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Supporting Documentation · Nov 10, 2024

complete drainage report rev 9

Preserved file SHA-2560e69db2cf67e6dbdea5b757902b09270a6560667c8ebecd3dc74327e4422cf0d

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POA-2 NJ DEP 2-hr WQ Rainfall=1.25" 2024-05-12 HydroCad - Proposed POA 2B-1 Printed 10/25/2024 Page 399 Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Stage-Discharge for Pond 41P: Basin 10 Elevation (feet) 576.00 576.05 576.10 576.15 576.20 576.25 576.30 576.35 576.40 576.45 576.50 576.55 576.60 576.65 576.70 576.75 576.80 576.85 576.90 576.95 577.00 577.05 577.10 577.15 577.20 577.25 577.30 577.35 577.40 577.45 577.50 577.55 577.60 577.65 577.70 577.75 577.80 577.85 577.90 577.95 578.00 578.05 578.10 578.15 578.20 578.25 578.30 578.35 578.40 578.45 578.50 Discharge (cfs) 0.00 2.22 2.22 2.22 2.22 2.22 2.34 2.57 2.87 3.22 3.62 4.06 4.54 5.06 5.61 6.19 6.80 7.44 8.11 8.80 9.52 10.26 11.02 11.81 12.62 13.45 14.18 14.82 15.42 15.98 16.52 17.61 19.17 21.03 23.12 25.43 27.91 30.57 33.38 36.33 39.43 42.65 46.00 49.47 53.05 56.74 60.54 64.45 68.45 72.56 76.75 Discarded (cfs) 0.00 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 Primary (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.36 0.65 1.00 1.40 1.85 2.33 2.84 3.39 3.97 4.58 5.22 5.89 6.58 7.30 8.04 8.80 9.59 10.40 11.23 11.96 12.61 13.20 13.76 14.30 15.39 16.95 18.81 20.90 23.21 25.69 28.35 31.16 34.12 37.21 40.43 43.78 47.25 50.83 54.53 58.33 62.23 66.23 70.34 74.54 Elevation (feet) 578.55 578.60 578.65 578.70 578.75 578.80 578.85 578.90 578.95 579.00 Discharge (cfs) 81.05 85.43 89.90 94.46 99.11 103.84 108.65 113.54 118.51 121.80 Discarded (cfs) 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 Primary (cfs) 78.83 83.21 87.68 92.24 96.89 101.62 106.43 111.32 116.29 119.58

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