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MONITORING WELL DESTRUCTION AND <br /> SOIL AND GROUNDWATER INVESTIGATION REPORT <br /> US CAN–WELTY ROAD <br /> 1. INTRODUCTION <br /> The Benham Companies, LLC, an SAIC Company(SAIC-Benham),prepared this report of <br /> monitoring well destruction and soil and groundwater investigation at US Can–Welty Road(the <br /> site; Figure 1) at the request of Chevron Environmental Management Company(CEMC). <br /> Former Old Valley Pipeline (OVP) and Tidewater Associated Oil Company(TAOC) crude-oil <br /> pipelines existed at the site. These two former pipeline systems are collectively referred to as <br /> CEMC's Historical Pipeline Portfolio–Bakersfield to Richmond(HPP-BTR). <br /> Past site investigations have documented the presence—but not the full extent—of HPP-BTR <br /> constituents in soil and/or groundwater, and CEMC wanted to further assess subsurface <br /> conditions. The purpose of this investigation was to evaluate the extent of soil and groundwater <br /> affected by the HPP-BTR constituents, and recommend future site activities based on the results. <br /> The scope of work included properly destroying three monitoring wells, advancing four soil <br /> borings at the site, and collecting soil and groundwater samples for analysis to further evaluate <br /> the lateral extent of affected media. <br /> SAIC-Benham performed this investigation in accordance with the scope of work proposed in a <br /> previous soil and groundwater investigation report(SAIC, 2009). The report and proposed scope <br /> were accepted by the Central Valley Regional Water Quality Control Board(RWQCB) in a <br /> January 2010 letter(Central Valley RWQCB, 2010a; Appendix A). <br /> Investigation decision making was guided by the Consistent Technical Approach(CTA) <br /> prepared by Geomatrix Consultants, Inc. (Geomatrix, 2005). The CTA specifies Central Valley <br /> RWQCB Water Quality Objectives (WQOs; Central Valley RWQCB, 2007) as screening levels <br /> for determining whether groundwater is affected. The CTA does not prescribe the criteria by <br /> which affected soil is delineated; therefore,to achieve alignment between soil and groundwater <br /> decision making, United States (U.S.)Environmental Protection Agency(EPA) Regional <br /> Screening Levels (RSLs; EPA, 2008)and San Francisco Bay RWQCB Environmental Screening <br /> Levels (ESLs; San Francisco Bay RWQCB, 2008) are used to evaluate soil laboratory analytical <br /> data. Appendix B provides a description of the use of screening levels and their derivation at <br /> HPP-BTR sites. <br /> The results of the field investigation event indicate that the extent of affected soil and <br /> groundwater at the site has been delineated. SAIC-Benham considers that no further <br /> investigation is warranted at the site and recommends the preparation of a risk assessment. <br /> 2. BACKGROUND <br /> 2.1 LOCATION AND SITE DESCRIPTION <br /> The site, which includes the area of investigation related to former HPP-BTR activities, is <br /> located southwest of the intersection of Highway 33 and S. Welty Road in Vernalis, San Joaquin <br /> County, California. It is situated at approximately 105 feet above mean sea level and has <br /> relatively flat topography that slopes gently downward to the northeast. The site is located in a <br /> 1ZZ The Benham Companies,LLC <br /> ..J Uj_ AW-11y ON+d S.b,6.,y <br /> From SCMnCe?a S0.v <br />