Laserfiche WebLink
Laboratory analysis determined that no TPHg or BTEX constituents were detected in any of the <br /> monitoring wells Well MW2 and MW3 was reported to contained TPHd at low concentrations <br /> of 60 and 72 parts per billion (ppb), respectively Analytical results are summarized in Table 2 <br /> Copies of field notes and well purge logs are included in Appendix A and copies of laboratory <br /> reports and chain-of-custody documentation are included in Appendix B <br /> 2.22 Vapor Extraction System Monitoring and Analyses <br />' During Fourth Quarter 1995, a representative from Smith Environmental was on site weekly to record <br /> the flowrate, concentrations, temperature, and vacuum of the soil vapor extraction system and perforin <br /> routine maintenance Copies of field notes are included in Appendix A <br /> On October 26, November 20, and December 26, 1995 vapor samples were collected from the <br /> P <br /> influent sampling port for hydrocarbon analyses The vapor samples were analyzed for TPHg using <br /> Environmental Protection Agency (EPA) Method 8015M and BTEX using EPA Method 8020 by <br /> Sequoia Analytical in Redwood City, California Air sample results are summarized in Table 3 and <br /> laboratory reports and chain of custody documentation is contained in Appendix C <br /> 3.0 HYDROGEOLOGIC SETTING <br /> The subject site is located at 1702 Jackson Street in Escalon California (Figure 1) The site is <br /> situated at an approximate elevation of 119 mean feet above sea level, in the San Joaquin Valley <br /> geologic province Local surface sediments consist generally of well graded sand and poorly <br /> graded sand <br /> During the period of investigation, the depth to groundwater at the site has ranged from 67 23 <br /> r feet (MW-4, March 29, 1994) to 70 14 feet (MW-1, September 15, 1995) below grade When <br /> groundwater levels were last measured on January 9, 1996, the depth to water ranged from 67 79 <br />' feet (1,, W-4) to 68 28 feet (MW-2) below grade The direction of groundwater flow has been <br /> generally west to southwest, with a gradient magnitude of approximately 0 002 feet per feet <br /> 4.0 SITE BACKGROUND <br /> The site is located in a commercial and residential area in Escalon, California (Figure 1) The site <br />' consists of an abandoned lot with a single building The facihty operated as a former retail gasoline <br /> distribution facility The former gasoline underground storage tanks (USTs), the waste oil tank, the <br /> 1 diesel tank, and the building location are shown on Figure 4 <br /> 4_1 Tank Removal and Excavation <br /> On April 17, 1991, six USTs were removed from the project site by RESNA Industries, Inc The <br /> USTs consisted of one 550-gallon diesel tank, two 2,000-gallon gasoline tanks, one 4,000-gallon <br /> gasoline tank, one 10,000-gallon gasoline tank and one 350-gallon waste oil tank (Figure 4) Soil <br /> W 195141*art1yl4gr--1995 doc 2 <br /> • <br /> SN�TH <br /> 1 <br />