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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 87",
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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 88",
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            "text": "Summary for Link 8L: Existing Study Area Road (Total)",
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                    "text": "Inflow Area =",
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                    "text": "0.150 ac, 20.00% Impervious, Inflow Depth = 1.66\" for 10-Year-Projected event",
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                    "text": "Inflow =",
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                    "text": "0.13 cfs @ 12.20 hrs, Volume= 0.021 af",
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                    "text": "Primary =",
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                    "text": "0.13 cfs @ 12.20 hrs, Volume= 0.021 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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            "type": "caption",
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            "text": "Link 8L: Existing Study Area Road (Total)",
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            },
            "text": "Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)",
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            "text": "Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 5.93\" for 10-Year-Projected event\nInflow = 2.42 cfs @ 12.19 hrs, Volume = 0.311 af\nPrimary = 2.42 cfs @ 12.19 hrs, Volume = 0.311 af, Atten = 0%, Lag = 0.0 min\nRouted to Link 16L: Study Area Basin A (Total)\nPrimary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs\nFixed water surface Elevation= 117.75'"
        },
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            "text": "Link 10L: Study Area Study Area WQ MTD A-110 (Total)",
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