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OGT-SI.� <br />ARTESIAN E N V I R O N M E N T AL CONSULTAN T S <br />Date October 1, 1992 <br />CV, Quarterly Groundwater Monitoring <br />Sampled August 21, 1992 <br />1045 W Charter Way <br />Stockton, California <br />Project No 040-001 <br />Prepared for <br />Mr Dante John Nomellini, Esq <br />Nomellini Construction Company <br />P O Box 1528 <br />Stockton, California 95201 <br />E: C% Erm � V EPE <br />0 CT 14 1092 <br />ENVIRONMENTAL HEALTH <br />PERMIT/SERVICES <br />This report presents the results of the quarterly groundwater monitoring well <br />sampling, performed on August 21, 1992 by Artesian Environmental Consultants <br />(Artesian) at the subject site (Figures 1 and 2) The site history is summarized in <br />Appendix A <br />SITE DESCRIPTION <br />The site is located at 1045 West Charter Way, in Stockton, California A site location <br />map is presented in Figure 1 A site location map showing the location of the site <br />structure and former USTs is presented in Figure 2 The property is located in an <br />industrial area. <br />GROUNDWATER SAMPLING <br />On August 21, 1992, Artesian staff measured depth to water, purged and sampled <br />four groundwater monitoring wells designated MWA through MW -6 All <br />groundwater samples were collected according to the Artesian standard operating <br />procedures (SOP) for groundwater sampling included in Appendix A Free product <br />measurements were made with an oil -water interface probe <br />All purged water was temporarily stored in three DOT 17-H, 55 -gallon containers <br />pending analytical results The groundwater samples were shipped under chain -of - <br />custody to state -certified Chrornalab, Inc of San Ramon, California <br />GROUNDWATER FLOW <br />Figure 3 shows the potentiometrlc surface of shallow groundwater based on depth -to - <br />water measurements taken on August 21, 1992 The estimated groundwater gradient <br />was 0 008 vei tical feet Oer horizontal foot for the August, 1992 sampling event <br />Groundwater -elevation data are presented in Table 1 The estimated groundwater <br />flow direction at the site in August, 1992 was toward the SSE <br />