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4.Environmental Analysis <br /> L <br /> Creek either enters the San Joaquin River Basin through groundwater aquifers or as a contribution <br /> to the local surface water flow to the San Joaquin River. In consideration of preserving the natural <br /> hydrologic balance of the Hospital Creek, Ingram Creek, and Lone Tree Creek watersheds and <br /> 6. their contribution to the regional hydrologic system,eliminating Hospital Creek could result in a <br /> long term reduction of critical flows to the San Joaquin River. Because the project under Mining <br /> Plan Option 2 would redirect Hospital Creek flows, it would contribute to the cumulative <br /> reduction of flows to the San Joaquin River and thus represents a significant impact. <br /> The amount of surface water in Hospital Creek that is available for infiltration and groundwater <br /> ` recharge is not quantified,but given that Hospital Creek traverses alluvial plain material,its <br /> contribution to groundwater recharge warrants consideration. The magnitude of infiltration along <br /> the entire course of Hospital Creek varies depending on slope gradient and underlying geologic <br /> ` materials. Based on topography,Hospital Creek surface water would likely have higher rates of <br /> infiltration and groundwater recharge east of the proposed project. An indicator of reduced <br /> groundwater recharge would be a measurable decrease in water levels within the shallow, <br /> r unconfined aquifer. Other consequences of reduced surface water recharge are biological impacts <br /> that could occur if water is not available to the root zone of plants due to decreased flows in local <br /> surface water. Because of the uncertainty related to the groundwater contribution of Hospital <br /> Creek and the possibility that recharge to the water table east of the site depends, at least partly, <br /> on contributions of surface water, the elimination of Hospital Creek under Mining Plan Option 2 <br /> is a significant impact. <br /> r <br /> Removal of Hospital Creek from within the boundaries of the project site could result in adverse <br /> impacts to downstream hydrology and recharge and there is uncertainty as to the magnitude of <br /> these impacts. Because of this, appropriate mitigation for the potentially adverse effects of <br /> Mining Plan Option 2 would involve leaving Hospital Creek in its present alignment and not <br /> altering its existing flow regime,as presented in Mitigation Measure 4.8.6. <br /> Mitigation Measures <br /> Measure 4.8.6: The applicant shall implement Mining Plan Option 1 as described in <br /> Chapter 3, Project Description, and as shown graphically in Figure 3-3. Mining Plan <br /> Option 1 requires the applicant to leave Hospital Creek in place, mining both sides with a <br /> 100-foot setback from the centerline of the creek to the top of the mining slope. <br /> Impact Significance After Mitigation: Implementation of Mitigation Measure 4.8.6 <br /> ` would eliminate the downstream hydrologic issues associated with removing Hospital <br /> Creek under Mining Plan Option 2. Implementing Mitigation Measure 4.8.6 would ensure <br /> that significant impacts related to Mining Plan Option 2 would not occur. However, if <br /> Mitigation Measure 4.8.6 is not implemented and Mining Plan Option 2 is identified as the <br /> °i preferred approach to mining adjacent to Hospital Creek,then the impacts to hydrology,as <br /> described above, would remain significant. <br /> r RMC Pacific Vernalis Quarry Mining and Reclamation Project 4.8-32 ESA/203015 <br /> Draft Environmental Impact Report May 2006 <br />