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Site Investigation Work Plan - August 1998 <br /> GREWAL'S MARKET <br /> 4100 East Fremont Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> In accordance with the request of Mr. Rick Grewal of Grewal's Market, Advanced <br /> GeoEnvironmental, Inc. (AGE) has prepared this Site Investigation Work Plan for the lateral and <br /> vertical assessment of hydrocarbon-impacted soil at 4100 East Fremont Street, Stockton, California. <br /> The scope of work initially includes the advancement of at least four soil probe borings near the <br /> underground storage tank (UST) area and collection of soil samples. However, additional soil probe <br /> borings may be required to fully define the lateral and vertical extent of hydrocarbon-impacted soil. <br /> The location of the site is illustrated in Figure 1. A plan of the site is illustrated on Figure 2. <br /> This Work Plan is prepared in accordance with the San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and Central Valley Regional Water Quality Control <br /> Board (RWQCB) guidelines for the investigation of UST sites. <br /> 2.0. BACKGROUND <br /> 2.1. SITE DESCRIPTION AND USAGE <br /> The site is located on the southeast comer of the intersection of Oro and Fremont Streets, in an area <br /> of low topographic relief in Stockton, California. The site is currently operated as a fueling facility <br /> and a mini-market. Previously,one I0,000-gallon gasoline UST, one 6,000-gallon gasoline UST and <br /> one 6,000-gallon diesel UST were located on the west section of the property; a waste oil UST was <br /> previously removed from the site in 1996. <br /> 2.2. PREVIOUS INVESTIGATION <br /> On 12 May 1997, five soil probe borings (P-1 through P-5) were advanced to maximum depths of <br /> approximately 32 feet below surface grade (bsg). Soil probe borings P-1 and P-2 were advanced to <br /> depths of 15 feet bsg near the dispenser island area; soil probe borings P-3 through P-5 were <br /> advanced beneath the UST area to maximum depths of 32 feet bsg at an angle of approximately 25 <br /> degrees. <br /> Soil samples were collected from each probe boring and submitted to a state certified laboratory for <br /> analysis of total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g, TPH-d); volatile <br /> aromatics (benzene, toluene, ethyl benzene and xylenes; BTE&X); and methyl tertiary butyl ether <br /> (MtBE). <br /> Advanced GeoEnvironmental,Inc. <br />