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- Industrial Developments International,Inc. <br /> Massie Park UST Removal <br /> Page 2 <br /> removal of the UST at this time. The final excavation associated with the UST was approximately 12 feet <br /> ., by 12 feet by six feet deep. <br /> The soil in the excavation generally consisted of a light to medium gray-brown clayey silt with small <br /> r isolated areas of dark gray-brown clayey silt, suggesting higher organic matter content. Grain size range is <br /> fairly consistent with some sand-sized grains observed in the predominantly silt-sized soil. No larger grains <br /> were noted. The site soils consist of alluvial deposits and are derived from a variety of regional rock types. <br /> ► There was no hydrocarbon odor associated with the soil exposed during the excavation. Groundwater was <br /> not encountered in the excavation. <br /> ► Observation of the exterior of the UST after removal indicated that the tank was of steel fabrication with an <br /> asphalt coating and appeared to be in good condition. Only slight corrosion and no pitting or holes were <br /> noted on the surface of the UST and its structural integrity was intact. No odors were noted and no staining <br /> ► was observed. The UST was hauled off-site by West Coast Equipment and transported to Turlock, <br /> California, for scrapping. <br /> 3.0 SOIL SAMPLING <br /> Following removal of the UST, soil samples were collected from locations selected by Ms. Sterni-Le of the <br /> SJCEHD. Soil sample locations are shown in Figure 3 in Appendix A. <br /> i.. <br /> • Soil sample 3523D-TKI-8' was collected from beneath the center of the UST at a depth of two feet <br /> below the UST location, approximately eight feet below ground surface(bgs). <br /> ► • Soil sample 3523D-EP-0-6" was collected from the excavation soil stockpile to the east of the UST <br /> location. <br /> • Soil sample 3523D-WP-0-6" was collected from the excavation soil stockpile to the west of the UST <br /> location. <br /> The soil sample collected from the UST excavation was obtained by manually driving a clean brass tube <br /> �. into soil brought to the surface in the backhoe bucket. The soil samples collected from the stockpiles were <br /> obtained by manually driving a clean brass tube into the piles. The soil samples were immediately sealed <br /> with Teflon* sheeting, capped, labeled, and placed in a cooler chilled with ice. The soil samples were hand <br /> .. delivered following chain-of-custody procedures to Argon Laboratories, Inc., in Ceres, California, for <br /> analyses. <br /> .. 4.0 LABORATORY ANALYSES <br /> The laboratory performed 2:1 compositing of the soil samples collected from the stockpiles (sample <br /> ` 3523D-WP-0-6" & 3523D-EP-0-6"). The samples were analyzed for TPH-G and BTEX by EPA Method <br /> 8020, TPH-D by EPA Method 8015m, oxygenates including methyl-tertiary-butyl ether (MTBE) by EPA <br /> Method 8260, and total lead by EPA Method 7420. <br /> ` 5.0 LABORATORY ANALYTICAL RESULTS <br /> The laboratory analytical results indicate that none of the requested analytes were detected at or above the <br /> ., laboratory reported detection limits in any of the soil samples, except lead. The results of the laboratory <br /> analyses are presented in Table 1, on the next page. Laboratory analytical methods used, detection limits, <br /> ► <br /> i% CONDOR <br />