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            "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 306",
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            "text": "Analysis - Proposed Conditions 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 14S: LOT 11 Roof",
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                    "text": "Runoff = 0.69 cfs @ 12.09 hrs, Volume= 2,310 cf, Depth= 9.24\"",
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                    "text": "Routed to Pond 2P : Subsurface Infiltration Basin 1",
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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 100 YR-C Rainfall=9.48\"",
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                    "text": "Area (sf)",
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                    "text": "CN",
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                    "text": "Description",
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                },
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                },
                {
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                    "text": "3,000\n3,000",
                    "attrs": {
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
                        "merged_continuation": true
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                },
                {
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                    "text": "98\n98",
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                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
                        "merged_continuation": true
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                    "text": "Roofs, HSG A\n100.00% Impervious Area",
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                },
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                },
                {
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                    "text": "Tc (min)\n0.3",
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                    "text": "Length (feet)\n40",
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                    "text": "Slope (ft/ft)\n2.00",
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                    "text": "Velocity (ft/sec)\nDirect Entry, Pipe Flow",
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                    "text": "Capacity (cfs)",
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            "text": "Subcatchment 14S: LOT 11 Roof",
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                "embedded_text": "Hydrograph\n0.75 Runoff\n0.69 cfs\n0.7\n0.65 NOAA 24-hr D\n0.6 100 YR-C Rainfall=9.48\"\nRunoff Area=3,000 sf\n0.55\n0.5\nRunoff Volume=2,310 cf\n0.45\n(cfs) 0.4 Runoff Depth=9.24\"\nFlow Flow Length=40'\n0.35\n0.3\nTc=0.3 min\n0.25\n0.2 CN=0/98\n0.15\n0.1\n0.05\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": {
        "first": [],
        "last": []
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}