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alluvial aquifer. The interbedded siltstone and claystone of the Arapahoe Aquifer and <br /> associated very low vertical hydraulic conductivity isolates the Arapahoe aquifer <br /> from mine operations and potential releases. Monitoring wells have been installed <br /> around the West and East Areas; therefore, in the unlikely event of a release, possible <br /> impacts to groundwater can be monitored. <br /> Water from the initial dewatering operation and runoff from disturbed areas, piled <br /> material, and operating surfaces will be diverted to the settling ponds for detention and <br /> cleansing. Settling occurs in the trenches, and if necessary, settling ponds will be <br /> constructed at a point prior to discharge. Discharges will be directed to the South Platte <br /> River, at various points as designated within a State of Colorado, Division of Water <br /> Resources, Colorado Discharge Permit System (CDPS) permit. Monitoring of dewatering <br /> will be conducted in accordance with the CDPS discharge permit, which sets forth formal <br /> monitoring parameters including weekly visual monitoring for oil and grease. In <br /> accordance with the CDPS permit requirements, a Stormwater Management Plan <br /> (SWMP) will also be developed for this site. The SWMP identifies potential sources of <br /> pollution that may reasonably be expected to affect the quality of stormwater runoff from <br /> areas around the site and describes the implementation practices to be used to reduce <br /> the pollutants in stormwater discharges associated with the facility. <br /> Potential impacts to wells. <br /> The slurry walls and underdrain will be constructed prior to mining. The underdrain is <br /> designed to mitigate impacts to the hydrologic balance. No excavation will occur along <br /> the conveyor alignment other than road crossings under Tucson Street and Baseline. <br /> Impacts to neighboring wells are not anticipated. <br /> Review of permitted wells on August 4, 2021 indicated seven wells completed in the <br /> alluvial aquifer within approximately 600 feet of the mine limit. Other wells are screened <br /> in bedrock. The wells screened in the alluvium include wells owned by Aggregate <br /> Industries and others to monitor site water levels. Wells owned by others, screened in <br /> the alluvium, not used for monitoring purposes, and within approximately 600 feet of the <br /> mine limits are described below. In the unlikely case that that impacts to these wells due <br /> to mining occur, mitigation measures are described below. <br /> Gary A. and Delores R. Baker <br /> The Baker well (Permit#10310) is located south of the West Area about 500 feet from <br /> the mine limit. It is classified as stock watering only at 15 gpm. This well is upgradient of <br /> the site and is unlikely to be affected by the mine due to the presence of the slurry wall. <br /> San Martin Caballero, LLC <br /> The San Martin Caballero, LLC well (Permit#202569-A) is located approximately 500 <br /> feet south of the East Area. It is classified as domestic at 15 gpm. This well is upgradient <br /> of the site and is unlikely to be affected by the mine due to the presence of the slurry <br /> wall. <br /> Jason L. Murphy <br /> The Jason L. Murphy well (Permit#254461-A) is located approximately 500 feet south of <br /> the East Area. It is classified as domestic and stock at 15 gpm. This well is upgradient of <br /> the site and is unlikely to be affected by the mine due to the presence of the slurry wall. <br /> Aggregate Industries—Tucson South Amendment—MLRB 112 Permit Application <br /> Exhibit G-2 <br />