{
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    "page": 21,
    "width_pt": 2592,
    "height_pt": 1728,
    "rotation": 0,
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    "engine": "paddleocr_vl",
    "source_run_id": 12644,
    "item_count": 65,
    "counts_by_type": {
        "figure": 6,
        "heading": 5,
        "list": 2,
        "list_item": 12,
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        "table_cell": 22,
        "text": 17
    },
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    "items": [
        {
            "id": "p21.1",
            "order": 1,
            "type": "figure",
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                "l": 1750.5,
                "t": 1658.4,
                "r": 1803.3,
                "b": 1618.8
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            "text": "",
            "attrs": {
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        {
            "id": "p21.2",
            "order": 2,
            "type": "list",
            "bbox": {
                "l": 1835.1,
                "t": 1656.6,
                "r": 2149.8,
                "b": 1374.6
            },
            "text": "",
            "attrs": {
                "item_count": 6
            },
            "children": [
                {
                    "id": "p21.2.1",
                    "order": 3,
                    "type": "list_item",
                    "bbox": {
                        "l": 1835.1,
                        "t": 1656.6,
                        "r": 2058.3,
                        "b": 1642.8
                    },
                    "text": "SOIL DE-COMPACTION AND TESTING REQUIREMENTS"
                },
                {
                    "id": "p21.2.2",
                    "order": 4,
                    "type": "list_item",
                    "bbox": {
                        "l": 1836.3,
                        "t": 1636.2,
                        "r": 2025.6,
                        "b": 1624.8
                    },
                    "text": "SOIL COMPACTION TESTING REQUIREMENT",
                    "marker": "A."
                },
                {
                    "id": "p21.2.3",
                    "order": 5,
                    "type": "list_item",
                    "bbox": {
                        "l": 1836.6,
                        "t": 1617.3,
                        "r": 2143.2,
                        "b": 1575.3
                    },
                    "text": "SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.",
                    "marker": "1."
                },
                {
                    "id": "p21.2.4",
                    "order": 6,
                    "type": "list_item",
                    "bbox": {
                        "l": 1837.8,
                        "t": 1569,
                        "r": 2143.5,
                        "b": 1538.1
                    },
                    "text": "AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN.",
                    "marker": "2."
                },
                {
                    "id": "p21.2.5",
                    "order": 7,
                    "type": "list_item",
                    "bbox": {
                        "l": 1838.1,
                        "t": 1530.3,
                        "r": 2149.8,
                        "b": 1477.5
                    },
                    "text": "COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. LOCATION ID'S SHALL BE USED TO COMPLETE THE COMPACTION REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT.",
                    "marker": "3."
                },
                {
                    "id": "p21.2.6",
                    "order": 8,
                    "type": "list_item",
                    "bbox": {
                        "l": 1837.2,
                        "t": 1470.9,
                        "r": 2148.6,
                        "b": 1374.6
                    },
                    "text": "IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW). THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL.",
                    "marker": "4."
                }
            ]
        },
        {
            "id": "p21.3",
            "order": 9,
            "type": "heading",
            "bbox": {
                "l": 1845,
                "t": 1363.8,
                "r": 1991.7,
                "b": 1350.6
            },
            "text": "3. COMPACTION TESTING METHODS",
            "level": 3
        },
        {
            "id": "p21.4",
            "order": 10,
            "type": "text",
            "bbox": {
                "l": 1844.7,
                "t": 1343.7,
                "r": 1990.2,
                "b": 1331.4
            },
            "text": ". PROBING WIRE TEST (SEE DETAIL)"
        },
        {
            "id": "p21.5",
            "order": 11,
            "type": "text",
            "bbox": {
                "l": 1846.2,
                "t": 1324.5,
                "r": 2018.4,
                "b": 1311.9
            },
            "text": "HAND-HELD PENETROMETER (SEE DETAIL)"
        },
        {
            "id": "p21.6",
            "order": 12,
            "type": "figure",
            "bbox": {
                "l": 2388.3,
                "t": 1621.8,
                "r": 2494.5,
                "b": 1431.6
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            }
        },
        {
            "id": "p21.7",
            "order": 13,
            "type": "heading",
            "bbox": {
                "l": 1839.6,
                "t": 1299.9,
                "r": 2100,
                "b": 1287
            },
            "text": "3. TOBE BOLK DENSIT TEST (LICENSED PROFESSIONAL REQUIRED)",
            "level": 3
        },
        {
            "id": "p21.8",
            "order": 14,
            "type": "heading",
            "bbox": {
                "l": 1838.7,
                "t": 1286.4,
                "r": 2096.4,
                "b": 1273.2
            },
            "text": "4. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL REQUIRED)",
            "level": 3
        },
        {
            "id": "p21.9",
            "order": 15,
            "type": "list",
            "bbox": {
                "l": 1838.4,
                "t": 1266,
                "r": 2161.2,
                "b": 1010.1
            },
            "text": "",
            "attrs": {
                "item_count": 6
            },
            "children": [
                {
                    "id": "p21.9.1",
                    "order": 16,
                    "type": "list_item",
                    "bbox": {
                        "l": 1838.4,
                        "t": 1266,
                        "r": 2124.9,
                        "b": 1226.4
                    },
                    "text": "NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL.",
                    "marker": "5."
