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            "text": "NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrinted 12/19/2025",
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        },
        {
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            "text": "Analysis - Proposed Conditions NOA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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            "text": "Page 164",
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            "text": "Summary for Subcatchment 14S: LOT 11 Roof",
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            "text": "Runoff = 0.39 cfs @ 12.09 hrs, Volume= 1,286 cf, Depth= 5.14\"\nRouted 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 10 YR-C Rainfall=5.38\""
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                    "text": "Area (sf)",
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                    "text": "CN",
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                    "text": "Description",
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                    },
                    "text": "3,000\n3,000",
                    "attrs": {
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
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                    "text": "98\n98",
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                },
                {
                    "id": "p331.7.6",
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                    "text": "Roofs, HSG A\n100.00% Impervious Area",
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                        "rowspan": 1,
                        "colspan": 3,
                        "bbox_refit": true,
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                    "text": "Tc (min)\n0.3",
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                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
                        "merged_continuation": true
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                },
                {
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                    "text": "Length (feet)\n40",
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                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
                        "merged_continuation": true
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                },
                {
                    "id": "p331.7.9",
                    "order": 16,
                    "type": "table_cell",
                    "bbox": {
                        "l": 148.675499,
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                        "r": 176.088674,
                        "b": 511.344185
                    },
                    "text": "Slope (ft/ft)",
                    "attrs": {
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                        "col": 2,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
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                    "order": 17,
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                    "bbox": {
                        "l": 186.589014,
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                        "r": 224.122656,
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                    },
                    "text": "Velocity (ft/sec)\n2.00",
                    "attrs": {
                        "row": 2,
                        "col": 3,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
                        "merged_continuation": true
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                },
                {
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                    "text": "Capacity (cfs)\nDirect Entry, Pipe Flow",
                    "attrs": {
                        "row": 2,
                        "col": 4,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
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            "type": "caption",
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            "text": "Subcatchment 14S: LOT 11 Roof",
            "attrs": {
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            "order": 20,
            "type": "figure",
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            "attrs": {
                "kind": "chart",
                "block_label": "chart",
                "embedded_text": "Hydrograph\n0.42 Runoff\n0.39 cfs\n0.4\n0.38 NOAA 24-hr D\n0.36\n0.34 10 YR-C Rainfall=5.38\"\n0.32\n0.3 Runoff Area=3,000 sf\n0.28\n0.26 Runoff Volume=1,286 cf\n(cfs) 0.22 Runoff Depth=5.14\"\n0.24\nFlow Flow Length=40'\n0.2\n0.18\nTc=0.3 min\n0.16\n0.14\n0.12 CN=0/98\n0.1\n0.08\n0.06\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": {
        "first": [],
        "last": []
    }
}