{
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    "items": [
        {
            "id": "p8.1",
            "order": 1,
            "type": "header",
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            "text": "Jackson Township Zoning Board\nOur File: 1512-Z-559",
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        },
        {
            "id": "p8.2",
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            "type": "header",
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            "text": "Page 8",
            "attrs": {
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        },
        {
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            "bbox": {
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            "text": "approximately 15 ft is provided from East Veterans Highway to the major circulation aisle. The Applicant has requested a waiver."
        },
        {
            "id": "p8.4",
            "order": 4,
            "type": "list",
            "bbox": {
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                "r": 542.4,
                "b": 466.56
            },
            "text": "",
            "attrs": {
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            },
            "children": [
                {
                    "id": "p8.4.1",
                    "order": 5,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.6,
                        "t": 662.4,
                        "r": 541.68,
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                    "text": "Per §244-197J(2)(a)[2][b] all exit drives shall extend a minimum distance of 60 feet back from the street curb or to a parking access aisle or major circulation drive, whereas approximately 35 ft is provided from Butterfly Road. The Applicant has requested a waiver.",
                    "marker": "7."
                },
                {
                    "id": "p8.4.2",
                    "order": 6,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.36,
                        "t": 618.24,
                        "r": 542.4,
                        "b": 579.12
                    },
                    "text": "Per §244-197J(2)(a)[2][c] no parking stalls shall utilize the required entrance and exit drives or major circulation drives as parking access aisles, whereas the parking accesses the main circulation drive. The Applicant has requested a waiver.",
                    "marker": "8."
                },
                {
                    "id": "p8.4.3",
                    "order": 7,
                    "type": "list_item",
                    "bbox": {
                        "l": 104.64,
                        "t": 574.32,
                        "r": 542.16,
                        "b": 522.48
                    },
                    "text": "Per §244-197D(2) parking areas for 25 or more cars and access drives for all parking areas on major or minor arterials shall provide curbed return radii of not less than 15 feet for all right-turn movements, whereas less is provided. The plans should be revised, or the Applicant shall request a waiver.",
                    "marker": "9."
                },
                {
                    "id": "p8.4.4",
                    "order": 8,
                    "type": "list_item",
                    "bbox": {
                        "l": 106.56,
                        "t": 517.92,
                        "r": 465.36,
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                    "text": "Testimony shall be provided to discuss pedestrian and accessible circulation.",
                    "marker": "10."
                },
                {
                    "id": "p8.4.5",
                    "order": 9,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.84,
                        "t": 499.2,
                        "r": 355.68,
                        "b": 485.52
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                    "text": "A detail shall be provided for the EV Ready spaces.",
                    "marker": "11."
                },
                {
                    "id": "p8.4.6",
                    "order": 10,
                    "type": "list_item",
                    "bbox": {
                        "l": 106.32,
                        "t": 480.72,
                        "r": 512.88,
                        "b": 466.56
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                    "text": "Our office defers all fire prevention and fire safety issues to the Township Fire Official.",
                    "marker": "12."
                }
            ]
        },
        {
            "id": "p8.5",
            "order": 11,
            "type": "heading",
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            "text": "E. Grading \\& Drainage",
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                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p8.6",
            "order": 12,
            "type": "list",
            "bbox": {
                "l": 104.16,
                "t": 440.88,
                "r": 542.4,
                "b": 88.8
            },
            "text": "",
            "attrs": {
                "item_count": 6
            },
            "children": [
                {
                    "id": "p8.6.1",
                    "order": 13,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.36,
                        "t": 440.88,
                        "r": 541.2,
                        "b": 414.48
                    },
                    "text": "There are 2 contours within the right-of-way of East Veterans Highway that are not tied into existing contours. Revise accordingly.",
                    "marker": "1."
                },
                {
                    "id": "p8.6.2",
                    "order": 14,
                    "type": "list_item",
                    "bbox": {
                        "l": 104.16,
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                    "text": "The NJDEP requires Major Developments, which are defined as developments that disturb one (1) or more acres of land or creates one quarter (0.25) acres of new impervious surface, to comply with the Stormwater Management Rules. The proposed development appears to disturb approximately 1.88 acres of land. It also appears to propose more than one quarter (0.25) acres of new impervious surface. Therefore, this project is required to comply with the State Stormwater Management Rules outlined in NJAC 7:8.",
                    "marker": "2."
                },
                {
                    "id": "p8.6.3",
                    "order": 15,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.84,
                        "t": 326.16,
                        "r": 541.92,
                        "b": 287.04
                    },
                    "text": "The Storm Drainage Plan proposes an MTD but does not specify what kind. The applicant shall provide a detail of the proposed MTD and verify it is on the NJDEP list of approved Green Infrastructure MTDs.",
                    "marker": "3."
                },
                {
                    "id": "p8.6.4",
                    "order": 16,
                    "type": "list_item",
                    "bbox": {
                        "l": 104.64,
                        "t": 281.28,
                        "r": 541.92,
                        "b": 216.24
                    },
                    "text": "Calculations utilizing the 2-, 10-, and 100-year future adjustment factors outlined in Table 5-6 of NJAC 7:8-5.7 were not provided for the pre-development condition. Per NJAC 7:8-5.6(b)3, calculations shall be provided to demonstrate the post-construction peak runoff rates for both the current and future 2-, 10-, and 100-year design storms are reduced by 50%, 75%, and 80%, respectively.",
                    "marker": "4."
                },
                {
                    "id": "p8.6.5",
                    "order": 17,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.12,
                        "t": 210.96,
                        "r": 542.16,
                        "b": 134.16
                    },
                    "text": "The drainage areas used in the routing calculations do not coincide with the drainage areas shown in the Post Development Drainage Area Map. The Post Development Drainage Area Map indicates the drainage area of SSIB #1 is 0.74 acres but is 0.81 acres in the routing calculations. Additionally, the Post Development Drainage Area Map indicates the drainage area of Underground Retention #2 is 0.54 acres but is 0.45 acres in the routing calculations. Please revise.",
                    "marker": "5."
                },
                {
                    "id": "p8.6.6",
                    "order": 18,
                    "type": "list_item",
                    "bbox": {
                        "l": 105.12,
                        "t": 128.16,
                        "r": 542.4,
                        "b": 88.8
                    },
                    "text": "Per the NJDEP Best Management Practice (BMP) Manual Chapter 12 Subsection 2a, additional soil testing may be required within the area of the proposed subsurface small-scale infiltration basins Underground SSIB and UG SSIB #2. Please provide testimony.",
                    "marker": "6."
                }
            ]
        },
        {
            "id": "p8.7",
            "order": 19,
            "type": "footer",
            "bbox": {
                "l": 70.8,
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                "r": 276.24,
                "b": 37.2
            },
            "text": "1512Z559 PF Major Site & Use Variance Technical Review #3",
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                "block_label": "footer"
            }
        }
    ],
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        "first": [],
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