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"type": "table_cell", "bbox": { "l": 70.439972, "t": 670.850612, "r": 234.843511, "b": 646.628141 }, "text": "Study Area Road Undetained – Imp.\nStudy Area Road Undetained – Perv.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p8.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 275.519732, "t": 670.850612, "r": 294.847154, "b": 646.628141 }, "text": "0.04\n0.08", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p8.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 377.27981, "t": 670.850612, "r": 391.087235, "b": 646.628141 }, "text": "0.4\n4.8", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p8.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 482.041446, "t": 670.850612, "r": 493.088876, "b": 646.628141 }, "text": "98\n39", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p8.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 70.439972, "t": 641.0906239999999, "r": 208.15371, "b": 617.468153 }, "text": "Study Area Road Undetained – Total", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 275.519732, "t": 641.0906239999999, "r": 294.846794, "b": 631.748147 }, "text": "0.12", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 299.16, "t": 636.84, "r": 415.98, "b": 614.4 }, "text": "--", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p8.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 415.98, "t": 636.84, "r": 532.8, "b": 614.4 }, "text": "--", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p8.3", "order": 15, "type": "caption", "bbox": { "l": 62.88, "t": 596.88, "r": 256.32, "b": 584.4 }, "text": "Proposed Conditions Flow Summary Table", "attrs": { "block_label": "figure_title" } }, { "id": "p8.4", "order": 16, "type": "table", "bbox": { "l": 67.44, "t": 580.8, "r": 537.36, "b": 505.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 7, "integrity": { "cells_checked": 15, "cells_flagged": 0 } }, "children": [ { "id": "p8.4.1", "order": 17, "type": "table_cell", "bbox": { "l": 67.44, "t": 580.8, "r": 134.5714, "b": 530.4 }, "text": "", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p8.4.2", "order": 18, "type": "table_cell", "bbox": { "l": 216.959877, "t": 576.8906489999999, "r": 316.326868, "b": 567.548173 }, "text": "Current Rainfall Data", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p8.4.3", "order": 19, "type": "table_cell", "bbox": { "l": 391.801435, "t": 576.8906489999999, "r": 500.64837, "b": 567.548173 }, "text": "Projected Rainfall Data", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 3, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p8.4.4", "order": 20, "type": "table_cell", "bbox": { "l": 183.479927, "t": 554.810658, "r": 226.150194, "b": 545.4681820000001 }, "text": "Q2 (CFS)", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.5", "order": 21, "type": "table_cell", "bbox": { "l": 416.519833, "t": 554.810658, "r": 464.710092, "b": 545.4681820000001 }, "text": "Q10 (CFS)", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.6", "order": 22, "type": "table_cell", "bbox": { "l": 296.399831, "t": 554.810658, "r": 350.110081, "b": 545.4681820000001 }, "text": "Q100 (CFS)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.7", "order": 23, "type": "table_cell", "bbox": { "l": 361.801453, "t": 554.810658, "r": 404.471721, "b": 545.4681820000001 }, "text": "Q2 (CFS)", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.8", "order": 24, "type": "table_cell", "bbox": { "l": 248.279905, "t": 562.010655, "r": 274.870184, "b": 538.268185 }, "text": "Q10 (CFS)", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.9", "order": 25, "type": "table_cell", "bbox": { "l": 476.76147, "t": 554.810658, "r": 530.471691, "b": 545.4681820000001 }, "text": "Q100 (CFS)", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.10", "order": 26, "type": "table_cell", "bbox": { "l": 73.91997, "t": 532.730667, "r": 163.323614, "b": 509.108196 }, "text": "Study Area Road Undetained – Total", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.11", "order": 27, "type": "table_cell", "bbox": { "l": 195.239566, "t": 525.65067, "r": 214.566631, "b": 516.3081930000001 }, "text": "0.08", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.12", "order": 28, "type": "table_cell", "bbox": { "l": 251.879661, "t": 