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final decree is entered, with temporary approval from the SEO. An SWSP can only be <br /> approved for one year, but the applicant may request renewal of the SWSP by repeating the <br /> application. <br /> There are no existing wells on the Rifle Pit property. Nearby wells that have been identified <br /> are located Figure 4 Exhibit C, using GIS data from the DWR-SEO. The closest operating <br /> wells are on the adjacent property to the north, owned by Colorado River Ranch. LLC but <br /> are over 600 feet from the permit boundary. If any impact is detected by the well owners. <br /> SCI will work with them to restore full function of said wells. Two other wells within 600 feet <br /> of the permit boundary have been identified but are unused. <br /> 8.3 Surface Water <br /> The Colorado River is generally located north of the mining area and comes as close as <br /> approximately 0.25-mile northwest of the mining area. The property currently has a return <br /> channel of the Last Chance Ditch, which generally bisects the property from east to west <br /> and discharges into the Colorado River. The Last Chance Ditch is located south of the <br /> property on the south side of Interstate 70. The wetlands that are on site were created by <br /> irrigation activities, see Section 4.3 discussion. and will likely disappear in a relatively short <br /> period of time following the onset of dewatering. An existing irrigation taiiwater ditch runs <br /> across the property east to west and ultimately discharges into the Colorado River. This <br /> tailwater ditch will be realigned around the Rifle Pit property along the eastern and northern <br /> property boundaries. See Figure 4, Exhibit C. <br /> 8.4 Water Management <br /> Incidental runoff moving away from pits and working areas will be controlled using standard <br /> stormwater Best Management Practices (BMPs). A Colorado Discharge Permit System <br /> (CDPS) Construction Stormwater Permit will be acquired from the CDPHE-WQCD prior to <br /> any discharge. <br /> 8.5 Project Water Requirements <br /> Rule 6.4.7 requires the operator/applicant shall provide an estimate of the project water <br /> requirements including flow rates and annual volumes for the development, mining and <br /> reclamation phases of the project. The following subsections outline the estimated project <br /> water requirements estimating methods with a summary of the annual active mining and <br /> post-mining demands shown in Table 3 and Table 4, respectively. <br /> 8.5.1 Water Requirements During Mining Phase <br /> During active mining, depletions to the Colorado River will occur from water lost with mined <br /> aggregate (trucked offsite with mined aggregate) and water used for dust control. Depletions <br /> are not expected from evaporation associated with dewatering efforts; SCI plans to intercept <br /> any groundwater with perforated pipe and pump it to the tailwater ditch without evaporation. <br /> Gravel pit operations also typically include domestic or commercial indoor uses; however, <br /> SCI expects to provide trucked water from offsite for indoor water use. <br /> 8.5.2 Water Lost with Mined Aggregate <br /> SCI estimates a production rate of 200,000 tons of aggregate per year. or 16.667 tons per <br /> month assuming a year-round operation. DWR-SEO uses a standard assumption that <br /> 27 <br />