Report of Modified Phase I Environmental Site Assessment Sample Clauses

Report of Modified Phase I Environmental Site Assessment. DT&R Facility, 0000 Xxxxxxxxxx Xxxxxxx, Xxxxxxxxxx, Xxx Xxxxxx (3-D Environmental, Inc. 2010) 2-2
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Report of Modified Phase I Environmental Site Assessment. DT&R Facility, 0000 Xxxxxxxxxx Xxxxxxx, Xxxxxxxxxx, Xxx Xxxxxx (3-D Environmental, Inc. 2010) In 2010, a Modified Phase I ESA (3-D Environmental, Inc. 2010) was completed for the property to evaluate potential environmental concerns associated with historical activities at the facility at the time M-I SWACO began leasing the property. The 2010 ESA identified potential areas of impact within the facility and completed an exit baseline surface soil assessment. The areas of impact included used oil drums and a tool rack, a waste management dumpster unit, and an oil-stained gravel area, and a second 5-foot-wide by 10-foot-long oil-stained gravel area. The Modified Phase I ESA is included in Appendix A, and a brief summary is provided below. Five surface soil samples were collected within the facility boundary. Samples were collected at a depth of 0.5 foot and were analyzed for semivolatile organic compounds (SVOCs), volatile organic compounds (VOCs), Resource Conservation and Recovery Act (RCRA) 8 metals (arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver), total petroleum hydrocarbons (TPH), and synthetic precipitation leaching procedure (SPLP) for lead. Sample concentrations were compared with the NMED soil screening levels (SSLs; dilution attenuation factor [DAF] of 20), NMED direct-contact residential and industrial SSLs, NMED TPH SSLs, and SPLP for lead. Arsenic concentrations exceeded the direct-contact residential SSL. However, none of the metal concentrations exceeded the direct-contact industrial SSLs. None of the detected SVOC concentrations exceeded NMED SSLs. The analytical results showed the presence of elevated lead (up to 159 milligrams per kilogram [mg/kg]) in the soil samples on the west side of the warehouse. Leachate testing for lead determined that the NMED SSL for the soil-to-groundwater pathway was incomplete. No residential or industrial NMED SSLs were exceeded. TPH constituents were identified in the oil-stained gravel and underlying soil at the southwest corner of the storage yard. The TPH fractionation analysis and the detected SVOCs at this location identify the hydrocarbon in the soil as a hydraulic oil. Although TPH concentrations exceed the direct-contact residential soil screening, the TPH concentrations do not exceed direct-contact SSLs in an industrial setting. The depth of TPH impact was not determined during the Modified Phase I ESA.

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