{ "document_id": 11891, "page": 114, "width_pt": 792, "height_pt": 612, "rotation": 90, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12003, "item_count": 72, "counts_by_type": { "figure": 2, "formula": 1, "heading": 5, "list": 1, "list_item": 5, "table": 4, "table_cell": 48, "text": 6 }, "build_ms": 7, "items": [ { "id": "p114.1", "order": 1, "type": "heading", "bbox": { "l": 106.8, "t": 567.84, "r": 352.8, "b": 528.48 }, "text": "D DYNAMIC ENGINEERING", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p114.2", "order": 2, "type": "figure", "bbox": { "l": 220.02, "t": 533.52, "r": 450.54, "b": 188.28 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p114.3", "order": 3, "type": "heading", "bbox": { "l": 79.44, "t": 506.64, "r": 349.68, "b": 493.68 }, "text": "Preformed Scour Hole Design", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p114.4", "order": 4, "type": "table", "bbox": { 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"bbox": { "l": 76.32, "t": 487.92, "r": 190.2, "b": 477.9771 }, "text": "Project:", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p114.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 190.2, "t": 487.92, "r": 304.08, "b": 477.9771 }, "text": "Proposed Office Building", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p114.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 76.32, "t": 477.9771, "r": 190.2, "b": 468.0343 }, "text": "Job #:", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 190.2, "t": 477.9771, "r": 304.08, "b": 468.0343 }, "text": "3342-99-007", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 76.32, "t": 468.0343, "r": 190.2, "b": 458.0914 }, "text": "Location:", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 190.2, "t": 468.0343, "r": 304.08, "b": 458.0914 }, "text": "Jackson, NJ", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 76.32, "t": 458.0914, "r": 190.2, "b": 448.1486 }, "text": "Design Storm:", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 190.2, "t": 458.0914, "r": 304.08, "b": 448.1486 }, "text": "25-Year", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 76.32, "t": 448.1486, "r": 190.2, "b": 438.2057 }, "text": "Computed By:", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 190.2, "t": 448.1486, "r": 304.08, "b": 438.2057 }, "text": "NC", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 76.32, "t": 438.2057, "r": 190.2, "b": 428.2629 }, "text": "Checked By:", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 190.2, "t": 438.2057, "r": 304.08, "b": 428.2629 }, "text": "", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 76.32, "t": 428.2629, "r": 190.2, "b": 418.32 }, "text": "Date:", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 190.2, "t": 428.2629, "r": 304.08, "b": 418.32 }, "text": "2/10/2026", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p114.5", "order": 19, "type": "text", "bbox": { "l": 77.28, "t": 407.28, "r": 291.12, "b": 398.4 }, "text": "Discharge not in Basin, Therefore Tailwater is less than 0.5 x Do" }, { "id": "p114.6", "order": 20, "type": "table", "bbox": { "l": 76.56, "t": 389.04, "r": 274.56, "b": 297.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 9, "n_cols": 2, "integrity": { "cells_checked": 18, "cells_flagged": 18, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Discharge Point ID" }, { "row": 0, "col": 1, "coverage": 0, "text": "POI AREA WEST" }, { "row": 1, "col": 0, "coverage": 0, "text": "Q (25-yr storm cfs)" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.7" }, { "row": 2, "col": 0, "coverage": 0.14, "text": "Inside Height of Outlet Culvert, D_{{o}} (in)" }, { "row": 2, "col": 1, "coverage": 0, "text": "15" }, { "row": 3, "col": 0, "coverage": 0, "text": "Inside Height of Outlet Culvert, D_{{o}} (ft)" }, { "row": 3, "col": 