525.65067, "r": 271.206723, "b": 516.3081930000001 }, "text": "0.13", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.13", "order": 29, "type": "table_cell", "bbox": { "l": 313.681236, "t": 525.65067, "r": 333.008298, "b": 516.3081930000001 }, "text": "0.32", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.14", "order": 30, "type": "table_cell", "bbox": { "l": 373.562846, "t": 525.65067, "r": 392.889908, "b": 516.3081930000001 }, "text": "0.10", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.15", "order": 31, "type": "table_cell", "bbox": { "l": 431.04445, "t": 525.65067, "r": 450.371515, "b": 516.3081930000001 }, "text": "0.13", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p8.4.16", "order": 32, "type": "table_cell", "bbox": { "l": 494.044581, "t": 525.65067, "r": 513.371669, "b": 516.3081930000001 }, "text": "0.43", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1, "bbox_refit": true } } ] }, { "id": "p8.5", "order": 33, "type": "heading", "bbox": { "l": 62.16, "t": 488.16, "r": 365.76, "b": 474 }, "text": "5. STORMWATER MANAGEMENT SYSTEM DESIGN", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p8.6", "order": 34, "type": "text", "bbox": { "l": 61.44, "t": 457.44, "r": 541.92, "b": 409.44 }, "text": "A summary of each basin's water surface elevation (WSEL) and outflow rated for the Water Quality, 2-, 10-, and 100-year storm event for current conditions are provided below. These WSELs and outflows assume normal operating conditions for each basin. Routing calculations for the basin are included in the Appendix." }, { "id": "p8.7", "order": 35, "type": "caption", "bbox": { "l": 62.88, "t": 387.84, "r": 174.72, "b": 375.84 }, "text": "Basin A Summary Table", "attrs": { "block_label": "figure_title" } }, { "id": "p8.8", "order": 36, "type": "table", "bbox": { "l": 63.84, "t": 372.48, "r": 533.52, "b": 252 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 3, "integrity": { "cells_checked": 3, "cells_flagged": 0 } }, "children": [ { "id": "p8.8.1", "order": 37, "type": "table_cell", "bbox": { "l": 95.639962, "t": 368.450733, "r": 190.030166, "b": 255.06829800000003 }, "text": "Storm Event (years)\n2-Year Current\n2- Year Projected\n10-Year Current\n10- Year Projected\n100-Year Current\n100- Year Projected\nWQ Storm", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" } }, { "id": "p8.8.2", "order": 38, "type": "table_cell", "bbox": { "l": 233.401559, "t": 368.450733, "r": 364.031738, "b": 255.06829800000003 }, "text": "Water Surface Elevation (ft)\n117.82\n117.98\n118.37\n118.68\n119.50\n120.00\n117.70", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true, "column_header": true, "header_source": "pdf" } }, { "id": "p8.8.3", "order": 39, "type": "table_cell", "bbox": { "l": 421.323109, "t": 368.450733, "r": 487.990083, "b": 255.06829800000003 }, "text": "Outflow (CFS)\n0.70\n0.70\n0.70\n0.70\n1.33\n1.62\n0.70", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p8.9", "order": 40, "type": "heading", "bbox": { "l": 62.64, "t": 237.12, "r": 325.92, "b": 223.68 }, "text": "6. GREEN INFRASTRUCTURE COMPLIANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p8.10", "order": 41, "type": "text", "bbox": { "l": 61.2, "t": 206.64, "r": 542.4, "b": 125.04 }, "text": "The basin noted above has been designed to comply with the stormwater runoff quantity, quality, and groundwater recharge requirements for the proposed development as applicable. The basin has been designed in accordance with NJAC 7:8, NJAC 7:50 and the New Jersey Stormwater Best Management Practices. The table below summarizes the design considerations for each basin, see the Site Plan details for additional information." }, { "id": "p8.11", "order": 42, "type": "footer", "bbox": { "l": 62.64, "t": 56.64, "r": 156.96, "b": 35.52 }, "text": "1980 Swarthmore LLC\nDEC #3342-99-007", "attrs": { "block_label": "footer" } }, { "id": "p8.12", "order": 43, "type": "footer", "bbox": { "l": 294, "t": 46.32, "r": 303.36, "b": 36 }, "text": "6", "attrs": { "block_label": "number" } }, { "id": "p8.13", "order": 44, "type": "footer", "bbox": { "l": 417.12, "t": 56.64, "r": 534, "b": 35.04 }, "text": "August 2023\nLast Revised February 2026", "attrs": { "block_label": "footer" } } ], "excluded_furniture": { "first": [], "last": [] } }