For the design centerline profile of a 900 ft section of a two-lane highway the end areas of required cut and fill at each station are determined to be as follows: Station 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 End Area (ft) Total Total Cut Fill 3 18 2 50 2 97 4 130 8 51 40 45 45 20 80 5 12 20 130 0 Calculate the total net volume of cut or fill of material/soil (earthwork) that is required between station 7+00 and station 8+00. (Use a shrinkage factor of 1.10 or 10%).