Use the information given below to calculate the required minimum volume of borrow material and minimum amount of water needed $($in gallons$)$ to meet the compaction requirements:

a$.$ Fill required: $250ft.150ft.20$ in$.$

b$.$ Compaction specifications require the contractor to compact the material to at least $95$ percent of the maximum dry density with a moisture content no less than $2\mathrm{.}0$ percentage points below the optimum moisture and no more than $3\mathrm{.}0$ percentage points above the optimum moisture.

$\backslash$table$[[$Standard Proctor Results,Borrow Soil$],[{}_{d,\text{m}\text{a}\text{x}}=100\mathrm{.}2\frac{lb}{f{t}^3},=97\mathrm{.}3\frac{lb}{f{t}^3}$