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4.8 Hydrology and Water Quality <br /> industrial groundwater production wells pump from below the Corcoran Clay. Groundwater <br /> above the Corcoran Clay is often of poorer quality, although small domestic wells often obtain <br /> their supply from this water-bearing zone. <br /> r <br /> Groundwater Flow and Water Levels <br /> Regional <br /> Groundwater flow direction in both the upper and lower aquifers was historically northwest and <br /> parallel to the San Joaquin River(Hotchkiss and Balding, 1971). Recent data provided by the <br /> DWR indicates groundwater flow to the north and east,toward the San Joaquin River.The annual <br /> groundwater maps developed by the DWR indicate that the general trend in groundwater flow <br /> direction in the unconfined aquifer zone is influenced by topography and flows eastward from the <br /> Coast Range towards the San Joaquin River. A review of the historic groundwater flow patterns <br /> indicate that the general trend in groundwater flow directions has not significantly changed over <br /> r the past 20 years(Stanislaus County, 1993). <br /> Groundwater maps prepared by the USGS indicate that the regional flow directions in the lower, <br /> confined aquifer are influenced by groundwater pumping patterns(USGS, 2003).Currently,the <br /> general flow direction is toward the north, where groundwater pumping in the vicinity of Tracy <br /> and Stockton has created groundwater depressions(i.e., zones of unsaturated geologic materials <br /> which formerly were saturated). Before the agricultural development of the Central Valley,the <br /> regional groundwater flow direction in the Vernalis area was north and west towards the <br /> Sacramento-San Joaquin Delta(Williamson,et al., 1989). However,increased agricultural and <br /> municipal pumping in the Stockton-Tracy area has modified the general flow direction to the <br /> north as groundwater moves to fill the depressions. <br /> Review of hydrographs for the Tracy Sub-basin indicate that,except for seasonal changes in <br /> recharge and pumping,the majority of water levels in wells have remained relatively stable over <br /> _ at least the last 10 years(DWR,2003a). On average,the Delta-Mendota Sub-basin water levels <br /> increased from 1970 through 1985 about 7.5 feet then decreased from 1985 to 1994. The overall <br /> fluctuation was 2.2 feet from 1970 to 2000. <br /> Local and Project Site Specific <br /> Developing groundwater setting information for this EIR included identifying groundwater wells <br /> within one mile of the proposed project site. The DWR collects groundwater data on a select <br /> number of agricultural and domestic wells in the proposed project area and provides that data to <br /> the public through their internet website. The DWR groundwater monitoring well locations listed <br /> and discussed in this EIR do not include all wells on the proposed project site or in the vicinity. <br /> There are actually three agricultural wells and two domestic wells on the proposed project site but <br /> _ the DWR compiles data on only one, identified as 4S/6E-04N01, which is located in the central <br /> portion of the proposed RMC mine site. The review of DWR groundwater monitoring well data <br /> identified a total of 8 other groundwater wells within a mile of the proposed project. These DWR <br /> r, groundwater monitoring well locations are listed below on Table 4.8-2 and shown on <br /> Figure 4.8-3.This EIR uses data from these DWR groundwater monitoring wells to describe <br /> groundwater level trends in the project vicinity. Offsite groundwater well 4S/6E-05A01 (Costa <br /> r <br /> RMC Pacific Vernalis Quarry Mining and Reclamation Project 4.8-7 ESA/203015 <br /> Draft Environmental Impact Report May 2006 <br /> r <br />