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    "document_id": 11062,
    "page": 7,
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    "source_run_id": 11173,
    "item_count": 23,
    "counts_by_type": {
        "header": 1,
        "heading": 1,
        "list": 2,
        "list_item": 17,
        "text": 2
    },
    "build_ms": 2,
    "items": [
        {
            "id": "p7.1",
            "order": 1,
            "type": "header",
            "bbox": {
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            "text": "Page 7 of 8",
            "attrs": {
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            },
            "level": 2
        },
        {
            "id": "p7.2",
            "order": 2,
            "type": "list",
            "bbox": {
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                "r": 542.64,
                "b": 198.72
            },
            "text": "",
            "attrs": {
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            },
            "children": [
                {
                    "id": "p7.2.1",
                    "order": 3,
                    "type": "list_item",
                    "bbox": {
                        "l": 111.84,
                        "t": 717.84,
                        "r": 542.4,
                        "b": 689.76
                    },
                    "text": "Additional pavement markings and traffic control devices should be added to ensure design circulation patterns are properly established.",
                    "marker": "4."
                },
                {
                    "id": "p7.2.2",
                    "order": 4,
                    "type": "list_item",
                    "bbox": {
                        "l": 111.6,
                        "t": 681.12,
                        "r": 542.64,
                        "b": 653.76
                    },
                    "text": "The plans should be revised to detail the proposed surfacing for the playground area to determine impacts to site runoff.",
                    "marker": "5."
                },
                {
                    "id": "p7.2.3",
                    "order": 5,
                    "type": "list_item",
                    "bbox": {
                        "l": 111.6,
                        "t": 644.16,
                        "r": 427.68,
                        "b": 629.04
                    },
                    "text": "Playground area fencing should be revised to indicate non-climbable.",
                    "marker": "6."
                },
                {
                    "id": "p7.2.4",
                    "order": 6,
                    "type": "list_item",
                    "bbox": {
                        "l": 111.12,
                        "t": 619.68,
                        "r": 456.72,
                        "b": 603.6
                    },
                    "text": "Safety fencing should be provided for the drainage basin with a locking gate.",
                    "marker": "7."
                },
                {
                    "id": "p7.2.5",
                    "order": 7,
                    "type": "list_item",
                    "bbox": {
                        "l": 111.12,
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                        "r": 541.2,
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                    },
                    "text": "The plans shall be revised to remove all stormwater design from the landscaping plan sheet C601 and lighting plans sheet C601.",
                    "marker": "8."
                },
                {
                    "id": "p7.2.6",
                    "order": 8,
                    "type": "list_item",
                    "bbox": {
                        "l": 110.16,
                        "t": 557.76,
                        "r": 541.44,
                        "b": 530.88
                    },
                    "text": "Additional plantings around the stormwater basin should be added and include daffodil bulb plantings.",
                    "marker": "9."
                },
                {
                    "id": "p7.2.7",
                    "order": 9,
                    "type": "list_item",
                    "bbox": {
                        "l": 110.16,
                        "t": 521.28,
                        "r": 541.92,
                        "b": 480.72
                    },
                    "text": "As per 244-194(G)(1) all structures must be accessible by means of a driveway which shall be not less than 10 Feet wide and which shall have a center-line grade of not less than 0.5% and not greater than 10%. The exit driveway centerline grade exceeds 10%.",
                    "marker": "10."
                },
                {
                    "id": "p7.2.8",
                    "order": 10,
                    "type": "list_item",
                    "bbox": {
                        "l": 109.2,
                        "t": 472.08,
                        "r": 540.72,
                        "b": 444.48
                    },
                    "text": "Provide a narrative (table, routing data, etc.) addressing the DEP requirement to assess \"Current\" and \"Projected/Future\" Rainfall Events.",
                    "marker": "11."
                },
                {
                    "id": "p7.2.9",
                    "order": 11,
                    "type": "list_item",
                    "bbox": {
                        "l": 108.48,
                        "t": 434.88,
                        "r": 540.96,
                        "b": 407.76
                    },
                    "text": "Provide the results of an additional soil boring/test pit and permeability results in the area of the underground infiltration basin - only one (1) was provided.",
                    "marker": "12."
