A compacted fill is to be constructed with a total volume of $6500$ yd$^3,$ the fill is to be compacted to a dry unit weight of at least $179$ lb$/$ft$^3$ and a minimum water content of $27$ percent. Soil in the borrow area has a dry unit weight of $159$lb$/$ft$^3$ and a average water content of $17$ percent. How many cubic yards of borrow material must be excavated and how many gallons of water must be hauled in$?$ Use phase diagram