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• Bunker East Wall: Oil and grease, TPHd, toluene, ethylbenzene, and total xylenes were <br /> detected at concentrations of 3,100 mg/Kg, 550 mg/Kg, 0.056 mg/Kg, 0.079 mg/Kg, and 0.21 <br /> mg/Kg, respectively. Benzene was not reported above laboratory reporting limits in the <br /> sidewall. <br /> 2.5 Backfilling and Compaction Activities <br /> Soil compaction test results indicated that the backfill met compaction requirements. Details of <br /> the backfill compaction testing are discussed in detail in the UST B, Hydraulic Oil Tank and <br /> Backfill Compaction Testing Report prepared by John Minney dated February 23, 2011 and <br /> included as Attachment C. <br /> 2.6 Monitoring Well Installation and Development <br /> Prior to drilling activities a monitoring well permit was obtained from EHD. Permit number SR# <br /> 61890 was issued on February 4, 2011. A copy of the permit is included in Attachment D. <br /> On February 11, 2011, under the oversight of Mr. Price, V&W installed a groundwater <br /> monitoring well (MW-BR) using 8-inch hollow stem augers approximately 15 feet downgradient <br /> of the northeastern extent of the UST B excavation. Soil samples were collected at five foot <br /> intervals using a split spoon sampler. The center 6-inch brass sleeve was selected from the 10- <br /> foot, 15-foot, and 20-foot intervals, the ends covered with Teflon® sheets and capped, uniquely <br /> labeled, placed into an ice chest cooled to approximately 4°C for transportation to Argon under <br /> chain of custody protocol for analysis. The remaining soil tubes were monitored using a PID. <br /> The well was completed at 20 feet using ten feet of 0.020" slotted screen with a cap secured to <br /> the bottom. A well cap was placed on the top of the casing and sealed to prevent materials from <br /> entering the well casing. The filter pack was constructed using #3 Monterey sand brought to 9 <br /> feet bgs in the annulus. Two feet of bentonite chips were added above the filter pack and <br /> hydrated. The upper 7 feet of the annulus was filled with neat cement grout and covered with a <br /> traffic rated well box. Figure 6 is a schematic showing well construction details. <br /> 2.6.1 Analytical Results <br /> The soil samples collected on February 11, 2011 were submitted for the following analyses: <br /> • TPH9 and TPHd by EPA method 8015M; <br /> • BTEX by EPA method 802113; and <br /> • Fuel oxygenates: MTBE, di-isopropyl ether(DIPS), ethyl tert-butyl ether(ETBE), tert-amyl <br /> methyl ether(TAME), t-butanol(TBA)by EPA method 8260B <br /> No analyzed constituent was reported above laboratory reporting limits. Laboratory analytical <br /> results are included in Attachment A-6. <br /> -9- <br />