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Mr. Jared Dains, E.I. Page 2 of 8 <br />June 22, 2011 <br />whether open mining operations continued or were reactivated on or after that date. The Water <br />Court effectively held that Senate Bill 120 of 1989, as amended in Senate Bill 93 -260, exempted <br />all pre -1981 exposed ground water regardless of whether open mining operations continued or <br />were reactivated on or after January 1, 1981. Accordingly, for the 67.6 acres of ground water <br />currently exposed at the Greeley Pit, replacement of evaporative depletions is only required <br />from the 27.4 acres (67.6 — 40.2 = 27.4) exposed after December 31, 1980. The area exposed <br />prior to January 1, 1981 is shown on the attached Figure 1, dated July 13, 2010. The <br />exception to the requirement to replace evaporative depletions for the pre -1981 area is <br />tied to the 5.7 -acre pond, the 21.2 -acre pond, and the 13.3 acres of the 40 -acre pond <br />identified on Figure 1, dated July 13, 2010, and may not be applied to other areas of <br />ground water exposure within the gravel pit permit boundary. An additional 5.9 acres of <br />ground water will be exposed during the first year of this plan period, and 0.8 additional acres <br />will be exposed during the second year of this plan period, as shown on the attached Figure 2. <br />Net evaporative depletions were calculated using a gross annual evaporation of 45 <br />inches from the exposed water surface, with a credit of 9.81 inches for effective precipitation. <br />Based on monthly average temperatures reported for the Greeley UNC weather station, ice <br />cover was assumed for the months of December and January, therefore no evaporative <br />consumptive use was charged for those months. However, for the purposes of this SWSP, the <br />Applicant shall replace the net evaporative depletions from the exposed ground water surface <br />area that may occur during the assumed ice cover period (December and January) for any time <br />that the pit is not completely covered by ice. The net depletion of ground water due to <br />evaporation from the surface area of the Greeley Pit exposed after December 31, 1980 was <br />calculated to be 84.91 acre -feet during the first year of this plan and 93.79 acre -feet during the <br />second year of this plan, as shown on the attached Table 1. <br />The Applicant has estimated that 1.00 acre -foot of water will be used for dust control <br />purposes from March to October of each year. <br />The Applicant anticipates mining 69,000 tons of material during the first year of this plan <br />and 7,500 tons during the second year of this plan period. The material is mined below the <br />water table and is not washed; therefore the water retained in the mined product is considered <br />to be 4.0% of the mined material by weight. The water removed in the mined product is <br />estimated to be 2.03 acre -feet for the first year of this plan and 0.22 acre -feet for the second <br />year of this plan period. <br />This plan also accounts for water removed from the tributary stream system by the <br />"intermittent fill" of the gravel pit. The "intermittent fill" is the water that fills an unlined gravel pit <br />and occupies the volume previously occupied by the removed material. For the Greeley Pit, the <br />"intermittent fill" was calculated in accordance with the General Guidelines for Substitute Water <br />Supply Plans for Sand and Gravel Pits, using a specific weight of 125 pounds per cubic foot and <br />a porosity of 45 %. Based on the above, the water removed by the "intermittent fill" was <br />determined to be 11.91 acre -feet for the first year of this plan and 1.29 acre -feet for the second <br />year of this plan period. <br />The total consumptive use of ground water at the Greeley Pit (including evaporative and <br />operational losses) is estimated to be 99.85 acre -feet for the first year of this plan period and <br />96.31 acre -feet for the second year of this plan period. <br />A stream depletion model using the Glover infinite aquifer condition was used to <br />calculate the lagged depletions to the Cache La Poudre River. The following parameters were <br />40 <br />