1, "coverage": 0, "text": "1.3" }, { "row": 4, "col": 0, "coverage": 0, "text": "Tailwater (ft), TW" }, { "row": 4, "col": 1, "coverage": 0, "text": "0.25" }, { "row": 5, "col": 0, "coverage": 0, "text": "Bottom Length of Scour Hole, L1=3 D_{{o}} (ft)" }, { "row": 5, "col": 1, "coverage": 0, "text": "3.75" } ] } }, "children": [ { "id": "p114.6.1", "order": 21, "type": "table_cell", "bbox": { "l": 76.56, "t": 389.04, "r": 175.56, "b": 378.88 }, "text": "Discharge Point ID", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p114.6.2", "order": 22, "type": "table_cell", "bbox": { "l": 175.56, "t": 389.04, "r": 274.56, "b": 378.88 }, "text": "POI AREA WEST", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p114.6.3", "order": 23, "type": "table_cell", "bbox": { "l": 76.56, "t": 378.88, "r": 175.56, "b": 368.72 }, "text": "Q (25-yr storm cfs)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.4", "order": 24, "type": "table_cell", "bbox": { "l": 175.56, "t": 378.88, "r": 274.56, "b": 368.72 }, "text": "0.7", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.5", "order": 25, "type": "table_cell", "bbox": { "l": 76.56, "t": 368.72, "r": 175.56, "b": 358.56 }, "text": "Inside Height of Outlet Culvert, D_{{o}} (in)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.6", "order": 26, "type": "table_cell", "bbox": { "l": 175.56, "t": 368.72, "r": 274.56, "b": 358.56 }, "text": "15", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.7", "order": 27, "type": "table_cell", "bbox": { "l": 76.56, "t": 358.56, "r": 175.56, "b": 348.4 }, "text": "Inside Height of Outlet Culvert, D_{{o}} (ft)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.8", "order": 28, "type": "table_cell", "bbox": { "l": 175.56, "t": 358.56, "r": 274.56, "b": 348.4 }, "text": "1.3", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.9", "order": 29, "type": "table_cell", "bbox": { "l": 76.56, "t": 348.4, "r": 175.56, "b": 338.24 }, "text": "Tailwater (ft), TW", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.10", "order": 30, "type": "table_cell", "bbox": { "l": 175.56, "t": 348.4, "r": 274.56, "b": 338.24 }, "text": "0.25", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.11", "order": 31, "type": "table_cell", "bbox": { "l": 76.56, "t": 338.24, "r": 175.56, "b": 328.08 }, "text": "Bottom Length of Scour Hole, L1=3 D_{{o}} (ft)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.12", "order": 32, "type": "table_cell", "bbox": { "l": 175.56, "t": 338.24, "r": 274.56, "b": 328.08 }, "text": "3.75", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.13", "order": 33, "type": "table_cell", "bbox": { "l": 76.56, "t": 328.08, "r": 175.56, "b": 317.92 }, "text": "Width of Culvert, W_{{o}} (in)", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.14", "order": 34, "type": "table_cell", "bbox": { "l": 175.56, "t": 328.08, "r": 274.56, "b": 317.92 }, "text": "15", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.15", "order": 35, "type": "table_cell", "bbox": { "l": 76.56, "t": 317.92, "r": 175.56, "b": 307.76 }, "text": "Width of Culvert, W_{{o}} (ft)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.16", "order": 36, "type": "table_cell", "bbox": { "l": 175.56, "t": 317.92, "r": 274.56, "b": 307.76 }, "text": "1.3", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.17", "order": 37, "type": "table_cell", "bbox": { "l": 76.56, "t": 307.76, "r": 175.56, "b": 297.6 }, "text": "Bottom Width of Scour Hole, W1=2 W_{{o}} (ft)", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.6.18", "order": 38, "type": "table_cell", "bbox": { "l": 175.56, "t": 307.76, "r": 274.56, "b": 297.6 }, "text": "2.50", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p114.7", "order": 39, "type": "heading", "bbox": { "l": 77.52, "t": 287.04, "r": 160.08, "b": 277.92 }, "text": "When using[p114.7.1]:", "attrs": { "block_label": "paragraph_title" }, "children": [ { "id": "p114.7.1", "order": 40, "type": "text", "bbox": { "l": 77.52, "t": 287.04, "r": 160.08, "b": 277.92 }, "text": "Y=(.5)(D_{o})", "attrs": { "inline": true, "text_offset": 10, "text_span": 10, "bbox_estimated": true } } ], "level": 3 }, { "id": "p114.8", "order": 41, "type": "table", "bbox": { "l": 76.32, "t": 276, "r": 274.56, "b": 238.