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Additional Soil and Ground Water Assessment W vYE •• • June 2000 VAN BUSKIRK GOLF COURSE AUG 1 2000" 1740 Houston Avenue, Stockton, California ENVIRONMENT HEATH PERMIT/SERVICES 1.0. INTRODUCTION At the request of Mr. John Fukumoto with the City of Stockton,Advanced GeoEnvironmental, Inc (AGE)has prepared this Work Plan for monitoring well installation activities to be conducted at the Van Buskirk Golf Course maintenance facility located in Stockton, California (site). The location of the-site is illustrated on Figure 1. A plan of the site is illustrated on Figure 2. This Work Plan has been prepared as required-by the San Joaquin County,Public Health Services - Environmental Health Division(PHS-EHD)by letter dated 29 March 2000 to further assess soil and ground water for petroleum hydrocarbon impacts related to a former leaking underground storage tank at the site. This work plan is prepared in accordance with PHS-EHD and Central Valley Regional Water Quality Control Board (CVRWQCB) guidelines for the investigation of underground storage tanks (UST) sites. The purpose of this additional site assessment is to assess the lateral and vertical extent of petroleum hydrocarbon impacts to soil and ground water at the site. This work plan provides a description of the scope of work and field procedures for the soil and ground water assessment activities. 2.0. BACKGROUND The Van Buskirk Golf Course is located at 1740 Houston Avenue, Stockton,California (Figure 1). The golf course is located in the incorporated City of Stockton. The golf course-is situated along the -south side of Houston Avenue and is bound on the east by hiterstate 5, Walker Slough to the south, and open-space to the west. The maintenance facility site is located on the south central portion,of the golf course. 2.1, SITE DESCRIPTION The maintenance facility site consists of a maintenance shop structure, storage shed, and open storage area(Figure 2). In addition,the facility formerly operated two fuel USTs and fuel dispensers. . The USTs formerly located at the site consisted of a 550-gallon gasoline tank and a 1,000-gallon diesel tank. t ' Advanced GeoEnvironmental,Inc.