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            "text": "NOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\ns LLC Page 83",
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            "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            "text": "Summary for Subcatchment 3S: DA-P3 PERVIOUS",
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            "text": "Runoff = 0.00 cfs @ 17.07 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A"
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                "embedded_text": "Hydrograph\n0.004 Runoff\n0.00 cfs\n0.004\nNOAA 24-hr D\n0.004\n0.003\n2 YR-F Rainfall=4.04\"\n0.003\n0.003\nRunoff Area=0.680 ac\n0.003\n0.003\n0.002 Runoff Volume=124 cf\n(cfs) 0.002\n0.002 Runoff Depth=0.05\"\nFlow 0.002\n0.002 Flow Length=363'\n0.001\n0.001 Tc=11.5 min\n0.001\n0.001 CN=39/0\n0.001\n0.000\n0.000\n0\n0 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"
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                "l": 94.8,
                "t": 80.64,
                "r": 492.24,
                "b": 61.44
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            "text": "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)",
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