{
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    "page": 1429,
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    "item_count": 6,
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    "items": [
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            "id": "p1429.1",
            "order": 1,
            "type": "header",
            "bbox": {
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            "text": "Analysis - County NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 7",
            "attrs": {
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        {
            "id": "p1429.2",
            "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": "p1429.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 640.56,
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            "text": "Subcatchment 35S: COUNTY SYSTEM Runoff Area=0.190 ac 68.42% Impervious Runoff Depth=2.18\" Flow Length=276' Slope=0.0100'/' Tc=2.3 min CN=39/98 Runoff=0.44 cfs 1,505 cf"
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        {
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            "order": 4,
            "type": "text",
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                "l": 51.6,
                "t": 603.6,
                "r": 191.52,
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            "text": "Pond CB-1: County Basin-1"
        },
        {
            "id": "p1429.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 279.36,
                "t": 604.32,
                "r": 560.88,
                "b": 579.6
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            "text": "Peak Elev=88.91' Storage=0.009 af Inflow=0.44 cfs 1,505 cf Outflow=0.06 cfs 1,505 cf"
        },
        {
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            "order": 6,
            "type": "text",
            "bbox": {
                "l": 131.52,
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            "text": "Total Runoff Area = 8,276 sf Runoff Volume = 1,505 cf Average Runoff Depth = 2.18\"\n31.58% Pervious = 2,614 sf 68.42% Impervious = 5,663 sf"
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