{ "document_id": 12617, "page": 13, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12729, "item_count": 25, "counts_by_type": { "caption": 1, "footer": 2, "heading": 2, "table": 1, "table_cell": 16, "text": 2, "title": 1 }, "build_ms": 3, "items": [ { "id": "p13.1", "order": 1, "type": "title", "bbox": { "l": 208.56, "t": 777.6, "r": 403.2, "b": 735.36 }, "text": "Stormwater Management Report\nSouth Hope Chapel Rd. Subdivision\nProject #23184", "attrs": { "block_label": "doc_title" }, "level": 2 }, { "id": "p13.2", "order": 2, "type": "heading", "bbox": { "l": 51.84, "t": 701.28, "r": 210.24, "b": 685.92 }, "text": "Groundwater Recharge", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.3", "order": 3, "type": "text", "bbox": { "l": 50.64, "t": 678.48, "r": 560.16, "b": 638.64 }, "text": "In accordance with N.J.A.C. 7:8-5.4(b), groundwater recharge can be met by infiltrating the increase in runoff from the 2-year storm event. The proposed GI infiltration basins will fully infiltrate the increased runoff from a 2-year storm event. Therefore, the requirement is met." }, { "id": "p13.4", "order": 4, "type": "heading", "bbox": { "l": 51.84, "t": 612.48, "r": 190.8, "b": 597.84 }, "text": "Green Infrastructure", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.5", "order": 5, "type": "text", "bbox": { "l": 50.64, "t": 588.96, "r": 560.64, "b": 511.44 }, "text": "In accordance with N.J.A.C. 7:8-5.3 groundwater recharge, stormwater runoff quality, and stormwater runoff quantity standards must be met using green infrastructure (GI). Green infrastructure is defined as a stormwater management measure that manages stormwater close to its source by either treating stormwater runoff through infiltration into subsoil, treating stormwater runoff through filtration by vegetation or soil; or storing stormwater runoff for reuse. The proposed stormwater management design complies with the NJDEP criteria for Small Scale Green Infrastructure as demonstrated below" }, { "id": "p13.6", "order": 6, "type": "caption", "bbox": { "l": 87.36, "t": 473.52, "r": 474.96, "b": 457.92 }, "text": "INFILTRATION BASIN GREEN INFRASTRUCTURE REQUIREMENTS", "attrs": { "block_label": "figure_title" } }, { "id": "p13.7", "order": 7, "type": "table", "bbox": { "l": 15.84, "t": 445.92, "r": 546.24, "b": 319.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 8, "integrity": { "cells_checked": 16, "cells_flagged": 1, "flags": [ { "row": 0, "col": 3, "coverage": 0, "text": "Lowest Orifice Elev. (ft)" } ] } }, "children": [ { "id": "p13.7.1", "order": 8, "type": "table_cell", "bbox": { "l": 35.999986, "t": 401.330719, "r": 46.563524, "b": 391.988243 }, "text": "GI", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.2", "order": 9, "type": "table_cell", "bbox": { "l": 71.519981, "t": 424.25071, "r": 119.167041, "b": 368.948252 }, "text": "Total Tributary Drainage Area (Max 2.5 Ac)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.3", "order": 10, "type": "table_cell", "bbox": { "l": 132.119944, "t": 412.850715, "r": 171.550196, "b": 380.468248 }, "text": "Basin Bottom Elev. (ft)", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.4", "order": 11, "type": "table_cell", "bbox": { "l": 214.74, "t": 445.92, "r": 281.04, "b": 403.84 }, "text": "Lowest Orifice Elev. (ft)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.7.5", "order": 12, "type": "table_cell", "bbox": { "l": 238.919873, "t": 407.090717, "r": 278.350126, "b": 386.228246 }, "text": "SHWT Elev. (ft)", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.6", "order": 13, "type": "table_cell", "bbox": { "l": 303.239819, "t": 412.850715, "r": 357.553609, "b": 380.468248 }, "text": "Separation from SHWT (Min. 2 ft)", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.7", "order": 14, "type": "table_cell", "bbox": { "l": 385.919801, "t": 407.090717, "r": 480.246791, "b": 386.228246 }, "text": "Tested Permeability (Min. 1 in/hr)", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.8", "order": 15, "type": "table_cell", "bbox": { "l": 509.279255, "t": 441.410703, "r": 529.749518, "b": 420.548232 }, "text": "Test Pits", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p13.7.9", "order": 16, "type": "table_cell", "bbox": { "l": 38.519985, "t": 347.210741, "r": 44.047066, "b": 322.748271 }, "text": "2\n3", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.10", "order": 17, "type": "table_cell", "bbox": { "l": 85.680151, "t": 347.210741, "r": 105.007225, "b": 322.748271 }, "text": "0.62\n0.88", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.11", "order": 18, "type": "table_cell", "bbox": { "l": 139.321838, "t": 347.210741, "r": 164.288888, "b": 322.748271 }, "text": "91.65\n90.75", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.12", "order": 19, "type": "table_cell", "bbox": { "l": 190.683472, "t": 347.210741, "r": 215.650523, "b": 322.748271 }, "text": "93.65\n92.75", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.13", "order": 20, "type": "table_cell", "bbox": { "l": 246.119876, "t": 348.650741, "r": 271.086926, "b": 324.30827 }, "text": "86.79\n85.57", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.14", "order": 21, "type": "table_cell", "bbox": { "l": 320.759862, "t": 347.210741, "r": 340.086921, "b": 322.748271 }, "text": "4.86\n5.18", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.15", "order": 22, "type": "table_cell", "bbox": { "l": 383.641501, "t": 347.210741, "r": 482.473412, "b": 322.748271 }, "text": "9.9\n20 (Soil Replacement)", "attrs": { "row": 1, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p13.7.16", "order": 23, "type": "table_cell", "bbox": { "l": 501.720224, "t": 348.650741, "r": 537.267515, "b": 324.30827 }, "text": "22 & 6A\n7 & 8", "attrs": { "row": 1, "col": 7, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p13.8", "order": 24, "type": "footer", "bbox": { "l": 56.16, "t": 43.92, "r": 157.92, "b": 20.64 }, "text": "E Civil Core", "attrs": { "block_label": "footer" } }, { "id": "p13.9", "order": 25, "type": "footer", "bbox": { "l": 506.16, "t": 38.88, "r": 556.32, "b": 27.12 }, "text": "11 | Page", "attrs": { "block_label": "number" } } ], "excluded_furniture": { "first": [], "last": [] } }