Laserfiche WebLink
.�� PRELIMINARY INVESTIGATION AND EVALUATION REPORT <br /> August 1996 <br />' Shockey and Sons Trucking <br /> 850 Milgeo Avenue <br />' Ripon, California <br /> 1110. INTRODUCTION <br /> In accordance with the request of Mr. Lee Shockey,Advanced GeoEnvironmental, Inc. (AGE) has <br /> prepared the enclosed Preliminary Investigation and Evaluation Report(PIER) for the site located <br /> at 850 Milgeo Avenue; Ripon, California (the site). The scope of work included the advancement <br /> of five soil probe borings and the installation and sampling of four ground water monitoring wells. <br />' The location of the site is depicted in Figure 1-Location Map. A plan of the site is included in Figure <br /> 2 -Site Plan. <br />' Monitoring and sampling procedures were performed in accordance with guidelines established by <br /> the San Joaquin County Public Health Services - Environmental Health Division (PHS-EHD) and <br /> ' the Central Valley Regional Water Quality Control Board (CVRWQCB) for investigation of <br /> underground storage tank (UST) sites. <br /> 2.0. BACKGROUND <br /> 2.1. SITE LOCATION <br /> The site is located adjacent to State Highway 99 along the south side of Milgeo Avenue at the <br /> ' intersection Wilma Road. The property is zoned industrial and is presently utilized as a distribution <br /> warehouse and trucking operation. Land use in the immediate vicinity of the site.is agricultural and <br /> industrial. A residential area is located north of the site. <br /> 2.2. UNDERGROUND STORAGE TANK REMOVAL <br /> tt is our understanding that six USTs were removed in April 1994 from three separate excavations <br /> on the property: one waste oil UST; one diesel UST; and four unleaded gasoline USTs. Petroleum <br /> hydrocarbons were detected in soil samples collected from beneath the USTs during removal. Soil <br /> excavated during the UST removals was used to backfill each excavation. Clean soil was imported <br /> --. 'to "cap"each excavation. <br /> ' 2.3. GROUND WATER DEPTH AND FLOW DIRECTION <br /> In December 1995, ground water depth at the site was approximately 19 feet below surface grade <br /> r. <br />