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Beacon Station No 1641 July 10 2003 <br /> Stockton California Preltmmary Results Report and Work Plan Addendum <br /> J <br /> In September 1997, Horizon drilled eight soil borings Seven borings were completed as <br /> • groundwater monitoring wells MW-2 through MW-5, dual vapor extraction well VW-5/6, <br /> vapor extraction wells VW-7/8, and air sparge well SW-1 Monitoring well MW-5, dual <br /> vapor extraction wells VW-5/6 and VW-7/8 and air sparge well SW-1 were drilled through <br /> four of the UST cavity conductor casings The eighth soil boring (13-3) was backfilled <br /> In May 1998, Horizon conducted a vapor extraction test (VET), a combined VET and air <br /> sparging test (VET/AST), and an aquifer-pumping test The tests were performed to <br /> evaluate remedial alternatives and to develop remediation design criteria ; <br /> Quarterly groundwater monitoring has been performed at the site since November 1996 <br /> Horizon has been reporting the groundwater monitoring since the first quarter of 1998 <br /> Groundwater monitoring data are summarized in Table 1 Historically, the groundwater <br /> flow direction has varied widely from southwestward around to northward and <br /> southeastward under gradients ranging from 0 001 to 0 02 Flow directions during the past <br /> • year have been westward to northwestward and southeastward The depth to water has <br /> ranged from approximately 57 feet bsg in 1996 to 40 feet bsg in 1999 Groundwater <br /> monitoring for the first quarter 2003 indicated a depth to groundwater of approximately 46 <br /> feet, and a southeastward flow direction under a gradient of approximately 0 002, as shown <br /> on Figure 2 <br /> ADDITIONAL SUBSURFACE INVESTIGATION <br /> The preliminary phase of the additional subsurface investigation consisted of collection of <br /> soil and groundwater samples from the saturated zone at various locations and depths <br /> Groundwater analytical results were used to evaluate proposed location and well <br /> construction specifications for additional site monitoring wells <br /> The preliminary investigation phase was performed with a cone-penetrometer test (CPT) rig <br /> . capable of generating a soil profile log and collecting discrete-depth groundwater samples <br /> W Padd nm7-03 <br /> Project No 1641 16 HORIZON ENVIRONMENTAL INC <br />