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "cells_checked": 8, "cells_flagged": 8, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "Where Y = .5 D_{{o}}, Y(ft)" }, { "row": 0, "col": 1, "coverage": 0, "text": "0.625" }, { "row": 1, "col": 0, "coverage": 0, "text": "Median Stone Diameter ^{{*}}, D_{{50}} (ft)" }, { "row": 1, "col": 1, "coverage": 0, "text": "0.02" }, { "row": 2, "col": 0, "coverage": 0, "text": "Overall Length of Scour Hole, L2 (ft)" }, { "row": 2, "col": 1, "coverage": 0, "text": "7.50" }, { "row": 3, "col": 0, "coverage": 0, "text": "Overall Width of Scour Hole, W2 (ft)" }, { "row": 3, "col": 1, "coverage": 0, "text": "6.25" } ] } }, "children": [ { "id": "p114.8.1", "order": 42, "type": "table_cell", "bbox": { "l": 76.32, "t": 276, "r": 175.44, "b": 266.7 }, "text": "Where Y = .5 D_{{o}}, Y(ft)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p114.8.2", "order": 43, "type": "table_cell", "bbox": { "l": 175.44, "t": 276, "r": 274.56, "b": 266.7 }, "text": "0.625", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p114.8.3", "order": 44, "type": "table_cell", "bbox": { "l": 76.32, "t": 266.7, "r": 175.44, "b": 257.4 }, "text": "Median Stone Diameter ^{{*}}, D_{{50}} (ft)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.8.4", "order": 45, "type": "table_cell", "bbox": { "l": 175.44, "t": 266.7, "r": 274.56, "b": 257.4 }, "text": "0.02", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.8.5", "order": 46, "type": "table_cell", "bbox": { "l": 76.32, "t": 257.4, "r": 175.44, "b": 248.1 }, "text": "Overall Length of Scour Hole, L2 (ft)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.8.6", "order": 47, "type": "table_cell", "bbox": { "l": 175.44, "t": 257.4, "r": 274.56, "b": 248.1 }, "text": "7.50", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.8.7", "order": 48, "type": "table_cell", "bbox": { "l": 76.32, "t": 248.1, "r": 175.44, "b": 238.8 }, "text": "Overall Width of Scour Hole, W2 (ft)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.8.8", "order": 49, "type": "table_cell", "bbox": { "l": 175.44, "t": 248.1, "r": 274.56, "b": 238.8 }, "text": "6.25", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p114.9", "order": 50, "type": "heading", "bbox": { "l": 78, "t": 230.4, "r": 149.76, "b": 221.28 }, "text": "When using[p114.9.1]:", "attrs": { "block_label": "paragraph_title" }, "children": [ { "id": "p114.9.1", "order": 51, "type": "formula", "bbox": { "l": 78, "t": 230.4, "r": 149.76, "b": 221.28 }, "text": "Y = (Dā‚€)", "attrs": { "latex": "Y=(D_{0})", "inline": true, "text_offset": 10, "text_span": 10, "bbox_estimated": true, "alt": "Y equals D sub 0", "mathml": "Y=(D0)" } } ], "level": 3 }, { "id": "p114.10", "order": 52, "type": "table", "bbox": { "l": 76.56, "t": 219.36, "r": 274.56, "b": 182.16 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p114.10.1", "order": 53, "type": "table_cell", "bbox": { "l": 76.56, "t": 219.36, "r": 175.56, "b": 210.06 }, "text": "Where Y = D_{{o}}, Y(ft)", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p114.10.2", "order": 54, "type": "table_cell", "bbox": { "l": 175.56, "t": 219.36, "r": 274.56, "b": 210.06 }, "text": "1.250", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p114.10.3", "order": 55, "type": "table_cell", "bbox": { "l": 76.56, "t": 210.06, "r": 175.56, "b": 