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I <br /> SITE CHARACTERIZATION WORK PLAN <br /> FRONTIER TRANSPORTATION <br /> 425 LARCH ROAD <br /> TRACY, CALIFORNIA <br /> 1.0 INTRODUCTION <br /> This work plan outlines a proposed work scope to characterize the extent of petroleum <br /> product constituent (PPC) migration in sub-surface soil and groundwater at the Frontier <br /> Transportation Facility (site), in Tracy, California. The term petroleum product constituent <br /> as it is used in this report refers to petroleum constituents characteristic of gasoline and <br /> diesel fuels. The source of the PPCs is an apparent release from underground storage tanks . <br /> (USTs) maintained at the site until July 1995. <br /> This work plan was commissioned by Mr. Robert Mulford, Vice President of Frontier <br /> Transportation by a contract (C-195485) dated November 27, 1995 with The Twining <br /> Laboratories, Inc. (Twining) . Mr. Mulford can be contacted at the Frontier Transportation <br /> office at 3577 Philadelphia Avenue, Chino, California, telephone number (909) 590-8245. <br /> This work plan was prepared by Twining's Environmental Services Division, <br /> The San Joaquin County Public Health Services (SJCPHS) directed the "assessment/ <br /> cleanup" of the site in a letter dated November 7, 1995. The intent of this work plan is to <br /> generate data necessary to comply with the request from the SJCPHS. <br /> 2.0 PURPOSE AND SCOPE <br /> The purpose of this site characterization is to assess and delimit the extent of PPC impacted <br /> soil and groundwater so that one or more corrective actions may be identified and proposed. <br /> The following scope of work is proposed to achieve the stated objective: <br /> • Hand auger five soil borings to 3 feet below site grade (BSG) and collect soil <br /> samples for chemical analysis to characterize the extent of PPC impacted soil in the <br /> vicinity of the former dispenser island and former product piping; <br /> • Drill three vertical soil borings and one angle boring to characterize the lateral <br /> extent of impacted soil in the vicinity of the former USTs; <br /> • Drill three soil borings to a maximum depth of 35 feet for the installation of <br /> groundwater monitoring wells to characterize the extent of impacted groundwater in <br /> the vicinity of the former UST; <br /> 0 Chemically analyze selected soil samples in the laboratory for key PPCs. <br />