Attached are the boring location plan (DWG), the field boring logs, and the lab report from our Phase II at 2150 SR 522 in Willow Ridge, plus the garage excavation plan. Can you build the borings as an IFC model with one object per soil stratum, with depth, USCS soil type, and a screening class against the EPA RSLs? Also tell me roughly how much of the garage excavation is impacted soil.