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    "notes": [
      "Source references are anchored to Sources-root-relative markdown, paired PDFs, and raw manifest evidence.",
      "Each source reference carries both registry_id and doc_id so stable aliases and canonical extracted bundles stay linked.",
      "This register preserves the current report and claim inventory; it does not create new claims."
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              "source_markdown": "BMP_2026/Markdown/2026_BMP_10.1_LargeScale_Bioretention_Systems.md",
              "source_pdf": "BMP_2026/2026_BMP_10.1_LargeScale_Bioretention_Systems.pdf",
              "source_manifest": "BMP_2026/raw/2026_BMP_10.1_LargeScale_Bioretention_Systems/manifest.json",
              "era": "2026",
              "category": "bmp",
              "page": "1",
              "locator": "header",
              "quote": "Bioretention Systems (Large-Scale)",
              "authority_type": "bmp_manual"
            }
          ],
          "verification_note": "Corrected: page-one title consistent across eras.",
          "related_error_ids": []
        },
        {
          "claim_id": "RPT01-C0038",
          "sentence_ref": "L0057-T01",
          "section": "1.3 BMP Manual Reorganization and GI / Non-GI Classification",
          "source_line": 57,
          "claim_text": "Chapter 11.4 - Sand Filters with Underdrains (Non-GI) in both 2023 and 2026",
          "claim_type": "table_row",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "2023_BMP_11_4",
              "doc_id": "2023_BMP_11_4_Sand_Filters",
              "chapter": "11.4",
              "title": "Sand Filters (Non-GI)",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_11_4_Sand_Filters.md",
              "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "1",
              "locator": "header",
              "quote": "Sand Filters (with Underdrain)",
              "authority_type": "bmp_manual"
            },
            {
              "registry_id": "2026_BMP_11_4",
              "doc_id": "2026_BMP_11.4_Sand_Filters_With_Underdrain",
              "chapter": "11.4",
              "title": "Sand Filters With Underdrain (Non-GI)",
              "source_markdown": "BMP_2026/Markdown/2026_BMP_11.4_Sand_Filters_With_Underdrain.md",
              "source_pdf": "BMP_2026/2026_BMP_11.4_Sand_Filters_With_Underdrain.pdf",
              "source_manifest": "BMP_2026/raw/2026_BMP_11.4_Sand_Filters_With_Underdrain/manifest.json",
              "era": "2026",
              "category": "bmp",
              "page": "1",
              "locator": "header",
              "quote": "Sand Filters with Underdrains (Non-GI)",
              "authority_type": "bmp_manual"
            }
          ],
          "verification_note": "Corrected: with Underdrain already present in 2023.",
          "related_error_ids": []
        },
        {
          "claim_id": "RPT01-C0041",
          "sentence_ref": "L0071-S01",
          "section": "1.4 Applicability and Thresholds",
          "source_line": 71,
          "claim_text": "The 2026 amendments preserve the load-bearing major development thresholds rather than replacing them. The current source set confirms the continued one-acre disturbance and one-quarter-acre impervious / motor-vehicle-surface triggers in the definition of major development. The definition also expressly states that developments forming part of a common plan of development or sale, including phased residential development, are counted collectively.",
          "claim_type": "sentence",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "6-7",
              "locator": "Definition of Major Development",
              "quote": "Major development... one acre of land or more... 0.25 acres of impervious surface",
              "authority_type": "regulation"
            }
          ],
          "verification_note": "Rev2 narrows the claim to what the current source set supports: continuity of the major-development thresholds plus explicit common-plan / phased-project treatment.",
          "related_error_ids": []
        },
        {
          "claim_id": "RPT01-C0052",
          "sentence_ref": "L0080-S01",
          "section": "2.2 Water Quality Standards - TSS and Nutrient Removal",
          "source_line": 80,
          "claim_text": "The 2023 rules required 80% TSS removal from the Water Quality Design Storm runoff as the general standard for new impervious surfaces. The 50% TSS removal language in N.J.A.C. 7:8-5.5(b)2 is a narrow exception for a public transportation entity that demonstrates 80% removal would require acquisition of developed or otherwise encumbered land outside the existing right-of-way; it is not a general standard for modified existing impervious cover.",
          "claim_type": "sentence",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "39",
              "locator": "N.J.A.C. 7:8-5.5(b)2",
              "quote": "Eighty percent TSS removal... a public transportation entity... minimum water quality treatment of 50 percent TSS removal for all new and reconstructed motor vehicle surface",
              "authority_type": "regulation"
            }
          ],
          "verification_note": "Rev1 replaces the prior generalized 50% TSS statement with the narrow public transportation entity exception reflected in the rule text.",
          "related_error_ids": [
            "E-05"
          ]
        },
        {
          "claim_id": "RPT01-C0061",
          "sentence_ref": "L0092-S02",
          "section": "2.3 Groundwater Recharge Standard",
