One of our junior engineers sent over a preliminary settlement calc for the fill at the Elk Falls Park-and-Ride, boring B-3 at the OR 403 tie-in. Can you rerun it in our consolidation settlement workbook following the GT-07 procedure, using the Geotechnical Data Report, the B-3 consolidation tests and grading plan C-201 Rev B? Go through the QC checklist and show me where the numbers differ and why.