A contractor is creating embankment for the North Spokane Corridor highway. It must move material from one location to another in their balanced earthwork project. The fill section requires 100,000 CCY (compacted cubic yards) of material at a dry density of 115.5 lb/ft3. The material comes from a cut section with bank dry density of 110.0 lb/ft3. What volume of material (in BCY - bank cubic yards) must be extracted to supply the 100,000 CCY embankment (assume no waste, meaning everything they excavate makes it into the embankment)?