{ "document_id": 10450, "page": 4, "width_pt": 612, "height_pt": 1008, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10561, "item_count": 21, "counts_by_type": { "heading": 1, "list": 3, "list_item": 9, "table": 1, "table_cell": 3, "text": 4 }, "build_ms": 5, "items": [ { "id": "p4.1", "order": 1, "type": "list", "bbox": { "l": 148.8, "t": 908.88, "r": 578.88, "b": 645.6 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p4.1.1", "order": 2, "type": "list_item", "bbox": { "l": 166.08, "t": 908.88, "r": 578.88, "b": 837.6 }, "text": "Provisions shall be made for overflow of excess drainage. Overflows shall be discharged to downstream pervious areas as overland flow. Direct piping of downspouts to the curb or to a stormwater runoff conveyance system will only be allowed in situations where sheet flow is impractical or would create hazards to property.", "marker": "b." }, { "id": "p4.1.2", "order": 3, "type": "list_item", "bbox": { "l": 165.84, "t": 825.84, "r": 577.92, "b": 768.48 }, "text": "Residential property owners shall be restricted from removing drywells or placing structures on the ground surface above the same, without further approval by the Township Engineer as part of a formal Building and/or Zoning Permit approval.", "marker": "c." }, { "id": "p4.1.3", "order": 4, "type": "list_item", "bbox": { "l": 148.8, "t": 757.68, "r": 577.68, "b": 727.92 }, "text": "Stormwater management requirements for Non-Residential Non-Major Development.", "marker": "D." }, { "id": "p4.1.4", "order": 5, "type": "list_item", "bbox": { "l": 166.08, "t": 715.68, "r": 578.4, "b": 645.6 }, "text": "For any non-residential non-major development that results in a net increase in impervious cover of 1,000 sf or greater, for each 10 square foot of new impervious surface; 2.5 cubic feet of stormwater shall be managed without overflow using one or more of the green infrastructure practices set forth in Table 1 below.", "marker": "a." } ] }, { "id": "p4.2", "order": 6, "type": "text", "bbox": { "l": 19.92, "t": 519.6, "r": 98.16, "b": 471.12 }, "text": "DASTI, McGUCKIN,\nMcNICHOLS, CONNORS,\nANTHONY & BUCKLEY\nCOUNSELLORS AT LAW" }, { "id": "p4.3", "order": 7, "type": "text", "bbox": { "l": 22.8, "t": 462.72, "r": 96.24, "b": 444.48 }, "text": "620 WEST LACEY ROAD\nFORKED RIVER, N.J. 08731\nsufficiently sized to store one cubic foot for each 10 square feet of new impervious cover." }, { "id": "p4.4", "order": 8, "type": "table", "bbox": { "l": 180.48, "t": 612.36, "r": 569.28, "b": 510.72 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p4.4.1", "order": 9, "type": "table_cell", "bbox": { "l": 300, "t": 612.36, "r": 450.072, "b": 582.396 }, "text": "Table 1\\nNon-Major Development BMP", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p4.4.2", "order": 10, "type": "table_cell", "bbox": { "l": 186.96, "t": 584.1601, "r": 330.24, "b": 510.876 }, "text": "Grass Swale\nPervious Paving System\nSmall-Scale Infiltration Basin\nVegetative Filter Strip\nDry Well ^{{*}}", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p4.4.3", "order": 11, "type": "table_cell", "bbox": { "l": 375.96, "t": 584.1601, "r": 527.28, "b": 525.156 }, "text": "Green Roof\nSmall-Scale Bioretention Basin\nSmall-Scale Sand Filter\nCistern", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p4.5", "order": 12, "type": "text", "bbox": { "l": 184.32, "t": 497.52, "r": 554.88, "b": 467.52 }, "text": "[p4.5.1]The use of dry wells is allowed only where the other listed methods cannot feasibly meet the requirements of this section.", "children": [ { "id": "p4.5.1", "order": 13, "type": "text", "bbox": { "l": 184.32, "t": 497.52, "r": 554.88, "b": 467.52 }, "text": "^{*}", "attrs": { "inline": true, "text_offset": 0, "text_span": 8, "bbox_estimated": true } } ] }, { "id": "p4.6", "order": 14, "type": "list", "bbox": { "l": 165.84, "t": 456, "r": 578.4, "b": 233.28 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p4.6.1", "order": 15, "type": "list_item", "bbox": { "l": 165.84, "t": 456, "r": 578.4, "b": 398.88 }, "text": "In such cases where it is determined that the out flow from the stormwater management system will impact an adjacent property, the out flow shall be directed to a storm sewer, gutter, swale, or other suitable stormwater runoff conveyance measure.", "marker": "b." }, { "id": "p4.6.2", "order": 16, "type": "list_item", "bbox": { "l": 165.84, "t": 386.88, "r": 578.16, "b": 274.32 }, "text": "If the Township Engineer (or Board Engineer, where applicable) determines that the out flow from the stormwater management system will negatively impact an adjoining property and the out flow cannot be safely directed to a storm sewer, gutter, swale, or other suitable stormwater runoff conveyance measure, the stormwater runoff from the development shall be retained on-site at a rate of 4 cubic feet of storage for each 10 square foot of new impervious surface using green infrastructure practices or such other measures as may be required by the Township Engineer (or Board Engineer, where applicable).", "marker": "c." }, { "id": "p4.6.3", "order": 17, "type": "list_item", "bbox": { "l": 166.32, "t": 263.28, "r": 577.68, "b": 233.28 }, "text": "The stormwater management feature shall be protected from future development by drainage easement, deed restriction, or other acceptable legal measures.", "marker": "d." } ] }, { "id": "p4.7", "order": 18, "type": "heading", "bbox": { "l": 166.56, "t": 221.28, "r": 305.28, "b": 206.16 }, "text": "e. Maintenance and repair:", "level": 3 }, { "id": "p4.8", "order": 19, "type": "list", "bbox": { "l": 166.56, "t": 194.16, "r": 578.64, "b": 82.32 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p4.8.1", "order": 20, "type": "list_item", "bbox": { "l": 204.72, "t": 194.16, "r": 578.4, "b": 123.36 }, "text": "Projects subject to review of this section ( $ §244-209.2D $) shall comply with the same maintenance and repair requirements for “Major Developments” as set forth in $ §244-209J(2) $ $ §244-209J(3) $, and shall also comply with the requirements of $ §244-40 $, Stormwater management system maintenance.", "marker": "i." }, { "id": "p4.8.2", "order": 21, "type": "list_item", "bbox": { "l": 166.56, "t": 111.36, "r": 578.64, "b": 82.32 }, "text": "Whenever the stormwater management design includes one or more BMPs that will infiltrate stormwater into subsoil, the design engineer shall perform a", "marker": "f." } ] } ], "excluded_furniture": { "first": [], "last": [] } }