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_ 5 <br /> VY r\ <br /> l <br /> 1 <br /> Y� <br /> 2. HYDROGEOLOGY <br /> w: <br /> i < <br /> 2. 1 REGIONAL HYDROGEOLOGY <br /> } The geological formations in the Stockton area can be classified <br /> in two general groups: semiconsolidated saline-water-bearing <br /> units and overlying unconsolidated fresh-water--bearing units. <br /> The semiconsolidated rock units are composed of materials of the <br /> Mehrten and the Valley Spring formations. These formations are <br /> of volcanic origin and contain andesitic and rhyolitic breccia, <br /> tuff, and ash. The ground pater within these two formations is <br /> saline; it is separated from the overlying fresh-water-bearing <br /> units by an impermeable bed within the upper Mehrten Formation. <br /> i The unconsolidated units consist of alluvial sediments of the <br /> Victor Formation, Arroyo Seco Gravel, and Laguna Formation. <br /> These formations, composed of gravels, sands, . silts, and clays, <br /> t have a total thickness of approximately 1 ,000 feet. Good quality <br /> �? ground water is present in these units, under generally uncon- <br /> fined aquifer conditions; although winor confined aquifers exist. <br /> r A previous study (DWR 1955 ) had indicated that a "barrier effect" <br /> #' existed between the poor-quality chloride waters on the west and <br /> the good-quality waters flowing into the Stockton area from <br /> Sierran sources to the east. Results of a later investigation <br /> 3 (DWR 1967 ) indicate that no such barrier exists: that in fact, <br /> - ' water of poor quality is migrati-ag into the Stockton area .from <br /> the west, at a rate governed by the laws of fluid mechanics, the <br /> constant geological parameters, and the variable current i = <br /> hydraulic parameters by which ground water is controlled. There <br /> are no lithologic, structural, or Fpparent consistent hydraulic <br /> discontinuities- which would stop the incursion of water in an <br /> easterly direction from the Delta: <br /> € 2.2 SITE HYDROGEOLOGY <br /> . . ' <br /> Fe monitoring were installed and depth to ground water <br /> was recorded at between 47 and 50 feet (GTI 1986, 1987 ) . A <br /> "F piezometric map prepared in June 1987 (Figure 3 ) indicated that <br /> the groundwater gradient at this site is toward the northeast <br /> r (GTI .1987 ) . .'.The wells have been gauged weekly by EA since 30 <br /> October. 1987, and the data support thu, earlier work by GTI. A <br /> fairly consistent and shallow gradient exists to the northeast <br /> (Table 0 One anomaly in this weekly-gauging 'series occurred ' - - <br /> during the" 11 .January »nitoring; the data suggest that the <br /> i` gradient was to the sot?:thwest. A gradient shift :of 1800 is <br /> unlikely, given. the consistency of previous and subsequent data <br /> supporting -a .gradient to the northeast. Monitoring. well 2. <br /> s exhibited a 0.57 foot decrease in depth from 30 December 1987 to . <br /> E 11 January 1988. This is mo::e than a six inch. difference in just <br /> 12 days, and. this one well greatly influenced the gradient <br /> 1 direction. <br /> . 12 <br />