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0 <br /> A <br /> SOIL CONTAMINATION ASSESSMENT <br /> Lockeford Mini Mart <br /> NGA Project No. 10-90-104 <br /> Page 3 <br /> 3.0 TANR REMOVAL <br /> On March 21, 1990 B & C Construction removed four USTs and <br /> associated product dispensing lines from the site. All excavated <br /> USTs appeared to be structurally intact and in good condition. No <br /> obvious corrosion of the tanks was evident from visual inspection. <br /> No fuel staining was observed on soils adhering to the tank <br /> surfaces or within the tank pit excavation. soils removed from the <br /> tank excavation (approximately 800 yards 3) has been stockpiled <br /> behind the station building pending evaluation of soil sample <br /> analytical results. Tank information is presented in Table 1. <br /> TABLE i <br /> Tank :Information <br /> Size <br /> (gals) Product Stored Acte aatt>.s <br /> 8,000 Premium Unleaded Gasoline 1970 Falaved <br /> 8,000 Unleaded Gasoline 1965 FeaDyEd <br /> - 5,000 Regular Leaded Gasoline 1965 Famwd <br /> 5,000 Regular Gasoline 1965 FtnT <br /> 3.1 Boil Sam 1e Co3lecti0n <br /> Soil samples were collected along product dispensing lines and from <br /> beneath both ends of the removed USTs at locations specified by a <br /> representative of the San Joaquin county Public Health services. <br /> Soil sample locations are shown on Figured 3. Soil samples were <br /> obtained by excavating native soil to a depth of two to three feet <br /> beneath product dispensing lines and the locations of the removed <br /> USTs by use of a backhoe and excavator. Soil samples were <br /> collected from the backhoe/excavator bucket by advancing clean, 6- <br /> inch-long brass tubes into the native soil. Upon recovery the <br /> brass tube was capped, sealed, and placed in an ice-filled cooler <br /> until delivery to the laboratory. A chain-of-custody form was used <br /> to document transmittal and receipt of the soil samples. Photo- <br /> graphs 1-3 on the following pages show the procedure used during <br /> tank removal. <br />