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            "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 296",
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            "text": "Analysis - Proposed Conditions NOAA\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 = 0.66 cfs @ 12.24 hrs, Volume=\nRouted to Pond 42P : BIORENTION BASIN 3A"
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            "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 100 YR-C Rainfall=9.48\""
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            "text": "",
            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\nRunoff\n0.7 0.66 cfs\nNOAA 24-hr D\n0.65\n0.6\n100 YR-C Rainfall=9.48\"\n0.55\n0.5 Runoff Area=0.680 ac\n0.45 Runoff Volume=4,528 cf\n(cfs) Runoff Depth=1.83\"\n0.4\nFlow Flow Length=363'\n0.35\n0.3\n0.25 Tc=11.5 min\n0.2 CN=39/0\n0.15\n0.1\n0.05\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"
            }
        },
        {
            "id": "p463.11",
            "order": 51,
            "type": "footnote",
            "bbox": {
                "l": 89.76,
                "t": 80.4,
                "r": 492,
                "b": 61.92
            },
            "text": "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)",
            "attrs": {
                "block_label": "vision_footnote"
            }
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}