NJ DEP 2-hr NJDEP WQ Rainfall=1.25" Printed 12/19/2025 tions LLC Page 9
Analysis - Proposed Conditions NJ DEF Prepared by Civil Core Consulting HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC
Summary for Subcatchment 18S: DA-P1 PERVIOUS
Runoff = 0.00 cfs @ 0.00 hrs, Volume= Routed to Pond 36P : BIORETENTION BASIN 1A
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP WQ Rainfall=1.25"