Laserfiche WebLink
L� LEEDSHILL•HENKENHOFF. INC. <br /> CHAPTER 2 <br /> BACKGROUND DATA <br /> 2.1 Introduction <br /> Prior to initiating the field work portion of this investigation, LH con- <br /> ducted a search for information pertaining to groundwater conditions at the <br /> Lincoln Village Center (LVC) site and adjacent areas. Specifically, infor- <br /> mation regarding wells located within a mile of LVC, previous site investi - <br /> gations, previous hydrogeological studies near LVC, local water quality, <br /> general groundwater direction and elevations, and previous site mitigation <br /> measures were gathered. Data was collected from San Joaquin County Flood <br /> Control and Water Conservation District, California Department of Health <br /> Services (DOHS, Stockton) , City of Stockton (City) , San Joaquin County <br /> Public Works (SJCPW), California Water Service (CWS) , the Central Valley <br /> Regional Water Quality Control Board (RWQCB) , and the Environmental Health <br /> Division of the San Joaquin Local Health District (Environmental Health) . <br /> 1 <br /> 2.2 Historic Groundwater Direction <br /> ' The general direction of groundwater flow around Stockton is governed by the <br /> ' quantity and location of existing groundwater pumpage. Lincoln Village <br /> Center is generally located within one of several pumping depressions lo- <br /> cated around Stockton. A review of groundwater contour maps prepared by the <br /> San Joaquin County Flood Control and Water Conservation District, entitled, <br /> "Lines of Equal Elevation of Water in Wells" show the groundwater gradient <br /> under LVC to be essentially flat (no slope) from 1980 to 1985. From 1985 to <br /> ' 1987 the groundwater gradient apparently shifts slightly to a northerly <br /> direction, as indicated on the contour maps. Figure 2.1 presents San <br /> Joaquin County's Spring 1987 "Lines of Equal Elevation of Water in Wells," <br /> ' as measured in wells tapping both the unconfined and semi-confined aquifer. <br /> ' 2-1 <br /> 1 <br />