Grind & Sample Clauses

Grind &. Mix Department Soils were excavated from the former Grind & Mix Department in February 2009 over a 16’ by 66’ area to a depth of 2 feet to address elevated metals concentrations at the 0.5’ – 1.0’ interval at borings SB-16 and SB-17 during the June 2008 Supplemental RI sampling event. Five post- excavation soil samples were collected immediately following the excavation for PPMs+Ba analysis, including two basal samples (GM02 and GM05) in the south-central and north-central portions of the excavation, respectively, and three sidewall samples (GM01, GM03, and GM04) at the 0.5’ – 1.0’ interval. As shown on Figure 8, no samples were collected on the eastern and northwestern sidewalls of the excavation due to the presence of a concrete footer along the entire length of the eastern edge of the excavation, and a concrete vault in the northwest portion of this excavation. Analytical results associated with samples collected in the former Grind & Mix Department excavation are presented in Appendix B and are summarized on Figure 8. Reported metals concentrations for all samples were below the commercial-use SCO, with the exception of the northernmost base sample GM05 and its duplicate, (at 509 mg/kg and 461 mg/kg, respectively), which exceeded the commercial-use SCO for barium of 400 mg/kg. Additional soil excavation took place in the vicinity of GM05, and a base sample was collected at the 3.0’ – 3.5’ interval. Reported barium concentrations for additional delineation sample GM05-SS02, 55.5 mg/kg, were well below the commercial-use SCO for barium of 400 mg/kg. As such, no further action is warranted in this area. During concrete footer removal activities in the Grind & Mix Department, a large metal cylinder, apparently lead-lined and approximately 4 feet in diameter, was discovered directly beneath the concrete slab to the southwest of the SB-18 boring location. According to facility personnel, this tank was likely used historically for pigment production. This tank was empty and was therefore lifted from the excavation and staged on plastic sheeting pending off-site disposal. During continued footer removal activities in the northwestern portion of the Grind & Mix Department, a concrete ‘vault’ approximately 8’ by 18’ and 6’ deep, and containing two tanks plus associated piping was uncovered, immediately adjacent to the proposed Grind & Mix excavation area. Water contained by the vault was pumped into an on-site Xxxxx tank, and the tanks and all associated piping ...
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