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Mr. Mark A. McLean, P.E. <br />DeBeque Pit SWSP <br />is contiguous with the added pond area. After mining operations are completed, the site will be reclaimed <br />as an unlined ground water pond with a surface area not to exceed 11.6 acres and with a net depletion of <br />27.62 acre -feet during the April through October call period. The proposed sources of replacement water <br />for this pit are 40.7 acre -feet of historical net stream depletions during April through October from the dry- <br />up of 19.1 acres of land historically irrigated lands with 6.1 shares of the Larkin Irrigation Company <br />( "Larkin Ditch ") and a dewatering credit of 67 acre -feet per year. The post mining depletions will also be <br />covered by the dedication of the 6.1 shares in the Larkin Ditch. <br />In accordance with the letter dated April 30, 2010 (copy attached) from the Colorado <br />Division of Reclamation, Mining, and Safety ( "DRMS "), all sand and gravel mining operators <br />must comply with the requirements of the Colorado Reclamation Act and the Mineral Rules and <br />Regulations for the protection of water resources. The April 30, 2010 letter from DRMS requires <br />that you provide information to DRMS to demonstrate you can replace long term injurious <br />stream depletions that result from mining related exposure of ground water. The DRMS letter <br />identifies four approaches to satisfy this requirement. The 4 approach requires <br />documentation to identify what water rights or other permanent water source will be dedicated <br />to the SWSP to assure that all permanent depletions from either an unforeseen abandonment of <br />the site by the Applicant or as a result of long term ground water exposure after completion of <br />mining and reclamation will be replaced so as to prevent injury to other water rights <br />In accordance with approach no. 4, you have provided an affidavit dated December 21, <br />2011 that dedicates 6.1 shares of Larkin Ditch water (2 shares were already dedicated to this pit <br />in the augmentation plan approved in case no. 2005CW076 and an additional 4.1 shares of <br />Larkin Ditch are dedicated as replacement water solely for this SWSP) for as long as there are <br />depletions at this gravel pit site or until such time as another replacement source is obtained. <br />A copy of the affidavit is attached to this letter. For the purposes of this SWSP, this affidavit <br />will be accepted for the dedication of the shares; however, if the State Engineer determines that <br />a different affidavit or dedication process is necessary to assure proper dedication of the <br />shares, additional information may be required prior to future SWSP approvals. <br />Depletions <br />April 12, 2013 <br />Page 2 <br />The anticipated net depletions for this plan are 159.13 acre -feet per year. The exposed ground <br />water area during the plan period will vary from 5.6 acres during active dewatering (based on 3.6 acres of <br />the existing pond and not more than 2 acres exposed in the dewatering trenches) to 9.7 acres when the <br />dewatering system is shut off. According to the information submitted, no water surface was exposed <br />within the reclamation permit boundary prior to January 1, 1981. <br />You have provided a monthly breakdown of the annual depletions made up of 21.15 acre -feet of <br />evaporative loss, 1.5 acre -feet of water used and consumed for dust control, and 5.88 acre -feet of water <br />lost with the mined product (which represents 200,000 tons of mined product per year). A phreatophyte <br />credit of 3.4 acre -feet has been applied to this plan, reducing the evaporative loss to 17.75 acre -feet per <br />year. The attached Table 2 depicts the projected consumptive use including evaporation losses and <br />operational losses. <br />The IDS AWAS stream depletion model was used to determine the lagged depletions to the <br />Colorado River. The aquifer characteristics used in the model are based on the lagging parameters <br />decreed in Case No. 2005CW76 and they are: transmissivity (T) = 50,880 gallons per day per foot and <br />specific yield (SY) = 0.2, the distance of the exposed ground water to the stream =150 feet, and the <br />location of the parallel impermeable boundary was estimated to be 2,000 feet from the stream. The <br />lagged stream depletions for the period of this SWSP are estimated at 158.73 acre -feet for the period <br />4 <br />