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Potential Mining Impacts <br /> Tucson South Resource Groundwater Modeling Study on the Hydrogeologic Effects of <br /> Mining, prepared by Tetra Tech RMC dated August 2004 was submitted as a referral <br /> response to DRMS August 3, 2004. The study is on record with the original application <br /> and attached herein for reference. A groundwater monitoring and mitigation plan <br /> was submitted to the Division as part of an adequacy response to Mr. Larry Oehler dated <br /> November 22, 2004 (in pages 17 -19). The plan was reviewed and approved by the <br /> Division as part of the original permit for the site. A copy of the approved Groundwater <br /> Monitoring and Mitigation Plan is described below. <br /> The hydrogeologic conditions have changed since the 2004 report. However, many of <br /> the changed conditions were considered in the 2004 model. The Challenger Pit north of <br /> the West Area has been reclaimed as a lined storage reservoir. The triangle-shaped <br /> parcel north of the East Area has been backfilled with fines. The Greenhouses in the <br /> northeast corner of the West Area and the small property located entirely within the East <br /> Area are now owned by the City of Aurora and will be mined and reclaimed as part of the <br /> water storage reservoir. <br /> The 2004 report presented eight hydrogeologic scenarios that address the various <br /> conditions and associated groundwater impacts of the for the life of Tucson South Mine. <br /> Scenario 6 described on pages 9 and 10, illustrated on Figures 9 and 10, represent the <br /> current conditions with two exceptions: <br /> 1. The wells at the Greenhouse property, now owned by Aurora, will be removed during <br /> mining, and <br /> 2. A previously permitted area located south of Highway 7 will not be mined (in the <br /> groundwater model this area was assumed to be wet mined. The net results are likely <br /> minimal). <br /> The changes due to the Aurora property and the absence of mining of the South cell do <br /> not have a material impact on the model simulations. <br /> The model indicates that after installation of the slurry wall, groundwater will mound up <br /> to approximately six feet along the western and southern edges of the West Area. Given <br /> the rise in groundwater level west of the slurry wall, the mining operations will not <br /> increase seepage from the Brighton or Brantner ditches. Similarly, the model indicates <br /> that there will be minimal rise in groundwater level south of the East Area. This is due to <br /> the proximity of the South Platte River. <br /> As mentioned above, Todd Creek Farms Metropolitan District#1 (Todd Creek) operates <br /> several water supply wells between the South Platte River and the slurry wall of the East <br /> Mine Area. Todd Creek is aware of the future slurry wall and has an agreement with Al <br /> acknowledging the construction of the slurry wall and potential impacts to well yields. <br /> Groundwater flows from south-southwest to north-northeast, roughly parallel to the <br /> South Platte River. Consequently, there will be very little if any "shadow effect" (decline <br /> in groundwater level) in the Morgan Smith Natural Area. The proximity of the River also <br /> minimizes the impacts of groundwater levels in the Morgan Smith Natural Area. <br /> The modeling (Scenario 6, Figures 9 and 10) indicates there will be a shadow effect <br /> north of the mine in the narrow strip of unmined alluvial aquifer beneath Tucson Street. <br /> Aggregate Industries—Tucson South Amendment—MLRB 112 Permit Application <br /> Exhibit G-6 <br />