{
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            "text": "Environmental Impact Statement\nBlock 20101, Lots 29 & 30\nJackson Township, Ocean County, New Jersey",
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            "text": "January 9, 2026\nPage 11 of 28",
            "attrs": {
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            },
            "level": 2
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            "order": 3,
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            "bbox": {
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            "text": "infiltrated separately. Controlled outlet structures convey excess flows in a stabilized manner to prevent downstream erosion and sediment transport."
        },
        {
            "id": "p14.4",
            "order": 4,
            "type": "text",
            "bbox": {
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            "text": "No permanent alteration of stream channels, wetlands, or open water features is proposed. Construction activities will be regulated through soil erosion and sediment control measures to prevent sediment laden runoff from entering downstream drainage features. Based on the site design and proposed stormwater management strategy, the project is not anticipated to result in significant adverse impacts to freshwater wetlands, surface water hydrology, or water quality."
        },
        {
            "id": "p14.5",
            "order": 5,
            "type": "heading",
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            "text": "Steps taken to minimize environmental impacts",
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            "level": 3
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        {
            "id": "p14.6",
            "order": 6,
            "type": "text",
            "bbox": {
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            "text": "Wetland protection is an essential aspect of the intent and purposes stated under New Jersey Municipal Land Use Law; the project avoids negative impacts to these sensitive areas. The development areas have been located outside of sensitive environmental areas. The Freshwater Wetland Letter of Interpretation – Line Verification will verify the extent and buffer determination of wetlands and wetland transition areas on site."
        },
        {
            "id": "p14.7",
            "order": 7,
            "type": "text",
            "bbox": {
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            "text": "Impacts to freshwater wetlands and surface waters are minimized through site layout that avoids environmentally constrained areas and limits disturbance to upland portions of the property. Development footprints, grading limits, and infrastructure alignments are configured to prevent encroachment into regulated wetlands and preserve existing natural buffers to the maximum extent practicable."
        },
        {
            "id": "p14.8",
            "order": 8,
            "type": "text",
            "bbox": {
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            "text": "Existing site hydrology is maintained by preserving natural drainage patterns within undisturbed woodland areas and excluding these areas from the stormwater collection system. Runoff generated by new impervious surfaces is managed through infiltration based green infrastructure systems that promote groundwater recharge and reduce surface discharge volumes."
        },
        {
            "id": "p14.9",
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            "text": "Surface water quality is protected through pretreatment and filtration of stormwater runoff prior to infiltration or controlled discharge. Surface infiltration basins provide sediment and pollutant removal consistent with New Jersey Stormwater Management performance standards, while roof runoff is segregated and infiltrated separately. Outlet structures convey excess flows in a stabilized manner to prevent downstream erosion and sediment transport."
        },
        {
            "id": "p14.10",
            "order": 10,
            "type": "text",
            "bbox": {
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            "text": "Construction phase impacts are minimized through implementation of certified soil erosion and sediment control measures, staged land disturbance, stabilized access points, and prompt site stabilization to prevent sediment laden runoff from entering downstream drainage features."
        },
        {
            "id": "p14.11",
            "order": 11,
            "type": "text",
            "bbox": {
                "l": 68.88,
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            "text": "The project minimizes impacts to wetlands, hydrology, and surface water quality through avoidance, infiltration based stormwater management, controlled discharge, and strict construction controls."
        },
        {
            "id": "p14.12",
            "order": 12,
            "type": "heading",
            "bbox": {
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            "text": "5.6 Topography and Slope",
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            "level": 3
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            "id": "p14.13",
            "order": 13,
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            "bbox": {
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            "text": "The Existing Conditions Plan (Sheet C200) in the Plan Set prepared by Haler Consulting provides the existing topographic conditions at the site at one-foot intervals (NAVD88 datum). The site elevations range from approximately 106.2 feet at the high point in the northwest corner to 86.5 feet in the southeastern corner of the property, near the wetlands. Portions of the existing site drain to the east towards adjacent roadways. Most of the site drains offsite and within the wetlands in the southeastern corner of the property."
        }
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