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LOCAL GEOLOGY AND HYDROGEOLOGY <br /> The site is located on surface soils belonging to the Stockton Adobe Clay and Honeycut <br /> Clay series They are derived from Recent alluvial fan and floodplain deposits The 40 <br /> feet of explored section consisted of clay and silt overlying interbedded lenses of silty <br /> and clayey sands below 12 feet This first sandy formation has been designated the A <br /> zone aquifer The base of the A zone is at approximately 17 - 18 feet below ground <br /> surface (bgs) An aquitard consisting of silty clay approximately 3 to 4 feet thick <br /> separates the silty clayey sand A zone aquifer from the B zone aquifer that is found at <br /> approximately 21 feet bgs and is approximately 6 to 7 feet thick In newly installed wells <br /> MW9A/B this aquitard has drastically thinned to a one foot thickness The B zone <br /> aquifer consists of cleaner moderately sorted fine to coarse sand that shows graded <br /> bedding (fine to coarse with depth) Beneath the B zone aquifer is stiff clay that extends <br /> from approximately 27 feet bgs to 40 feet bgs The original five monitor wells did not <br /> encounter groundwater in the A zone aquifer when initially drilled and sampled Depth <br /> to water measurements taken between 1993 and February 1996 indicate that the A zone <br /> aquifer was dry (depth to water greater than 17 feet bgs) MWl through MW5 are <br /> screened across both the A and B zone aquifers Sometime after February 1996 depth to <br /> groundwater measurements indicated that groundwater was in contact with the A zone <br /> aquifer, see Table I <br /> The groundwater in the vicinity of the site is semiconfined Groundwater elevation at the <br /> site varies from a wet year high of 7 feet bgs (silty clay formation above the A zone) to <br /> about 22 - 23 feet bgs (B zone) dunng the previous drought period Groundwater flow <br /> direction in the A zone at the site has generally been to the west since December 1997 <br /> The B zone shows a similar flow direction, which would be expected due to the <br /> connection between zones at wells MW 1 through MW5 <br /> 3" QUARTER 2004 SITE ACTIYITILES <br /> PERMITS <br /> Proposed wells MW8A, MW8B, MMA, MW9B and MW10 were installed during this <br /> quarter Permits to install the wells were obtained from the following <br /> MW9AIB AND MWI0 <br /> San Joaquin County Environmental Health Department, permit SR90038458 <br /> MW9AIB <br /> San Joaquin County Environmental Health Department, permit SR#0038461 <br /> County of San Joaquin, Encroachment Permit CR022817 <br /> WELL INSTALLATIONS <br /> Five new wells were installed to help define the groundwater conditions of this site Two <br /> cluster wells MWS A&B and MW9 A&B along with a well installed into the gravel <br /> 4 Sanchez QM 3rd 2004 <br />