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    "page": 246,
    "width_pt": 612,
    "height_pt": 792,
    "rotation": 0,
    "pipeline_version": "paddleocr-vl-1.6+paul-48",
    "engine": "paddleocr_vl",
    "source_run_id": 11339,
    "item_count": 21,
    "counts_by_type": {
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    "items": [
        {
            "id": "p246.1",
            "order": 1,
            "type": "header",
            "bbox": {
                "l": 51.36,
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                "r": 133.2,
                "b": 87.36
            },
            "text": "Link 32L: POA1",
            "attrs": {
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            "level": 2
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        {
            "id": "p246.2",
            "order": 2,
            "type": "text",
            "bbox": {
                "l": 104.64,
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            "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method"
        },
        {
            "id": "p246.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 49.44,
                "t": 640.56,
                "r": 556.08,
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            "text": "Subcatchment2S: DA-P1 PERVIOUS Runoff Area=1.220 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=0.01 cfs 222 cf"
        },
        {
            "id": "p246.4",
            "order": 4,
            "type": "text",
            "bbox": {
                "l": 49.92,
                "t": 605.04,
                "r": 556.32,
                "b": 580.56
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            "text": "Subcatchment3S: DA-P3 PERVIOUS Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=0.00 cfs 124 cf"
        },
        {
            "id": "p246.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 52.56,
                "t": 570.48,
                "r": 557.28,
                "b": 543.6
            },
            "text": "Subcatchment4S: DA-P2PERVIOUS Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=168' Slope=0.0300'/' Tc=8.7 min CN=39/0 Runoff=0.00 cfs 78 cf"
        },
        {
            "id": "p246.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 532.8,
                "r": 557.04,
                "b": 508.56
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            "text": "Subcatchment6S: DA-P3IMPERVIOUS Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=0.70 cfs 2,762 cf"
        },
        {
            "id": "p246.7",
            "order": 7,
            "type": "text",
            "bbox": {
                "l": 51.84,
                "t": 497.04,
                "r": 556.8,
                "b": 471.84
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            "text": "Subcatchment7S: DA-P2IMPERVIOUS Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=0.66 cfs 2,624 cf"
        },
        {
            "id": "p246.8",
            "order": 8,
            "type": "text",
            "bbox": {
                "l": 52.08,
                "t": 461.28,
                "r": 556.8,
                "b": 436.08
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            "text": "Subcatchment8S: DA-P1 IMPERVIOUS Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=372' Slope=0.0200'/' Tc=2.5 min CN=0/98 Runoff=1.58 cfs 5,525 cf"
        },
        {
            "id": "p246.9",
            "order": 9,
            "type": "text",
            "bbox": {
                "l": 50.88,
                "t": 424.56,
                "r": 558.48,
                "b": 400.08
            },
            "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=3.81\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.29 cfs 951 cf"
        },
        {
            "id": "p246.10",
            "order": 10,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 423.36,
                "r": 218.64,
                "b": 411.36
            },
            "text": "Subcatchment14S: LOT 11 Roof"
        },
        {
            "id": "p246.11",
            "order": 11,
            "type": "text",
            "bbox": {
                "l": 51.12,
                "t": 390.24,
                "r": 558.48,
                "b": 363.84
            },
            "text": "Pond 2P: Subsurface Infiltration Basin 1\nDiscarded=0.42 cfs 5,192 cf\nPeak Elev=87.01' Storage=7 cf Inflow=0.42 cfs 5,192 cf\nPrimary=0.00 cfs 0 cf Outflow=0.42 cfs 5,192 cf"
        },
        {
            "id": "p246.12",
            "order": 12,
            "type": "text",
            "bbox": {
                "l": 50.88,
                "t": 352.32,
                "r": 559.44,
                "b": 327.84
            },
            "text": "Pond 5P: BIORETENTIONBASIN 1A\nPeak Elev=92.21' Storage=3,321 cf Inflow=1.58 cfs 5,747 cf Outflow=0.17 cfs 4,241 cf"
        },
        {
            "id": "p246.13",
            "order": 13,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 317.04,
                "r": 559.92,
                "b": 292.56
            },
            "text": "Peak Elev=94.83' Storage=51 cf Inflow=0.00 cfs 78 cf Outflow=0.00 cfs 32 cf"
        },
        {
            "id": "p246.14",
            "order": 14,
            "type": "text",
            "bbox": {
                "l": 51.6,
                "t": 314.88,
                "r": 220.56,
                "b": 303.12
            },
            "text": "Pond 6P: BIORENTION BASIN 2A"
        },
        {
            "id": "p246.15",
            "order": 15,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 281.52,
                "r": 558.24,
                "b": 255.6
            },
            "text": "Pond 8P: INFILTRATIONBASIN 3 Peak Elev=90.76' Storage=13 cf Inflow=0.27 cfs 2,783 cf Discarded=0.27 cfs 2,783 cf Primary=0.00 cfs 0 cf Outflow=0.27 cfs 2,783 cf"
        },
        {
            "id": "p246.16",
            "order": 16,
            "type": "text",
            "bbox": {
                "l": 49.68,
                "t": 245.76,
                "r": 558.96,
                "b": 219.36
            },
            "text": "Pond 10P: PERVIOUS PAVEMENT2B Peak Elev=94.81' Storage=870 cf Inflow=0.66 cfs 2,624 cf Outflow=0.19 cfs 2,620 cf"
        },
        {
            "id": "p246.17",
            "order": 17,
            "type": "text",
            "bbox": {
                "l": 50.88,
                "t": 209.52,
                "r": 558.72,
                "b": 186.72
            },
            "text": "Pond 15P: PERVIOUS PAVEMENT3B Peak Elev=94.82' Storage=866 cf Inflow=0.70 cfs 2,762 cf Outflow=0.27 cfs 2,759 cf"
        },
        {
            "id": "p246.18",
            "order": 18,
            "type": "text",
            "bbox": {
                "l": 51.84,
                "t": 178.32,
                "r": 558.24,
                "b": 147.36
            },
            "text": "Pond 33P: INFILTRATIONBASIN 2\nPeak Elev=92.28' Storage=408 cf Inflow=0.19 cfs 2,652 cf\nDiscarded=0.09 cfs 2,652 cf Primary=0.00 cfs 0 cf Outflow=0.09 cfs 2,652 cf"
        },
        {
            "id": "p246.19",
            "order": 19,
            "type": "text",
            "bbox": {
                "l": 49.92,
                "t": 137.76,
                "r": 558.96,
                "b": 112.08
            },
            "text": "Pond 42P: BIORENTION BASIN 3A Peak Elev=93.84' Storage=112 cf Inflow=0.00 cfs 124 cf Outflow=0.00 cfs 24 cf"
        },
        {
            "id": "p246.20",
            "order": 20,
            "type": "text",
            "bbox": {
                "l": 457.68,
                "t": 100.8,
                "r": 559.68,
                "b": 75.36
            },
            "text": "Inflow=0.00 cfs 0 cf\nPrimary=0.00 cfs 0 cf"
        },
        {
            "id": "p246.21",
            "order": 21,
            "type": "footer",
            "bbox": {
                "l": 49.68,
                "t": 738.96,
                "r": 562.56,
                "b": 700.08
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            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 2 YR-F Rainfall=4.04\"\nPrinted 12/19/2025\nPage 79",
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    "excluded_furniture": {
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        "last": []
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