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David Heintz <br />March 20, 2015 <br />Page 2 of 5 <br />DEPLETIONS <br />During this plan year, the maximum exposed surface area total of 17.2 acres within the Active <br />Pit (16.7 exposed acres) and the Unused Wash Pond (0.5 acres). You have submitted an <br />analysis that shows the calculated evaporation, effective precipitation, and resultant net <br />replacement obligation in the attached Tables 1 and 2. You have also performed a depletion <br />analysis based upon the net replacement obligation and the aquifer characteristics to show <br />the lagged depletion schedule to the Arkansas River, as presented in that attached Table 3. <br />The total lagged depletions for this plan year are estimated to be 59.93 acre -feet (57.92 acre - <br />feet from the Active Pit, 1.71 acre -feet from the Unused Wash Pond, and 0.3 acre -foot from <br />the sanitary/ miscellaneous well). During the April 1, 2015 through March 31, 2016 plan year, <br />the site excavations will not expose any additional ground water. No mining or dewatering <br />will take place during this plan year unless an amendment to this plan is approved. <br />Stream depletion analyses for both the Active Pit area and the Unused Wash Pond (attached) <br />used the Stream Depletion Factors of 7.3 days for the Active Pit and 120 days for the Unused <br />Wash Pond, obtained from the USGS Publication 72 -192 "Stream Depletion Factors, Arkansas <br />River Valley, Southeastern Colorado ". For the purpose of this SWSP approval, it was assumed <br />that the well operating under Permit No. 66042 -F has, and will continue, to pump at a steady <br />state condition; therefore, no lagging was analysis was performed to calculate the stream <br />depletion. Please note this is the last plan approval that lagging analyses utilizing Stream <br />Depletion Factors obtained from USGS Publication 72 -192 will be allowed without <br />justification of the method; otherwise, please utilize lagging analyses which incorporate <br />methods that are physically relevant to this site (ie a Glover analysis with no flow <br />boundary) in all future plan renewals. <br />REPLACEMENTS <br />The source of replacement water is the Arkansas Groundwater Users Association ( "AGUA "), <br />and the 1 -year lease agreement covering this plan year. The amount of the lease water is for <br />61 acre -feet of fully consumable water. This volume of water will be delivered to a point on <br />the Arkansas River in Section 34, Township 20 South, Range 63 West of the 6th P.M., which is <br />directly adjacent to the Rich Pit; therefore, transit losses will not be assessed. The lease <br />with AGUA will provide sufficient replacement water for depletions at the Rich Pit over the <br />plan year, and will be delivered according to the schedule outlined in Column 5 of the <br />attached Table 3. A copy of the 1 -year lease agreement dated February 2, 2015 and covering <br />the period April 1, 2015 - March 31, 2016 is attached. <br />In accordance with the letter dated April 30, 2010 from the Colorado Division of Reclamation, <br />Mining, and Safety ( "DRMS "), a source of renewable long -term replacement water sufficient <br />to cover evaporative depletions has not been secured for this plan. At this time Martin <br />Marietta plans to proceed with the option to mitigate long -term injurious stream depletions <br />that result from mining- related exposure of groundwater according to the original plan <br />submitted by LaFarge to install a slurry wall liner for use as water storage for lining and /or <br />backfilling the pit. The Rich Pit has a bond totaling $344,500 to cover the cost of the <br />remediation (Bond No. 44284559). <br />of - c <br />1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 F 303.866.3589 www.water.state.co.us I y� 01 <br />1876: <br />