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f . <br /> 0 <br /> • <br /> C. Dean Hubbard <br /> October 13, 2006 <br /> Page 4 <br /> through direct contact (dermal), and inhalation of vapors in while working in trenches in addition <br /> to the pathways shown on Fig. 6. The future commercial worker might be exposed by inhalation <br /> of indoor and ambient air vapors originating from ground water, too. Accordingly, an addendum <br /> to this HHRA addressing all potential groundwater pathways should be prepared after on-site <br /> groundwater data is collected. Alternatively, Geomatrix may collect soil-gas samples or use the <br /> NAPL version of the US EPA Johnson and Ettinger model-based spreadsheet. <br /> Future Land Use <br /> 4. Even though "The site is currently zoned for medium density residential(MDR)... (p. 8,par. <br /> 3), the risk assessment does not consider on-site residents. HHRA conclusions may be different <br /> under a residential land use scenario. <br /> Exposure Point Concentrations <br /> 5. Geomatrix prepared two sets of soil exposure point concentrations: 1) a surface soil set based <br /> on soil samples collected between 0 and 2 ft bgs, and 2) a subsurface soil set defined by soil <br /> samples collected between 0 and 10 ft bgs. According to p. 11, sections Surface Soil, and <br /> Surface and Subsurface Soil, the surface soil set was used to calculate the exposure of outdoor <br /> industrial workers through direct contact, and the surface and subsurface set to represent soil <br /> concentrations to which a construction worker may be exposed. The second set was also used to <br /> estimate potential exposure to chemicals in subsurface soil from inhalation of vapors in ambient <br /> and indoor air. Also, Geomatrix probably calculated the exposure, risk, and hazard from <br /> inhalation of particulates based on the first set data(no explanation was found in the text). This <br /> approach assumes no soil disturbance despite the fact that soil disturbance and placement of <br /> deeper soils on the surface is expected to occur during the construction activities (the <br /> construction worker is assumed to be exposed to soil between 0 and l Oft bgs). This would result <br /> in direct exposure of outdoor industrial worker to deeper soil contamination. Accordingly, I used <br /> the surface plus subsurface UCL concentrations presented in the table below in my modeling and <br /> exposure calculations. <br /> In the absence of the report calculations in electronic format, I compared the analytical soil <br /> data shown in Table 1 of the HHRA report to the data shown in the analytical laboratory reports <br /> provided in Appendix B of the Soil Investigation and Groundwater Monitoring Report. The <br /> following Table 1 inconsistencies were identified: <br /> • Benzo(a)anthracene at GMX-2-10 should read 0.073 mg/kg. <br /> • Benzo(k)fluoranthene at GMX-7-5 should read<0.130 mg/kg. <br /> • All PAHs at GMX-10-2 were non detects. However, the reporting limit should read< <br /> 0.025 mg/kg. <br /> • Benzo(g,h,i)perylene at GMX-12-2 should read 0.008 mg/kg. <br /> • Benzo(g,h,i)perylene at SP-1-1-2 should read 0.043 mg/kg, and pyrene<0.025 mg/kg. <br />