{ "document_id": 12679, "page": 17, "width_pt": 612, "height_pt": 1008, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12790, "item_count": 15, "counts_by_type": { "header": 2, "heading": 2, "list": 1, "list_item": 8, "text": 2 }, "build_ms": 2, "items": [ { "id": "p17.1", "order": 1, "type": "header", "bbox": { "l": 86.88, "t": 972, "r": 361.44, "b": 957.36 }, "text": "Jackson Township Council Meeting of January 26, 2021", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p17.2", "order": 2, "type": "header", "bbox": { "l": 449.52, "t": 972, "r": 518.88, "b": 957.36 }, "text": "Page 17 of 52", "attrs": { "block_label": "number" }, "level": 2 }, { "id": "p17.3", "order": 3, "type": "text", "bbox": { "l": 176.16, "t": 935.52, "r": 524.4, "b": 742.08 }, "text": "sewer separation, undertaken by a government agency or public utility (for example, a sewerage company), the requirements of this subsection shall only apply to areas owned in fee simple by the government agency or utility, and areas within a right-of-way or easement held or controlled by the government agency or utility; the entity shall not be required to obtain additional property or property rights to fully satisfy the requirements of this subsection. Regardless of the amount of area of a separate or combined storm sewer improvement project subject to the green infrastructure requirements of this subsection, each project shall fully comply with the applicable groundwater recharge, stormwater runoff quality control, and stormwater runoff quantity standards at Section IV.P, Q and R, unless the project is granted a waiver from strict compliance in accordance with Section IV.D." }, { "id": "p17.4", "order": 4, "type": "heading", "bbox": { "l": 86.64, "t": 729.6, "r": 289.92, "b": 714.48 }, "text": "P. Groundwater Recharge Standards", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.5", "order": 5, "type": "list", "bbox": { "l": 121.92, "t": 702, "r": 524.4, "b": 161.76 }, "text": "", "attrs": { "item_count": 8 }, "children": [ { "id": "p17.5.1", "order": 6, "type": "list_item", "bbox": { "l": 122.88, "t": 702, "r": 522.96, "b": 674.16 }, "text": "This subsection contains the minimum design and performance standards for groundwater recharge as follows:", "marker": "1." }, { "id": "p17.5.2", "order": 7, "type": "list_item", "bbox": { "l": 121.92, "t": 673.68, "r": 523.2, "b": 631.92 }, "text": "The design engineer shall, using the assumptions and factors for stormwater runoff and groundwater recharge calculations at Section V, either:", "marker": "2." }, { "id": "p17.5.3", "order": 8, "type": "list_item", "bbox": { "l": 156.72, "t": 619.2, "r": 523.68, "b": 564 }, "text": "Demonstrate through hydrologic and hydraulic analysis that the site and its stormwater management measures maintain 100 percent of the average annual pre-construction groundwater recharge volume for the site; or", "marker": "i." }, { "id": "p17.5.4", "order": 9, "type": "list_item", "bbox": { "l": 157.68, "t": 563.28, "r": 524.16, "b": 521.04 }, "text": "Demonstrate through hydrologic and hydraulic analysis that the increase of stormwater runoff volume from pre-construction to post-construction for the 2-year storm is infiltrated.", "marker": "ii." }, { "id": "p17.5.5", "order": 10, "type": "list_item", "bbox": { "l": 122.88, "t": 508.56, "r": 523.2, "b": 480.72 }, "text": "This groundwater recharge requirement does not apply to projects within the “urban redevelopment area,” or to projects subject to 4 below.", "marker": "3." }, { "id": "p17.5.6", "order": 11, "type": "list_item", "bbox": { "l": 123.12, "t": 480, "r": 443.04, "b": 465.36 }, "text": "The following types of stormwater shall not be recharged:", "marker": "4." }, { "id": "p17.5.7", "order": 12, "type": "list_item", "bbox": { "l": 159.84, "t": 453.36, "r": 524.4, "b": 301.92 }, "text": "Stormwater from areas of high pollutant loading. High pollutant loading areas are areas in industrial and commercial developments where solvents and/or petroleum products are loaded/unloaded, stored, or applied, areas where pesticides are loaded/unloaded or stored; areas where hazardous materials are expected to be present in greater than “reportable quantities” as defined by the United States Environmental Protection Agency (EPA) at 40 CFR 302.4; areas where recharge would be inconsistent with Department approved remedial action work plan or landfill closure plan and areas with high risks for spills of toxic materials, such as gas stations and vehicle maintenance facilities; and", "marker": "i." }, { "id": "p17.5.8", "order": 13, "type": "list_item", "bbox": { "l": 157.44, "t": 301.2, "r": 524.4, "b": 161.76 }, "text": "Industrial stormwater exposed to “source material.” “Source material” means any material(s) or machinery, located at an industrial facility, that is directly or indirectly related to process, manufacturing or other industrial activities, which could be a source of pollutants in any industrial stormwater discharge to groundwater. Source materials include, but are not limited to, raw materials; intermediate products; final products; waste materials; by-products; industrial machinery and fuels, and lubricants, solvents, and detergents that are related to process, manufacturing, or other industrial activities that are exposed to stormwater.", "marker": "ii." } ] }, { "id": "p17.6", "order": 14, "type": "heading", "bbox": { "l": 86.88, "t": 149.76, "r": 310.32, "b": 134.88 }, "text": "Q. Stormwater Runoff Quality Standards", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.7", "order": 15, "type": "text", "bbox": { "l": 104.88, "t": 122.16, "r": 524.64, "b": 79.2 }, "text": "1. This subsection contains the minimum design and performance standards to control stormwater runoff quality impacts of major development. Stormwater runoff quality standards are applicable when the major development results in" } ], "excluded_furniture": { "first": [], "last": [] } }