Laserfiche WebLink
Subsurface Investigation Report <br /> Proposed EL DORADO APARTMENTS DEVELOPMENT <br /> South El Dorado Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> At the request of Ms. Sung Hi Park of ParkCrest Development,Advanced GeoEnvironmental, Inc. <br /> (AGE) has prepared this Subsurface Investigation Report for the proposed El Dorado Apartments <br /> Development project located on South El Dorado Street, APNs 167-070-02 and -03, in Stockton, <br /> California. The scope of work included excavating four shallow trenches, advancement of three soil <br /> probe borings, collection and analysis of soil and ground water samples and preparation of this <br /> report. The location of the site and its surroundings are illustrated on Figure 1. Trenching and soil <br /> boring locations on the site are illustrated on Figure 2. <br /> This investigation was performed in accordance with guidelines issued by the Central Valley <br /> Regional Water Quality Control Board(RWQCB)for the investigation of underground storage tank <br /> (UST) sites. <br /> 2.0. BACKGROUND <br /> The subject property is located in the south-central portion of the City of Stockton, San Joaquin <br /> County, north of the intersection of South El Dorado Street and California Street (Figure 1). Land <br /> use of the surrounding properties is recreational (McKinley Park), residential and commercial. The <br /> subject site is the former location of a glass production facility which was decommissioned <br /> sometime during the early 1970s. The property is currently vacant. <br /> 2.1. PREVIOUS INVESTIGATIONS <br /> Previous site assessments on the property include: <br /> • February 2002 - A geotechnical investigation was conducted at the site by Raney <br /> Geotechnical Inc (RGI). During the course of the investigation, soil samples collected from <br /> two borings (B4 and B5) were noted as having a "gasoline odor". Copies of boring logs <br /> recorded during the February 2002 investigation are included in Appendix A. <br /> • May 2002 - Five soil borings (B-1 through B-5) were advanced at the site by Construction <br /> Testing & Engineering, Inc. (CTE) to determine the nature and extent of soil possibly <br /> impacted by petroleum hydrocarbons. Soil samples collected from three of the five soil <br /> borings (B-1, B-2 and B-5) contained concentrations of total petroleum hydrocarbons <br /> Advanced GeoEnvironmental,Inc. <br />