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            "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 89",
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            "text": "2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 90",
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        {
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            "text": "Summary for Link 14L: Study Area West (Total)",
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                    "text": "Inflow Area =",
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                    "text": "1.050 ac, 68.57% Impervious, Inflow Depth = 0.16\" for 10-Year-Projected event",
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                    "text": "Inflow =",
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                    "text": "0.05 cfs @ 12.53 hrs, Volume= 0.014 af",
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                    "text": "Primary =",
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                    "text": "0.05 cfs @ 12.53 hrs, Volume= 0.014 af, Atten= 0%, Lag= 0.0 min",
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            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs"
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            "text": "Link 14L: Study Area West (Total)",
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            "text": "Summary for Link 16L: Study Area Basin A (Total)",
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            "text": "Inflow Area = 0.740 ac, 97.30% Impervious, Inflow Depth = 5.95\" for 10-Year-Projected event\nInflow = 2.86 cfs @ 12.19 hrs, Volume = 0.367 af\nPrimary = 2.86 cfs @ 12.19 hrs, Volume = 0.367 af, Atten = 0%, Lag = 0.0 min\nRouted to Pond 21P: Basin A Routing (StormBrixx)"
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            "text": "Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs"
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            "text": "Link 16L: Study Area Basin A (Total)",
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            "text": "Hydrograph",
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            "text": "Routed to Pond 21P : Basin A Routing (StormBrixx)",
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