{
    "document_id": 11809,
    "page": 14,
    "width_pt": 612,
    "height_pt": 792,
    "rotation": 0,
    "pipeline_version": "paddleocr-vl-1.6+paul-48",
    "engine": "paddleocr_vl",
    "source_run_id": 11920,
    "item_count": 9,
    "counts_by_type": {
        "heading": 4,
        "text": 5
    },
    "build_ms": 1,
    "items": [
        {
            "id": "p14.1",
            "order": 1,
            "type": "heading",
            "bbox": {
                "l": 70.8,
                "t": 719.04,
                "r": 327.84,
                "b": 706.08
            },
            "text": "V STORMWATER MANAGEMENT PLAN",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p14.2",
            "order": 2,
            "type": "heading",
            "bbox": {
                "l": 106.32,
                "t": 691.2,
                "r": 187.44,
                "b": 678
            },
            "text": "Erosion Control",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p14.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 105.36,
                "t": 663.84,
                "r": 541.68,
                "b": 594.72
            },
            "text": "The project complies with the \"New Jersey Standards for Soil Erosion and Sediment Control\". Certification for the project is required from the Ocean County Soil Conservation District."
        },
        {
            "id": "p14.4",
            "order": 4,
            "type": "heading",
            "bbox": {
                "l": 106.32,
                "t": 580.56,
                "r": 221.76,
                "b": 567.84
            },
            "text": "Groundwater Recharge",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p14.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 105.36,
                "t": 552.96,
                "r": 542.4,
                "b": 400.8
            },
            "text": "All increased run-off from the 2 year storm event will recharge the groundwater through the stormwater management system. In accordance with the NJ Stormwater Management Rules, NJAC 7:8-5.4, the project shall maintain 100 percent of the average annual pre-construction groundwater recharge volume for the site, or demonstrate that the increase of stormwater run-off from pre-construction to post-construction for the two year storm is infiltrated."
        },
        {
            "id": "p14.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 104.88,
                "t": 387.84,
                "r": 542.4,
                "b": 234.96
            },
            "text": "As shown in the flood routings, the site will not produce any additional run-off during the 2 year storm event, and will provide for full recharge from any additional impervious surfaces. All run-off generated will be infiltrated on site through the rain garden/bio-retention facility and small scale infiltration basin. Since the design provides groundwater recharge of increased run-off from the 2 year storm event, the design complies with the applicable standard."
        },
        {
            "id": "p14.7",
            "order": 7,
            "type": "heading",
            "bbox": {
                "l": 106.32,
                "t": 194.88,
                "r": 189.6,
                "b": 180.72
            },
            "text": "Runoff Quantity",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p14.8",
            "order": 8,
            "type": "text",
            "bbox": {
                "l": 105.36,
                "t": 167.28,
                "r": 541.2,
                "b": 125.28
            },
            "text": "Analysis of pre-developed conditions confirms that run-off from the project site is directed to the east property line."
        },
        {
            "id": "p14.9",
            "order": 9,
            "type": "text",
            "bbox": {
                "l": 105.36,
                "t": 111.84,
                "r": 541.68,
                "b": 70.56
            },
            "text": "The stormwater management plan consists of on-site collection system and a series of small-scale infiltration basins (SSIB), both surface and sub-surface. Pre-treatment"
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}