Storage is only half of the problem
A dry well needs temporary storage for the runoff you intend to capture, but surrounding soil must also accept that water. A large underground void in poorly infiltrating soil can behave like a buried pond.
Storage sizing screen
Step 1: define the contributing area
Only count surfaces that actually drain to the dry well. A roof branch serving one downspout may represent a fraction of the total roof, not the whole house. For roof catchment, use the horizontal projected/plan area draining to that branch rather than the sloped roof-surface area.
Step 2: choose the storm and capture target
A system does not automatically need to hold every drop from every storm. The relevant target may be set by local rules, an overflow strategy or a homeowner's planning goal.
Step 3: separate water volume from excavation volume
Stone-filled pits store water in voids between aggregate. The tool therefore divides target water volume by the assumed void fraction to show a gross stone-zone volume. Manufactured chambers use their own verified storage specifications.
Step 4: verify the soil instead of guessing it
A textural label such as “loam” or “clay” is not a substitute for a field observation at the proposed infiltration location. Use repeated drain-down readings to calculate an observed rate, then check whether your local stormwater authority requires a different formal method, safety factor or seasonal test.
Open infiltration field testChecks that can invalidate the storage math
- Poor infiltration or a restrictive soil layer.
- High seasonal groundwater or shallow bedrock.
- Insufficient setbacks from foundations, wells, septic systems or property lines.
- No safe overflow path when the feature fills.
- Buried utilities or local restrictions on infiltration.