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• Borinq 2: (B-2): at the border of RTD and Sardee <br /> 1 soil sample at the top of the soil and ground water interphase and 1 ground <br /> water sample to be analyzed for TPH, BTEX/MTBE, and solvent scan (1,2 DCA, <br /> etc) <br /> • Angel Boring 3: (B-3): Closed in Place UST <br /> 1 soil sample inside the former UST backfill underneath the former UST <br /> 1 ground water sample at the soil/ground water inter-phase to be analyzed for <br /> TPH, BTEX/MTBE, and total lead (Pb). <br /> • Boring 4: (B-4): Near the closed in place UST <br /> 1 off set soil sample (to be taken 8 feet: TRE is using this number as an assumed <br /> conservative maximum excavation depth; in the absence of receipt of the <br /> maximum excavation depth data from AECOM, which will used by AECOM in its <br /> design documents for this area) southeast of the former UST, and 1 ground <br /> water sample at the soil/ground water inter-phase to be analyzed for TPH, <br /> BTEX/MTBE, and Pb. <br /> • Boring 5: (B-5):Local Laborer's Union #73 1 soil sample in the approximate <br /> area of the former removed UST next to the building (to be taken 8 feet: TRE is <br /> using this number as an assumed conservative maximum excavation depth; in <br /> the absence of receipt of the maximum excavation depth data from AECOM, <br /> which will used by AECOM in its design documents for this area) and 1 ground <br /> water sample at soil/ground water inter-phase to be analyzed for TPH, <br /> BTEX/MTBE and Pb. <br /> • Boring 6: (B-6): Local Laborer's Union #73: 1 soil sample in the approximate <br /> area of the former removed UST next to the building (to be taken 8 feet: TRE is <br /> using this number as an assumed conservative maximum excavation depth; in <br /> the absence of receipt of the maximum excavation depth data from AECOM, <br /> which will used by AECOM in its design documents for this area) and 1 ground <br /> Page 11 of 27 <br />