complete drainage report rev 9

POA-3 NJ DEP 2-hr WQ Rainfall=1.25" 2024-05-12 HydroCad - Proposed POA 3B Printed 10/25/2024 Page 46 Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Pond 29P: Basin 12 Hydrograph 0.19 cfs 0.2 0.19 0.18 cfs 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) Inflow Discarded Flow (cfs) Inflow Area=0.178 ac Peak Elev=596.03' Storage=10 cf Pond 29P: Basin 12 Stage-Discharge 599 Discarded Elevation (feet) 598 597 Exfiltration 596 0 0.02 0.04 0.06 0.08 0.1 0.12 Discharge (cfs) 0.14 0.16 0.18 0.2