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                "embedded_text": "NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nAnalysis - Failure\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 26"
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            "text": "Summary for Subcatchment 16S: Typ. Roof",
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            "text": "Runoff = 0.15 cfs @ 12.09 hrs, Volume=\nRouted to Pond 5P : BIORETENTION BASIN 1A"
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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 2 YR-C Rainfall=3.42\""
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                    "text": "1,850\n1,850",
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                    "text": "Roofs, HSG A\n100.00% Impervious Area",
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                "embedded_text": "Hydrograph\n0.16 0.15 cfs\nNOAA 24-hr D\n0.15\n0.14\n0.13 2 YR-C Rainfall=3.42\"\n0.12\nRunoff Area=1,850 sf\n0.11\nRunoff Volume=491 cf\n0.1\n(cfs) 0.09\n0.08 Runoff Depth=3.19\"\nFlow\nFlow Length=45'\n0.07\n0.06\n0.05 Tc=0.4 min\nCN=0/98\n0.04\n0.03\n0.02\n0.01\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"
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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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