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<br />Mr. Martin Azcarraga <br />June 7, 2000 <br />Page 2 of 4 <br />r~ <br />The City of Grand Junction requires athirty-foot (30) mining buffer from the south and <br />east drainage and utility easements, a 125-ft buffer from the trailer pazk units, a 26' right- <br />of-way (ROW) buffer along 23 Road, and a 16-ft ROW buffer along G Road. Exhibit C- <br />1drawing from the 112 Permit application depicts [he man-made structures within 200-ft <br />of the permit boundary. <br />The closest man-made structure to the mining azea is a catch basin structure located at the <br />northwest comer of the property, which is owned by the Grand Junction Drainage <br />District. <br />Minine Description <br />The sand and gravel will be mined by a progressive, open pit method. Reclamation for <br />the site will consist of backfilling the site to approximate pre-mining grades. A large <br />amount of import fill will be required, in addition to the existing overburden material, to <br />accomplish [his task. As mining operations occur at the sand and gravel highwall, <br />overburden stripped immediately in front of this highwall will be used as backfill <br />material behind areas that were previously mined. The maximum depth of the mining <br />operations is estimated at 32-ft below the existing ground surface. The "excavation <br />area", which consists of the sand and gravel highwall, the overburden highwall, and <br />backfill azea will be limited to a maximum of three acres at any one time. <br />Groundwater at the site is approximately 12-ft below the ground surface. Therefore, <br />dewatering operations will be required for sand and gravel highwall mining, and backfill <br />placement. <br />Damages to offsite man-made structures, which could occur as a result of the sand and <br />gravel mining operations, include: <br />• Landslide /Slope failures from the sand, gravel, and overburden highwall; <br />• Groundwater Impacts; <br />• Drainage Impacts; <br />• Compaction /Vibration Impacts; <br />• Motor Vehicle accidents; <br />Laudslide / Slope Failures <br />The total mining depth is expected to be approximately 32-ft below the existing ground <br />surface. The closest man-made structure, a catch basin structure, is located 30 feet from <br />the mining area. <br />