Stormwater Calculator
Rational method runoff, detention/infiltration sizing, orifice and overflow pipe sizing, 72-hr drain-down, and system elevation checks.
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Development Type
Newark Ordinance §41:17. Minor development uses the 10-year storm; major uses the 100-year storm.
System Type
Storm Event
Site Areas
Existing
Leave blank = Lot - Bldg - Paved
Proposed
Leave blank = Lot - Bldg - Paved
Runoff Coefficients
Seepage Pit — Peerless Concrete
Percolation
HDPE Detention Pipe
NDS Flo-Well Drywell
24" dia × 24" tall, 50 gal (6.68 CF) per unit. Stackable up to 4 high or side-by-side 18" apart. Gravel around at ~40% void.
Percolation
NDS EZflow French Drain
NDS StormChamber
ADS StormTech
Installed storage assumes 40% stone porosity per ADS specifications.
Outflow Pipe Sizing
Outlet Control Structure
Sharp-edged orifice in a thin plate is the standard assumption for most outlet control structures.
System Elevations
Grade at System Location
Inlet Pipe — Farthest Inlet to System
High Water Table
Outflow Destination
Outflow to Sewer
Results
These calculations provide preliminary estimates for stormwater management design. Verify all outputs against current adopted codes, local amendments, and project-specific conditions. This tool does not replace professional engineering analysis. Green Stories LLC is a building design and consulting firm. All projects requiring a licensed architect are completed in collaboration with registered design professionals.