200.76 }, "text": "Median Stone Diameter ^{{*}}, D_{{50}} (ft)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.10.4", "order": 56, "type": "table_cell", "bbox": { "l": 175.56, "t": 210.06, "r": 274.56, "b": 200.76 }, "text": "0.02", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.10.5", "order": 57, "type": "table_cell", "bbox": { "l": 76.56, "t": 200.76, "r": 175.56, "b": 191.46 }, "text": "Overall Length of Scour Hole, L2 (ft)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.10.6", "order": 58, "type": "table_cell", "bbox": { "l": 175.56, "t": 200.76, "r": 274.56, "b": 191.46 }, "text": "11.25", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p114.10.7", "order": 59, "type": "table_cell", "bbox": { "l": 76.56, "t": 191.46, "r": 175.56, "b": 182.16 }, "text": "Overall Width of Scour Hole, W2 (ft)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p114.10.8", "order": 60, "type": "table_cell", "bbox": { "l": 175.56, "t": 191.46, "r": 274.56, "b": 182.16 }, "text": "10.00", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p114.11", "order": 61, "type": "text", "bbox": { "l": 276.24, "t": 264.72, "r": 358.32, "b": 256.32 }, "text": "Use D50 equal to 6 inches" }, { "id": "p114.12", "order": 62, "type": "text", "bbox": { "l": 276, "t": 208.08, "r": 358.8, "b": 199.68 }, "text": "Use D50 equal to 6 inches" }, { "id": "p114.13", "order": 63, "type": "text", "bbox": { "l": 75.6, "t": 158.64, "r": 201.36, "b": 108.72 }, "text": "Equations used:\nTw=0.2*Do (If Tw cannot be computed)\nWhere Y=1/2 Do\nD50=(0.0125/Tw)*(q^1.33)\nWhere Y=Do\nD50=(0.0082/Tw)*(q^1.33)" }, { "id": "p114.14", "order": 64, "type": "figure", "bbox": { "l": 371.52, "t": 387.6, "r": 699.84, "b": 169.68 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "such devices due to the possible problems with mosquito breeding.\nSection of the Standards for Soil Erosion Control in New Jersey." } }, { "id": "p114.15", "order": 65, "type": "heading", "bbox": { "l": 76.8, "t": 94.32, "r": 99.84, "b": 86.4 }, "text": "Notes: ___", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p114.16", "order": 66, "type": "list", "bbox": { "l": 76.32, "t": 84, "r": 565.92, "b": 36.72 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p114.16.1", "order": 67, "type": "list_item", "bbox": { "l": 76.8, "t": 84, "r": 563.04, "b": 75.36 }, "text": "The use of scour holes shall comply with county or local ordinances which would restrict the use of such devices due to the possible problems with mosquito breeding.", "marker": "1." }, { "id": "p114.16.2", "order": 68, "type": "list_item", "bbox": { "l": 76.56, "t": 73.68, "r": 358.8, "b": 65.52 }, "text": "No bends or curves at the intersection of the conduit and apron or scour hole will be permitted.", "marker": "2." }, { "id": "p114.16.3", "order": 69, "type": "list_item", "bbox": { "l": 76.32, "t": 64.08, "r": 309.6, "b": 56.16 }, "text": "There shall be no overfall from the end of the apron to the receiving material.", "marker": "3." }, { "id": "p114.16.4", "order": 70, "type": "list_item", "bbox": { "l": 76.8, "t": 54, "r": 565.92, "b": 45.6 }, "text": "The thickness of the riprap lining, filter, and quality shall meet the requirements in the Riprap Standard Section of the Standards for Soil Erosion Control in New Jersey.", "marker": "4." }, { "id": "p114.16.5", "order": 71, "type": "list_item", "bbox": { "l": 76.56, "t": 44.88, "r": 178.32, "b": 36.72 }, "text": "Use a of[p114.16.5.1] 6 inches minimum.", "marker": "5.", "children": [ { "id": "p114.16.5.1", "order": 72, "type": "text", "bbox": { "l": 76.56, "t": 44.88, "r": 178.32, "b": 36.72 }, "text": "Dā‚…ā‚€", "attrs": { "inline": true, "text_offset": 8, "text_span": 13, "bbox_estimated": true } } ] } ] } ], "excluded_furniture": { "first": [], "last": [] } }