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            "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025",
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            "text": "YR-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 123",
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            "text": "Analysis - Failure NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            "text": "Summary for Subcatchment 36S: Typ. Roof",
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            "text": "Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14\"\nRouted to Pond 7P : BIORENTION BASIN 2A"
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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-C Rainfall=5.38\""
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                    "text": "1,850\n1,850",
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                    "text": "98\n98",
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                    "text": "Roofs, HSG A\n100.00% Impervious Area",
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                    "text": "Tc (min)\n2.00",
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                    "text": "Length (feet)\nDirect Entry, Pipe Flow",
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            "text": "Subcatchment 36S: Typ. Roof",
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                "embedded_text": "Hydrograph\n0.26 Runoff\n0.24 cfs\n0.24\nNOAA 24-hr D\n0.22\n10 YR-C Rainfall=5.38\"\n0.2\n0.18 Runoff Area=1,850 sf\n0.16 Runoff Volume=793 cf\n(cfs) 0.14\nRunoff Depth=5.14\"\nFlow 0.12\nFlow Length=45'\n0.1\n0.08 Tc=0.4 min\n0.06 CN=0/98\n0.04\n0.02\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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    "excluded_furniture": {
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