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� v <br /> 0 <br /> A S S O C I A T E S I N C <br /> Soil borings advanced along the levee, southwest of the location of the former USTs and the <br /> current AST location contained elevated concentrations of total petroleum hydrocarbons as <br />' gasoline (TPHg), total petroleum hydrocarbons as diesel (TPHd), and methyl tertiary butyl ether <br /> (MTBE) The extent of impacted soil was defined and generally extended along the backside of <br /> the levee, west of the store The Ariel extent was approximately 200 feet in length and 65 feet in <br /> width and was limited to depths between 5 and 15 feet bgs Additionally, MTBE impacted soil <br /> extended eastward, between the store and office building <br />' The groundwater plume generally extended along the backside of the levee, west of the store, <br /> and was approximately 225 feet long and 70 feet wide Concentrations were highest in the <br /> boring adjacent to the former and current product lines The extent of TPHg in groundwater was <br /> not fully defined to the west and south but samples indicated that the borings in those directions <br /> were near the edge of the plume Additionally, TPHd and MTBE have migrated eastward <br /> 2.0 METHODS AND PROCEEDURES <br />' To evaluate the extent of petroleum hydrocarbons in the soil and groundwater, one soil boring <br /> was advanced on the levee at the location shown in Figure 2 All field activities were performed <br /> in accordance with ATC's Workplan for Monitoring Well Invtallation at King Island Resort, <br /> 11530 West Eight Mile Road, Stockton, California, dated July 17, 2000 This workplan was <br /> approved by PHS/EHD on April 2, 2001 <br /> 2_1 Drilling Activities <br /> On April 5, 2001, an ATC geologist supervised the advancement of one soil boring to 30 feet <br />' bgs Soil boring MW7 was placed at a location on the levee as shown on Figure 2 Woodward <br /> Drilling Company, Inc , California C-57 License No 710079 advanced the boring using 8-inch <br /> O D hollow stem augers Soil samples were collected from boring MW7 at five-foot intervals in <br /> 1 stainless steel sampling tubes and were logged according to the Unified Soil Classification <br /> System Description of soil types encountered and sample collection intervals are presented on <br /> the well log contained in Appendix A <br />' 2_2 Soil Sampling and Anal sis <br /> Each soil sample was field screened with a Photo Ionization Detector (PID) for the presence of <br /> volatile organic compounds Sample tubes were then sealed at each end using Teflon tape and <br /> plastic end caps, labeled, and placed on ice Selected soil samples were kept on ice and delivered <br />' to State-certified Argon Laboratories (ELAP #2359) for chemical analysis Selected soil <br /> samples were analyzed for TPHg, and TPHd by EPA method 8015 modified, benzene, toluene, <br /> ethylbenzene, and xylenes (BTEX) by EPA method 8020, and methyl tert butyl ether (MTBE) by <br /> 1 EPA method 8260 <br /> 1 W\625141reprnis\sup_suh_tnv doe 3 <br />