                },
                {
                    "id": "p21.9.2",
                    "order": 17,
                    "type": "list_item",
                    "bbox": {
                        "l": 1839.9,
                        "t": 1219.8,
                        "r": 2136.6,
                        "b": 1185
                    },
                    "text": "DETAILED REQUIREMENTS FOR EACH COMPACTION TESTING METHOD CAN BE FOUND IN SECTION 19 \"STANDARD FOR LAND GRADING\" OF THE NJ STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST EDITION.",
                    "marker": "6."
                },
                {
                    "id": "p21.9.3",
                    "order": 18,
                    "type": "list_item",
                    "bbox": {
                        "l": 1839,
                        "t": 1161.6,
                        "r": 2148.3,
                        "b": 1126.8
                    },
                    "text": "SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6\" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION.",
                    "marker": "7."
                },
                {
                    "id": "p21.9.4",
                    "order": 19,
                    "type": "list_item",
                    "bbox": {
                        "l": 1839.6,
                        "t": 1122,
                        "r": 2060.1,
                        "b": 1108.5
                    },
                    "text": "PROCEDURES FOR SOIL COMPACTION MITIGATION",
                    "marker": "C."
                },
                {
                    "id": "p21.9.5",
                    "order": 20,
                    "type": "list_item",
                    "bbox": {
                        "l": 1842.9,
                        "t": 1104,
                        "r": 2139.9,
                        "b": 1070.4
                    },
                    "text": "PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.",
                    "marker": "1."
                },
                {
                    "id": "p21.9.6",
                    "order": 21,
                    "type": "list_item",
                    "bbox": {
                        "l": 1840.8,
                        "t": 1063.8,
                        "r": 2161.2,
                        "b": 1010.1
                    },
                    "text": "RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6\" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL.",
                    "marker": "2."
                }
            ]
        },
        {
            "id": "p21.10",
            "order": 22,
            "type": "figure",
            "bbox": {
                "l": 2146.2,
                "t": 1017.9,
                "r": 2532.6,
                "b": 864.3
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            },
            "children": [
                {
                    "id": "p21.10.1",
                    "order": 23,
                    "type": "text",
                    "bbox": {
                        "l": 2360.7,
                        "t": 965.4,
                        "r": 2526.3,
                        "b": 927
                    },
                    "text": "RECORD DEPTH OF PENETRATION WHEN WIRE DEFORMS; MINIMUM DEPTH OF 6\" TO PAST TEST. EITHER PREMEDITATE OR PERFORM THE NEXT TEST."
                },
                {
                    "id": "p21.10.2",
                    "order": 24,
                    "type": "text",
                    "bbox": {
                        "l": 2304.3,
                        "t": 917.4,
                        "r": 2396.4,
                        "b": 896.1
                    },
                    "text": "當期貨物"
                },
                {
                    "id": "p21.10.3",
                    "order": 25,
                    "type": "text",
                    "bbox": {
                        "l": 2319.6,
                        "t": 913.2,
                        "r": 2485.2,
                        "b": 867
                    },
                    "text": "6\" MIN. VISIBLE MARK ON WIRE AT DEPTH"
                }
            ]
        },
        {
            "id": "p21.11",
            "order": 26,
            "type": "text",
            "bbox": {
                "l": 2133.6,
                "t": 914.4,
                "r": 2254.5,
                "b": 875.4
            },
            "text": "* WRE MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED"
        },
        {
            "id": "p21.12",
            "order": 27,
            "type": "text",
            "bbox": {
                "l": 2214.6,
                "t": 853.8,
                "r": 2418.3,
                "b": 815.7
            },
            "text": "PROBING WIRE TEST\n15.5 GA. STEEL WIRE (SURVEY FLAG)"
        },
        {
            "id": "p21.13",
            "order": 28,
            "type": "text",
            "bbox": {
                "l": 2306.7,
                "t": 822,
                "r": 2337.3,
                "b": 810.9
            },
            "text": "N.T.S."
