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            "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 286",
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            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            "text": "Summary for Link 32L: POA1",
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                            "text": "27.76% Impervious,"
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                            "coverage": 0.57,
                            "text": "Inflow Depth = 0.00\" for 10 YR-F event"
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                    "text": "Inflow Area =",
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                    "text": "73,567 sf,",
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                    "text": "Inflow Depth = 0.00\" for 10 YR-F event",
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                    "text": "Inflow =\nPrimary =",
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                        "merged_continuation": true
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                    "text": "0.00 cfs @\n0.00 cfs @",
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                    "text": "0.00 hrs,\n0.00 hrs,",
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                    "text": "0 cf\n0 cf,",
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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 32L: POA1",
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            "text": "Hydrograph",
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            "text": "Flow (cfs)",
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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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