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1.0 INTRODUCTION <br /> Upgradient Environmental Consultants was retained by Mrs Mahone Conrady in A4arch, <br /> 1998 to provide site remediation and groundwater monitoring services at her property <br /> located at 1002 Yosemite Street in Stockton, California The property is the former location <br /> of a gasoline service station that was demolished about 1980, when the underground fuel <br /> storage tanks were removed Upgradient submitted a Corrective Action Plan in April, 1998, <br /> which was approved by Michael Infurna of the Environmental Health Division c t San <br /> Joaquin County Public Health Services (PHS/EHD) in crud-Apnl, and the corrective action <br /> was performed in late April The purpose of this report is to present the results of <br /> monitoring activities in November and December The investigation is currently managed <br /> for Mrs Conrady by Mr James Dyke ofNeumiller& Beardslee, Attorneys at Law <br /> 2.0 BACKGROUND <br /> The property is located on the northeast corner of Acacia and Yosemite streets in a <br /> predominantly residential area of west Stockton (Figure 1) The site is now vacant, bu was <br /> operated as a gasoline service station from 1961 to 1978 The fuel storage tanks and <br /> dispenser islands were removed in 1980, and observers noted evidence of an unauthorized <br /> release of gasoline Investigation of the extent of contamination began in 1990, and was <br /> completed in 1997 <br /> Site remediation was begun in April 1998, when seven bonngs were dnlled and a sliary of <br /> Oxygen Releasing Compound (ORC) was injected into each boring to provide oxygm to <br /> enhance natural bioremediation of the hydrocarbons Since that time, groundwater has been <br /> morutored on a regular basis to track changes in dissolved oxygen and hydrocarbon <br /> concentrations. <br /> 3.0 MONITORING PROCEDURES AND RESULTS <br /> 3.1 Depth to Groundwater <br /> The depth to groundwater in each well was measured on November 7 and December 7, and <br /> the depths were recorded on the Well Monitor Report(Appendix A) Depths were mea,ured <br /> with a Solinst water level sounder to an accuracy of 0 01 foot <br /> Water level and casing elevation data are tabulated in Table 1 and were used in constricting <br /> a groundwater gradient map for both days (Figures 2 and 3) The maps are similar in <br /> appearance to those for previous monitoring events, and all of the reaps indicate that the <br /> water table has a natural slope to the northeast and a trough along the west (street) side of <br /> the site This trough appears to have enlarged over time, and now extends onto the Coarady <br /> property as far as SW-1 The significance of this is uncertain, but now that the trougf is no <br /> longer restricted to the area beneath Yosemite Street, it is somewhat difficult to attribu,.e the <br /> 2 <br />