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Mr. Joe Kraig Page 2 of 4 <br />December 30, 2011 <br />depletions that result from mining related exposure of ground water. The DRMS letter identified <br />four approaches to satisfy this requirement. In accordance with approach nos. 1 and 3, you <br />have obtained a bond for $1,050,152 through DRMS for lining or backfilling of the exposed <br />ground water. <br />Depletions <br />You have estimated that 2.0 acres of ground water surface remains exposed at the Heit <br />Pit in the settling ponds. Net evaporative depletions were calculated using a gross annual <br />evaporation of 44 inches from the exposed water surface, with a credit of 9.05 inches for <br />effective precipitation. The net depletion of ground water due to evaporation from the 2.0 acres <br />of ground water exposed at the site was calculated to be 5.82 acre -feet. <br />The settling pond water is used onsite for washing aggregate and dust control. The <br />onsite production well, permit no. 66319 -F (WDID 0205038), will also be used for dust <br />suppression and the washing of mined aggregate. You have estimated that a total of 1.0 acre - <br />feet of ground water will be used for dust control purposes at the site during this plan period. <br />You have projected washing up to 485,000 tons of mined aggregate a year. The annual <br />consumptive use for aggregate washing was estimated at 10.7 acre -feet using a depletion factor <br />of 3 percent by weight. There will be no concrete production at the Heit Pit during this plan <br />period. <br />The Glover method was used with to lag evaporative and operational depletions to the <br />South Platte River. The following parameters were used in the model: transmissivity (T) = <br />140,000 gallons per day per foot, distance (X) from the surface of the exposed ground water to <br />the river = 2,750 feet for evaporation losses and 3,000 feet for operational losses, distance (W) <br />from the aquifer boundary through the exposed ground water to the river channel = 10,000 feet, <br />and specific yield (SY) = 0.2. The location of the stream depletion is assumed to be <br />perpendicular to the river. Lagged depletions for this plan period will total 17.42 acre -feet. <br />Replacements <br />The proposed source of replacement water for the Heit Pit is a total of 42.48 acre -feet of <br />fully consumable effluent leased from the City and County of Broomfield ( "Broomfield "). Of this <br />amount, 20.46 acre -feet will be used for replacement purposes under this SWSP. The lease <br />was extended for a one -year period beginning September 1, 2011 and ending August 31, 2012. <br />The replacement water will be released from Broomfield's wastewater treatment plant (WDID <br />0201021), which is located on Big Dry Creek approximately 29.75 miles upstream from the Heit <br />Sand and Gravel Mine. Of the 20.46 acre -feet of leased replacement water from Broomfield, <br />approximately 15% (3.04 acre -feet) will be lost during transit, based on a transit loss of 0.5% per <br />mile for the 29.75 miles from the Broomfield wastewater treatment plant to the Heit Sand and <br />Gravel Mine. The amount of Broomfield replacement water that reaches the Heit Sand and <br />Gravel Mine is 17.42 acre -feet, sufficient to cover the projected lagged evaporative and <br />operational depletions for this plan period. The monthly depletions and replacement deliveries <br />are found on the attached Table 3. <br />Conditions of Approval <br />I hereby approve the proposed substitute water supply plan in accordance with §37 -90- <br />137(11), C.R.S., subject to the following conditions: <br />