        },
        {
            "id": "p21.14",
            "order": 29,
            "type": "text",
            "bbox": {
                "l": 1820.7,
                "t": 760.8,
                "r": 1956.6,
                "b": 673.8
            },
            "text": "NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. MEASURE DEPTH WHEN GAGE READING REACHES 300 PSI OR DEPTH OF 6\""
        },
        {
            "id": "p21.15",
            "order": 30,
            "type": "text",
            "bbox": {
                "l": 1822.8,
                "t": 651.6,
                "r": 1937.7,
                "b": 611.1
            },
            "text": "PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED."
        },
        {
            "id": "p21.16",
            "order": 31,
            "type": "figure",
            "bbox": {
                "l": 1995.6,
                "t": 761.1,
                "r": 2040.9,
                "b": 732.6
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            }
        },
        {
            "id": "p21.17",
            "order": 32,
            "type": "text",
            "bbox": {
                "l": 2062.8,
                "t": 783,
                "r": 2175.3,
                "b": 759.6
            },
            "text": "GAGE READING 300 PSI\nOR LESS AT 6\""
        },
        {
            "id": "p21.18",
            "order": 33,
            "type": "figure",
            "bbox": {
                "l": 1964.7,
                "t": 693.9,
                "r": 2164.8,
                "b": 599.1
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            },
            "children": [
                {
                    "id": "p21.18.1",
                    "order": 34,
                    "type": "text",
                    "bbox": {
                        "l": 2046.6,
                        "t": 694.2,
                        "r": 2167.5,
                        "b": 669.6
                    },
                    "text": "6\" MIN. VISIBLE MARK ON WIRE AT DEPTH"
                },
                {
                    "id": "p21.18.2",
                    "order": 35,
                    "type": "text",
                    "bbox": {
                        "l": 2037,
                        "t": 620.4,
                        "r": 2146.5,
                        "b": 598.8
                    },
                    "text": "USE CORRECT SIZE TIP\nFOR SOIL TYPE"
                }
            ]
        },
        {
            "id": "p21.19",
            "order": 36,
            "type": "text",
            "bbox": {
                "l": 1897.8,
                "t": 591.9,
                "r": 2114.1,
                "b": 572.4
            },
            "text": "HANDHELD SOIL PENETROMTERE TEST"
        },
        {
            "id": "p21.20",
            "order": 37,
            "type": "figure",
            "bbox": {
                "l": 2259,
                "t": 709.2,
                "r": 2479.5,
                "b": 575.7
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            },
            "children": [
                {
                    "id": "p21.20.1",
                    "order": 38,
                    "type": "heading",
                    "bbox": {
                        "l": 2261.4,
                        "t": 703.2,
                        "r": 2318.4,
                        "b": 685.2
                    },
                    "text": "LEGEND",
                    "attrs": {
                        "block_label": "paragraph_title"
                    },
                    "level": 3
                },
                {
                    "id": "p21.20.2",
                    "order": 39,
                    "type": "text",
                    "bbox": {
                        "l": 2265.9,
                        "t": 679.2,
                        "r": 2432.4,
                        "b": 640.2
                    },
                    "text": "SOIL COMPACTION TESTING AREAS"
                },
                {
                    "id": "p21.20.3",
                    "order": 40,
                    "type": "text",
                    "bbox": {
                        "l": 2297.1,
                        "t": 623.7,
                        "r": 2484.9,
                        "b": 574.5
                    },
                    "text": "RECOMMENDED SOIL\nCOMPACTION TEST LOCATION\n(APPROX. 1 PER/0.5 ACRE)\nNOTE: <500 SF EXEMPT"
                },
                {
                    "id": "p21.20.4",
                    "order": 41,
                    "type": "heading",
                    "bbox": {
                        "l": 2286.6,
                        "t": 616.2,
                        "r": 2312.4,
                        "b": 598.8
                    },
                    "text": "⊕",
                    "attrs": {
                        "block_label": "paragraph_title"
                    },
                    "level": 3
                }
            ]
        },
        {
            "id": "p21.21",
            "order": 42,
            "type": "text",
            "bbox": {
                "l": 2204.4,
                "t": 552.6,
                "r": 2534.4,
                "b": 533.7
            },
            "text": "NOTE: SEE SHEET 2 FOR PROJECT NOTES"
        },
        {
            "id": "p21.22",
            "order": 43,
            "type": "table",
            "bbox": {
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                "r": 2548.2,
                "b": 46.8
            },
            "text": "",
            "attrs": {
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                "integrity": {
                    "cells_checked": 20,
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                    "flags": [
                        {
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                            "col": 0,
                            "coverage": 0,
                            "text": "01/15/24"
                        },
                        {
                            "row": 0,
                            "col": 1,
