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            "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 10/24/2025\nons LLC Page 260",
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            "text": "Analysis - Proposed 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 Subcatchment 37S: Roof Lot 8",
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            "text": "Runoff = 0.28 cfs @ 12.09 hrs, Volume= 941 cf, Depth= 6.10\"\nRouted to Pond 38P : Subsurface Basin Lot 8"
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            "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-F Rainfall=6.34\""
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                    "text": "98",
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                    "text": "100.00% Impervious Area",
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                    "text": "Length (feet)\n45",
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            "text": "Subcatchment 37S: Roof Lot 8",
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            "text": "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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