1. 130,000-yd3 of banked soil from a borrow pit is stockpiled before being trucked to the jobsite. The soil has 18% swell and shrinkage of 8%. The final volume of the compacted soil.
2. A 30-ft wide trapezoidal shaped earthen stream diversion channel is cut along a 2-mile stretch of rolling level terrain. The depth of the channel at station 52+25 is 8'-6" deep and at station 53+75 is 12'-6" deep. The bottom of the channel is a constant 12-ft wide and parallel with the surface cut. The volume of excavated material between the referenced stations.