                            "coverage": 0,
                            "text": "ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23…"
                        },
                        {
                            "row": 0,
                            "col": 3,
                            "coverage": 0,
                            "text": "[F8]"
                        },
                        {
                            "row": 1,
                            "col": 0,
                            "coverage": 0,
                            "text": "DATE"
                        },
                        {
                            "row": 1,
                            "col": 1,
                            "coverage": 0,
                            "text": "REVISION"
                        },
                        {
                            "row": 2,
                            "col": 0,
                            "coverage": 0.33,
                            "text": "SOIL MITIGATION PLAN"
                        },
                        {
                            "row": 3,
                            "col": 0,
                            "coverage": 0.22,
                            "text": "PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK …"
                        },
                        {
                            "row": 4,
                            "col": 0,
                            "coverage": 0,
                            "text": "CIVIL ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHITECT…"
                        },
                        {
                            "row": 5,
                            "col": 0,
                            "coverage": 0,
                            "text": "Brian P. Murphy PROFESSIONAL ENGINEER N.J. LIC. NO. 42000"
                        },
                        {
                            "row": 5,
                            "col": 1,
                            "coverage": 0,
                            "text": "DRAWN BY"
                        },
                        {
                            "row": 5,
                            "col": 2,
                            "coverage": 0,
                            "text": "DATE"
                        },
                        {
                            "row": 6,
                            "col": 0,
                            "coverage": 0,
                            "text": "MSM"
                        }
                    ]
                }
            },
            "children": [
                {
                    "id": "p21.22.1",
                    "order": 44,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2095.2,
                        "t": 523.8,
                        "r": 2208.45,
                        "b": 480.4364
                    },
                    "text": "01/15/24",
                    "attrs": {
                        "row": 0,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p21.22.2",
                    "order": 45,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2208.45,
                        "t": 523.8,
                        "r": 2321.7,
                        "b": 480.4364
                    },
                    "text": "ADD LOT 24; REV PER 11/30/23 RVE, 11/30/23 OLA, AND 6/15/23 JT BEP LETTERS",
                    "attrs": {
                        "row": 0,
                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p21.22.3",
                    "order": 46,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2321.7,
                        "t": 523.8,
                        "r": 2434.95,
                        "b": 480.4364
                    },
                    "text": "",
                    "attrs": {
                        "row": 0,
                        "col": 2,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p21.22.4",
                    "order": 47,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2434.95,
                        "t": 523.8,
                        "r": 2548.2,
                        "b": 480.4364
                    },
                    "text": "[F8]",
                    "attrs": {
                        "row": 0,
                        "col": 3,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p21.22.5",
                    "order": 48,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2095.2,
                        "t": 480.4364,
                        "r": 2208.45,
                        "b": 437.0727
                    },
                    "text": "DATE",
                    "attrs": {
                        "row": 1,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p21.22.6",
                    "order": 49,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2208.45,
                        "t": 480.4364,
                        "r": 2321.7,
                        "b": 437.0727
                    },
                    "text": "REVISION",
                    "attrs": {
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                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p21.22.7",
                    "order": 50,
                    "type": "table_cell",
                    "bbox": {
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                        "t": 480.4364,
                        "r": 2548.2,
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                    "text": "",
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                },
                {
                    "id": "p21.22.8",
                    "order": 51,
                    "type": "table_cell",
                    "bbox": {
                        "l": 2095.2,
                        "t": 437.0727,
                        "r": 2548.2,
                        "b": 393.7091
                    },
                    "text": "SOIL MITIGATION PLAN",
                    "attrs": {
                        "row": 2,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 4
                    }
                },
                {
                    "id": "p21.22.9",
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