                },
                {
                    "id": "p7.2.10",
                    "order": 12,
                    "type": "list_item",
                    "bbox": {
                        "l": 108.48,
                        "t": 398.16,
                        "r": 540.48,
                        "b": 369.36
                    },
                    "text": "The Hantush Spreadsheets in Appendix G indicate a Kh value greater than (th[p7.2.10.1]e standard in the Coastal Plain). Provide a narrative justifying the value used or resubmit the spreadsheet using 5R.",
                    "marker": "13.",
                    "children": [
                        {
                            "id": "p7.2.10.1",
                            "order": 13,
                            "type": "text",
                            "bbox": {
                                "l": 108.48,
                                "t": 398.16,
                                "r": 540.48,
                                "b": 369.36
                            },
                            "text": "5 × R",
                            "attrs": {
                                "inline": true,
                                "text_offset": 75,
                                "text_span": 11,
                                "bbox_estimated": true
                            }
                        }
                    ]
                },
                {
                    "id": "p7.2.11",
                    "order": 14,
                    "type": "list_item",
                    "bbox": {
                        "l": 108,
                        "t": 361.44,
                        "r": 540.24,
                        "b": 321.36
                    },
                    "text": "The detail labeled \"Underground Basin- Plan View\" on Sheet C801 shows the 12\" Outlet Pipe as having a 12\" diameter and an invert of 142.5, whereas it is shown on Sheet C-400 as having a diameter of 10\" and an invert Elevation of 142.67.",
                    "marker": "14."
                },
                {
                    "id": "p7.2.12",
                    "order": 15,
                    "type": "list_item",
                    "bbox": {
                        "l": 107.28,
                        "t": 312.72,
                        "r": 540,
                        "b": 259.2
                    },
                    "text": "The \"invert out\" elevation out of the underground infiltration basin is shown on Sheets C801 and C400 as being 8: higher than the \"invert in\" elevation. The applicant should clarify if there is an inner baffle wall/outlet control device proposed inside the basin that would impound stormwater prior to outflow occurring. If this is the case, a detail should be added to the plan.",
                    "marker": "15."
                },
                {
                    "id": "p7.2.13",
                    "order": 16,
                    "type": "list_item",
                    "bbox": {
                        "l": 106.32,
                        "t": 251.04,
                        "r": 538.56,
                        "b": 223.92
                    },
                    "text": "Elevations for each storm event should be added to the \"Underground basin - Section View\" detail on Sheet C801.",
                    "marker": "16."
                },
                {
                    "id": "p7.2.14",
                    "order": 17,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.84,
                        "t": 214.08,
                        "r": 426.48,
                        "b": 198.72
                    },
                    "text": "All storm sewer piping should be specified at 15\" diameter, minimum.",
                    "marker": "17."
                }
            ]
        },
        {
            "id": "p7.3",
            "order": 18,
            "type": "heading",
            "bbox": {
                "l": 80.64,
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                "r": 192,
                "b": 176.4
            },
            "text": "E. Recommendations-",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p7.4",
            "order": 19,
            "type": "text",
            "bbox": {
                "l": 101.04,
                "t": 164.4,
                "r": 538.32,
                "b": 137.52
            },
            "text": "Any approval which the Jackson Township Planning Board may grant should be conditioned upon the following items being addressed prior to signing the map:"
        },
        {
            "id": "p7.5",
            "order": 20,
            "type": "list",
            "bbox": {
                "l": 104.16,
                "t": 127.92,
                "r": 537.36,
                "b": 51.36
            },
            "text": "",
            "attrs": {
                "item_count": 3
            },
            "children": [
                {
                    "id": "p7.5.1",
                    "order": 21,
                    "type": "list_item",
                    "bbox": {
                        "l": 104.88,
                        "t": 127.92,
                        "r": 456.48,
                        "b": 113.28
                    },
                    "text": "Compliance with all technical revisions and/or corrections previously indicated.",
                    "marker": "1."
                },
                {
                    "id": "p7.5.2",
                    "order": 22,
                    "type": "list_item",
                    "bbox": {
                        "l": 104.88,
                        "t": 103.68,
                        "r": 488.16,
                        "b": 88.08
                    },
                    "text": "Plan revisions required by the denial of any requested variances and/or design waivers.",
                    "marker": "2."
                },
                {
                    "id": "p7.5.3",
                    "order": 23,
                    "type": "list_item",
                    "bbox": {
                        "l": 104.16,
                        "t": 79.2,
                        "r": 537.36,
                        "b": 51.36
                    },
                    "text": "Receipt of approvals and compliance with all permit conditions from any Federal, State, County or local regulatory agency having jurisdiction over this application.",
                    "marker": "3."
                }
            ]
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}