The runoff volume \( R \) can be calculated using the following formula:
\[
R = \frac{(P - I_a)^2}{(P - I_a + S)}
\]
where:
- \( P = 152.4 \, \text{mm} \) is the rainfall,
- \( I_a = 0.2 \times S \),
- \( S = \frac{25400}{\text{Curve number}} - 254 \) (for a given curve number, where \( \text{CN} = 83 \), \( S = 25400/83 - 254 \)).
For each land use, the runoff is calculated based on the land area fraction and the respective curve number. We then calculate the total runoff by multiplying the area percentage by the corresponding runoff depth. After the calculations:
\[
R = 112.00 \, \text{mm}.
\]
Thus, the depth of runoff volume is approximately \( \boxed{112.00} \, \text{mm} \) (rounded to two decimal places).