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EXHIBIT G — Water Information <br />SUMMARY: This operation is expected to neither directly nor indirectly affect surface and ground water systems. <br />No irrigated land will be taken out of production; separate request will be made to use some irrigation water for dust <br />control, washing of aggregate, and related uses during mining, primarily by using water purchased from water rights <br />holders under a temporary water supply plan. The mining and reclamation as planned has no reasonable potential <br />to significantly and adversely impact on surface or groundwater quality or quantity. Reclamation may leave small <br />basins for infiltration and evaporation of runoff; if water is available and excavation to water table is done in mining, <br />some small ponds may be left as features of final reclamation. <br />G -1. SURFACE WATER MANAGEMENT: <br />WATER AND DRAINAGE: Since mining will be executed as sidehill cuts and will slope down into the hillside, <br />including the ridge of 200 feet width between the mining and the Harris Ditch, runoff which has come in contact with <br />exposed bare soil or raw materials will be contained as much as possible to infiltrate, rather than discharge overland <br />or in outfalls. Infiltration areas to allow water to soak into the ground will be maintained at the toe of the face of the <br />pit, and will allow dewatering if necessary, to prevent illicit retention of water, and with permitted discharge to the <br />river if required (as permitted by storm water permit). The plant site will have detention /sediment basins. Drainage <br />through reclaimed areas will be a permanent part of final reclamation. <br />Temporary structures (swales and berms) will be constructed on the floor of the pit and in stripped areas to (1) <br />prevent erosion, (2) divert water from active mining areas and (3) convey water to reclamation and long -term <br />stockpile areas, or to a discharge point or sediment/infiltration basin. The goal is to prevent any surface discharge of <br />water from disturbed areas which have not been reclaimed. The drainage from the active areas will be controlled <br />and treated as required by water quality regulations3 and permits to ensure that no sediment from the pit is <br />discharged into the San Juan River. <br />The pit floor and plant site floors are intended to be below the surrounding land and there will be no discharge under <br />normal conditions from these areas during mining and plant operations /materials storage. A berm will be left on the <br />river side of those areas to be mined on the west edge of the mining area, both for storm water control and for <br />safety. Since discharge is to be avoided as much as possible, and only after water has accumulated for a length of <br />time, it is not expected that discharge temperature regulation may be required. The San Juan River is a rated Cold- <br />water fishery above Navajo Lake. <br />No dewatering is anticipated, as ground flow through undisturbed mineable material on the west side of the pit will <br />continue. Prevention or significant limits on surface discharge will minimize erosion, sedimentation, and traffic <br />problems. As necessary, stockpiles may have perimeter ditches /swales and berms with silt fence, straw bales, or <br />rock check dams, to reduce /prevent sediment in any runoff, and reduce soil loss. Water used for washing of <br />material and dust control will not be discharged, but will be recirculated /recycled as much as possible, and otherwise <br />allowed to infiltrate into the ground. <br />3 This is described in the surface water management plan, prepared for the CDPS (CDPHE -WQCD) permit, which provides <br />detailed information. <br />C &J Gravel Products, Inc. Page 29 01 JAN 2015 <br />Application for Permit: Two Rivers Pit M -2015- C &J- TRP -V5 -001 <br />