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        "figure": 1,
        "footnote": 1,
        "header": 2,
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    "items": [
        {
            "id": "p115.1",
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            "text": "NOAA 24-hr D 10 YR-F Rainfall=6.17\"\nPrinted 8/29/2025\nons LLC Page 87",
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            "level": 2
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            "text": "Analysis-Existing Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            },
            "level": 2
        },
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            "text": "Summary for Link 13L: Reduction",
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            "text": "7.17% Impervious, Inflow Depth = 2.00\" for 10 YR-F event\n12.23 hrs, Volume= 0.442 af\n12.23 hrs, Volume= 0.442 af, Atten= 0%, Lag= 0.0 min\nRouted to Link 8L : POA-3"
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                    "text": "Inflow Area = 2.650 ac,"
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                    "text": "Inflow = 3.12 cfs @"
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                    "text": "Primary = 3.12 cfs @"
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            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs"
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            "text": "Link 13L: Reduction",
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            "text": "Hydrograph",
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                "embedded_text": "Hydrograph\nInflow\n3.12 cfs Primary\n3.12 cfs\nInflow Area=2.650 ac\n3\n2\n(cfs)\nFlow\n1\n0"
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            "text": "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)",
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