground water exposed prior to January 1, 1981 ("pre -81 ") as a <br />result of open mining of sand and gravel, regardless of whether mining continued after December <br />31, 1980 ("post -1980"). The applicant provided a report dated April 16, 2012 in order to meet <br />the burden of proof required under 537-90-137(11)(b), C.R.S., and claim pre -81 credits at this <br />site. The pre -81 credit is tied to this physical location and may not be reallocated to other areas <br />within, or outside of, the mining boundary. The groundwater surface area that will be <br />considered under this SWSP is the 51.5 acres exposed after December 31, 1980. Depletions <br />from past mining operations have already depleted the stream system. <br />In accordance with the decree granted in Case No. 05CW146, the average annual gross <br />evaporation rate is 45 inches. The average monthly gross evaporation rate was determined by <br />distributing this annual rate according to the monthly factors given in the General Guidelines <br />for Substitute Water Supply Plans for Sand and Gravel Pits (updated April 1, 2011) for <br />elevations below 6500 feet msl. The average gross monthly evaporation was reduced by the <br />average monthly effective precipitation. The annual gross precipitation rate for this location is <br />approximately 14.47 inches, based on average annual precipitation from 1973 through 2003, <br />taken from the Brighton weather station. The effective precipitation is 10.13 inches (14.47 <br />inches X 70%). The anticipated consumptive use for this SWSP is 149.8 acre-feet per year, as <br />shown on the attached Table 1. <br />In accordance with the decree in Case No. 05CW146, depletions resulting from evaporation wilt <br />be lagged to the stream using the Glover equation with the following model parameters: <br />Transmissivity 100,000 gallons per day per foot, Specific Yield 0.20, and distance from the lake <br />to the river 140 feet. <br />The monthly lagged depletions are shown on the attached Table 1. <br />Replacements <br />A lease of 158.6 acre-feet of fully consumable water provided by the City of Aurora ("Aurora") <br />will be used to make replacements during the SWSP plan period. The releases will be made <br />from the Metro Waste Water Reclamation Facility (WDID 0200700) located on the South Platte <br />River approximately 11 miles upstream of Nyholt-Mann Lake. The Applicant has leased <br />adequate water to account for a 5.5% (0.5% per mile) river transit loss. <br />