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2012-06-22_HYDROLOGY - M1983067
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2012-06-22_HYDROLOGY - M1983067
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Last modified
4/21/2025 2:14:46 PM
Creation date
6/25/2012 3:45:12 PM
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DRMS Permit Index
Permit No
M1983067
IBM Index Class Name
HYDROLOGY
Doc Date
6/22/2012
Doc Name
SUBSTITUTE WATER SUPPLY PLAN
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ARCADIS
Email Name
BMK
Media Type
D
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Mr. Kathryn Cloutier <br />Stagecoach SWSP <br />June 5, 2012 <br />Page 2 <br />dewatering trench and sump. Gross evaporation at this site is estimated to be 45 inches (3.75 feet) <br />per year with an effective precipitation amount of 0.83 feet. This equates to an annual evaporative <br />Toss of 0.15 acre -feet for the 0.05 acres of ground water exposed at the Site. It is estimated that <br />437,100 tons of aggregate will be mined during 2012. Assuming a moisture content of 4% by weight, <br />the moisture loss for water entrained with the mined product is estimated to be 12.86 AF per year. <br />The Applicant has estimated 1 acre -foot of ground water will be used for dust control at the site during <br />2012. See Tables 1 and 2 for the monthly breakdown of these projected depletions. <br />Depletions at the Site do not hit the river instantaneously and must therefore be lagged back to <br />the river. The Applicants engineer estimated the lagged depletions that occur due to gravel mining by <br />using the Glover equation (Glover and Balmer, 1954). The distance between the exposed water at <br />the pit and the stream edge is 810 feet as measured from the centroid of the slurry wall to the <br />perpendicular distance to the South Platte River. A transmissivity value of 100,000 gallons per day <br />per foot was used as well as a specific yield of 0.2. For the purposes of this SWSP it was <br />conservatively assumed that the depletions at the exposed water at the Site would occur for the <br />duration of this SWSP which is longer than the anticipated period to complete and have fully certified <br />the slurry wall. The equation was calculated from t = 0 to t = 10 years. The river depletion analysis <br />shows that the Stagecoach Stop Pit's stream depletion will equal approximately 12.09 acre -feet during <br />2012. The estimated monthly lagged depletions are provided in Table 2. <br />Replacements <br />The source of replacement water for this plan will be provided by leased fully consumable <br />water from the City of Aurora. Aurora will deliver the water to the river as effluent from the Metro <br />Wastewater Treatment Plant located approximately 12 miles upstream of the mining operation. As <br />such, a transit loss of 6% (0.5% per mile) is assessed on all deliveries made by Aurora to be used at <br />the Stagecoach Stop Pit. A copy of the May 17, 2011 lease, and the May 22, 2012 amendment has <br />been provided to this office and is attached to this letter. This lease is also shared with the <br />neighboring Worthing Pit and provides sufficient replacement water for Stagecoach Pit in 2012 with <br />the exception of months April, May, November, and December. Therefore the duration of this SWSP <br />approval is only for June 1, 2012 through October 31, 2012. See Table 3 for the monthly replacement <br />schedule. It is noted that the pending slurry wall leak test should be completed prior to October 31, <br />2012. Should the wall be found to leak in excess of allowable rates, an amendment will be required to <br />this SWSP. <br />Long Term Augmentation Requirements <br />In accordance with the letter dated April 30, 2010 from the Colorado Division of <br />Reclamation, Mining, and Safety ( "DRMS "), all sand and gravel mining operators must comply with <br />the requirements of the Colorado Reclamation Act and the Mineral Rules and Regulations for the <br />protection of water resources. Specifically gravel pit operators are required to show that they can <br />comply with any long term augmentation requirements once mining operations are completed. The <br />reclamation plan for the Site includes lining the site with a slurry wall thereby creating a water storage <br />reservoir. Once the slurry wall is approved by the State Engineer's Office as meeting the design or <br />performance leakage rate, native ground water trapped within the slurry wall may be removed from <br />within the lined area and returned to the stream system through surface flow or ground water recharge <br />without need for replacement, so long as the operator does not put the water to beneficial use. Water <br />that is legally stored in the lined reservoir will not be assessed evaporative losses that must be <br />replaced to the river. Therefore long term augmentation will not be required. AFS holds a bond <br />through DRMS in the amount of $231,191 which can be used to complete the reclamation plan in the <br />unlikely event the operator walks away from the Site before reclamation is complete. <br />
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