Estimate surface runoff gallons for a driveway storm event. Formula: area × rainfall inches × 0.623 × runoff coefficient. Planning surface-volume sketch only — not pipe, gutter, or French-drain hydraulics design.
A 50×10 ft asphalt pad in a 1″ storm can shed on the order of ~280 gallons at a 0.90 planning coefficient. That water has to go somewhere. If it sheets along the edge or ponds in a low spot, it undercuts the shoulder and saturates the base — a common path to the failures covered in asphalt driveway soft spots and asphalt driveway drainage.
Formula: Gallons ≈ area (ft²) × rainfall (inches) × 0.623 × C. Constant 0.623 ≈ 144 ÷ 231. Coefficients above are coarse planning labels only (asphalt/concrete ~0.90, gravel ~0.50, lawn ~0.20). Real runoff depends on slope, texture, cracks, antecedent moisture, and storm intensity.
Note: This estimates surface runoff volume for a storm depth, not pipe/gutter capacity, inlet spacing, or French-drain trench sizing. Use it to talk volumes with a contractor, then confirm design locally.
Related: rainfall roof runoff calculator · asphalt tonnage calculator · driveway asphalt calculator.
Disclaimer: Planning estimate only. Uses area × rainfall inches × 0.623 × a runoff/collection factor. Not a licensed engineering, stormwater, plumbing, or potable-water design. Local codes, soil, slope, first-flush, and system losses vary — confirm with a qualified pro before installing drainage or rainwater systems. Rainwater for drinking requires proper treatment and may be restricted by local rules.