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a <br /> a:w <br /> DU POW Bi0S\-,tt`11JS <br /> Page 9 <br /> August 10, 1989 <br /> Job No. 211-71-6 <br /> A geologic cross section, included in the C-<,fornia Department of Water Resources Bulletin 146 <br /> (1967), shows the alluvial deposits are uno, 'yin by a relatively thick sequence of continental- <br /> derived sediments which include the Victor Formation (Pleistocene-age) and the Plio-Pleistocene <br /> Laguna Formation. The volcanic and volcaniclastie Mehrten Formation of Miocene to Pliocene- <br /> age underlies the Laguna Formation at a depth of approximately 800± feet. The U.S.G.S. Open <br /> File Report 82-737 (by Harwood and Helley, 1982), showing depth to basement bedrock in the <br /> Sacramento Valley, indicates that bedrock beneatl, the project site is located at an elevation of <br /> approximately-2,400 meters(-7,870 f feet). U.S.G.S. Water Resources Investigation Report 45- <br /> 73 by R.W. Page shows that the base of the post-Eocene continental deposits lies at a depth of <br /> approximately 2,500 feet. <br /> The Douglas Gas Station is located in the north-central portion of the Eastern San Joaquin County <br /> Ground Water Basin as shown in California Department of Water Resources Bulletin 118-80 <br /> (1980), The San Joaquia County Ground Water Basin is traversed by the Stanislaus River <br /> (southern boundary cf the basin), the Calaveras River, the Mokelumne River(northern boundary <br /> of the basin),and several other smaller surface streams which drain in a westerly direction towards <br /> the San Joaquin River(the western boundary of the basin). The nearest major sources of ground- <br /> water recharge to the project site are the Mokelume River,located about 13/4 miles to the north, <br /> and a number of percolation basins and the South Main Canal (located about 1 3/4 miles to the <br /> west), c <br /> In the Lodi area the large production water wells are screened within the alluvial deposits, the <br /> Victor Formation,and the Laguna Formation. The overall permeability of these units is considered <br /> fairly high (California (Department of Water Resources Bulletin 146, 1967). Sand and grave! <br /> deposits have the highest transmissivities and are the main water-bearing units; the Sat and clay <br /> layers generally have lower transmissivities. Ground water in this area is generally unconfined or <br /> semi-confined (CDWR Bulletin 146, 1967). <br /> The elevation of ground water, as indicated on the Regional Ground-Water Map (Figure 4), is <br /> shown to be at approximately mean sea level (MSL). This map was prepared by the California <br /> s,. <br /> Department of Water Resources for water levels measured during the spring ^f 1980. Earlier <br /> potentiometric maps for 1950 and 1964 show the;around water elevation in the site vicinity to be <br /> 10 feet MSL and 0 feet MSL,respectively. These three California Department of Water Resources <br /> maps show the regional ground-water gradient at the site is directed to the south, towards the City <br /> of Stockton where the ground water is subjected to extensive pumping and withdrawal (CDWR <br /> Bulletin 146). <br /> Water Well Locations <br /> We contacted the State Department of Water Resources(Betty Swatsenbarg)regarding production <br /> "� wells(domestic and irrigation wells)located in the adjacent area and reviewed well data presented <br />