HALER CONSULTING, LLC 102 Sams Road Pipe Calculations

102 Sams Road Jackson Block 20101, Lot 29&30 Ocean County

23-092 October 2025

StationDrainage Area A (ac)A x CInvert Elev.
FromToLength (ft)IncrementalTotalRunoff Coefficient CIncrementalTotalRainfall Intensity ITotal Runoff Q=CIAPipe Diameter (in)Capacity Full (ft3/sec)Upper EndLower EndSlope (ft/ft)
INLET 2INLET 138.02.9762.9760.982.9162.926.719.542422.5195.4095.250.0039
INLET 1OUTLET54.02.9762.9760.982.9162.926.719.542424.3895.2595.000.0046
INLET 3INLET 439.03.9283.9280.983.8493.856.725.792428.6992.0591.800.0064
INLET 4OUTLET106.03.9283.9280.983.8493.856.725.792431.1391.8091.000.0075