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OVARTERLY GROUNDWATER MONRORING REPORT <br /> 1605 South EI Dorado Street.Stockton California <br /> 1.0 INTRODUCTION <br /> This report documents the results of the second quarterly groundwater monitoring <br /> conducted by Aegis Environmental, Inc. (Aegis), from November 1991, through <br /> January 1992, at the Exxon Company, U.S A (Exxon), inactive service station located at <br /> 1605 South EI Dorado Street in Stockton, California (Figure 1) The monitoring included <br /> Icollection of monthly depth-to-groundwater measurements and quarterly groundwater <br /> samples from the three wells, MW-1, MW-2, and MW-3, located on site (Figure 2) This <br /> report is based, in part, on information obtained by Aegis from Exxon <br /> 2.0 SITE DESCRIPTION <br /> The subject site is located between South EI Dorado and Center Streets in the City of <br /> Stockton, San Joaquin County, California (Figure 1) The site is situated ,n a <br /> commercial/residential/light industrial area of southern Stockton The site is bound on <br /> the north by East 2nd Street, on the east by South El Dorado Street, on the south by a <br /> car wash facility, and on the west by Center Street <br /> The Ekon service station is an inactive station that previously retailed leaded and <br /> unleaded gasolines The station's current facilities include a building and three inactive <br /> underground storage tanks (UST) with associated product piping The three UST are <br /> located immediately south of the dispenser islands on the southern half of the site The <br /> type of construction and the installation dates of the UST are unknown Figure 2 shows <br /> the location of the site's aboveground and underground features <br /> 3.0 BACKGROUND <br /> On February 5, 1991, a ground penetrating radar (GPR) survey was performed by <br /> NORCAL Geophysical Consultants, Inc , of Petaluma, California The survey was <br /> performed in the area of the existing UST basin to locate existing underground facilities <br /> for avoidance during drilling Upon completion of the GPR survey, two soil borings were <br /> drilled on February 22, 1990, at an angle of 30 degrees from vertical, adjacent to the <br /> existing UST basin (Figure 2) The actual vertical depth penetrated by the borings was <br /> approximately 53 feet below existing grade Soil samples collected from the two sod <br /> borings were analyzed for total petroleum hydrocarbons (TPH), as gasoline, benzene, <br /> I toluene, ethylbenzene, total xylenes (BTEX), ethylene dibromide, 1,2-dichloroethane, and <br /> total lead Results of the soil boring and sampling were reported by Aegis to Exxon, in <br /> a "Pre-Tank Replacement Site Assessment Results Report," dated March 5, 1991 <br /> I91-0440 FlFr 1 <br />