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            "bbox": {
                "l": 454.32,
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            "text": "YR-C Rainfall=3.41\"\nPrinted 8/29/2025\nPage 17",
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            "text": "NOAA 24-hr D 2 YR-C Rainfall=3.41\"\nPrinted 8/29/2025",
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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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            "text": "Summary for Link 8L: POA-3",
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            "text": "Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 0.56\" for 2 YR-C event\nInflow = 0.59 cfs @ 12.27 hrs, Volume = 0.127 af\nPrimary = 0.59 cfs @ 12.27 hrs, Volume = 0.127 af, Atten = 0%, Lag = 0.0 min"
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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 8L: POA-3",
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            "text": "Hydrograph",
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                "embedded_text": "Inflow\n0.65 0.59 cfs Primary\n0.59 cfs\n0.6 Inflow Area=2.740 ac\n0.55\n0.5\n0.45\n0.4\n(cfs) 0.35\nFlow 0.3\n0.25\n0.2\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\nTime (hours)"
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            "text": "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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