          "source_line": 92,
          "claim_text": "In the cited recharge methodology, the pre-construction cover presumption is wooded land use in good hydrologic condition unless another condition is documented.",
          "claim_type": "sentence",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "44",
              "locator": "N.J.A.C. 7:8-5.7(a)",
              "quote": "good hydrologic condition (if the land use type is pasture, lawn, or park), with good cover (if the land use type is woods)",
              "authority_type": "regulation"
            },
            {
              "registry_id": "2026_BMP_5",
              "doc_id": "2026_BMP_5_SWM_Standards_and_Computations",
              "chapter": "5",
              "title": "Stormwater Management Standards and Computations",
              "source_markdown": "BMP_2026/Markdown/2026_BMP_5_SWM_Standards_and_Computations.md",
              "source_pdf": "BMP_2026/2026_BMP_5_SWM_Standards_and_Computations.pdf",
              "source_manifest": "BMP_2026/raw/2026_BMP_5_SWM_Standards_and_Computations/manifest.json",
              "era": "2026",
              "category": "bmp",
              "page": "12",
              "locator": "Pre-construction condition assumption",
              "quote": "pre-construction condition, the presumed state is wooded land use in good hydrologic condition",
              "authority_type": "bmp_manual"
            }
          ],
          "verification_note": "Rev1 adds the wooded/good presumption that was previously omitted from the recharge discussion.",
          "related_error_ids": [
            "E-08"
          ]
        },
        {
          "claim_id": "RPT01-C0062",
          "sentence_ref": "L0097-U01",
          "section": "2.3 Groundwater Recharge Standard",
          "source_line": 97,
          "claim_text": "Design permeability rate: Recharge and infiltration sizing must use a design permeability rate derived from tested field permeability with a factor of safety of 2.0 (K_design = K_field / 2.0); this is not a 2026-only concept.",
          "claim_type": "bullet",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "2023_BMP_6",
              "doc_id": "2023_BMP_6_Groundwater_Recharge",
              "chapter": "6",
              "title": "Groundwater Recharge",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_6_Groundwater_Recharge.md",
              "source_pdf": "BMP_2023/2023_BMP_6_Groundwater_Recharge.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_6_Groundwater_Recharge/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "17",
              "locator": "Groundwater Recharge design permeability guidance",
              "quote": "a factor of safety of 2 must be applied when converting a tested permeability rate to a design rate",
              "authority_type": "bmp_manual"
            },
            {
              "registry_id": "2026_BMP_13",
              "doc_id": "2026_BMP_13_Groundwater_Mounding_Analysis",
              "chapter": "13",
              "title": "Groundwater Mounding Analysis",
              "source_markdown": "BMP_2026/Markdown/2026_BMP_13_Groundwater_Mounding_Analysis.md",
              "source_pdf": "BMP_2026/2026_BMP_13_Groundwater_Mounding_Analysis.pdf",
              "source_manifest": "BMP_2026/raw/2026_BMP_13_Groundwater_Mounding_Analysis/manifest.json",
              "era": "2026",
              "category": "bmp",
              "page": "4",
              "locator": "Groundwater Mounding Analysis design rate guidance",
              "quote": "a factor of safety of 2 must be applied to the slowest tested permeability rate to determine the design permeability rate",
              "authority_type": "bmp_manual"
            }
          ],
          "verification_note": "Rev1 adds the explicit K_design safety-factor rule and notes that it applies in both eras.",
          "related_error_ids": [
            "E-10"
          ]
        },
        {
          "claim_id": "RPT01-C0063",
          "sentence_ref": "L0098-U01",
          "section": "2.3 Groundwater Recharge Standard",
          "source_line": 98,
          "claim_text": "Mounding analysis framing: The cited authority requires assessment of hydraulic impact on the groundwater table, but this report should not rely on an unsupported standalone 2.99 in/hr trigger because no such numeric threshold appears in the governing N.J.A.C. 7:8 text.",
          "claim_type": "bullet",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "33",
              "locator": "N.J.A.C. 7:8-5.3(h)",
              "quote": "the design engineer shall assess the hydraulic impact on the groundwater table and design the site, so as to avoid adverse hydraulic impacts",
              "authority_type": "regulation"
            },
            {
              "registry_id": "2023_BMP_9_8",
              "doc_id": "2023_BMP_9_8_Small_Scale_Infiltration_Basins",
              "chapter": "9.8",
              "title": "Small-Scale Infiltration Basins",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_9_8_Small_Scale_Infiltration_Basins.md",
              "source_pdf": "BMP_2023/2023_BMP_9_8_Small_Scale_Infiltration_Basins.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_9_8_Small_Scale_Infiltration_Basins/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "24",
              "locator": "Example depth note",
              "quote": "surface of the required sand layer at 2.99 ft below ground level",
              "authority_type": "bmp_manual"
            }
          ],
          "verification_note": "Negative conclusion inferred from source review: NJAC 7:8 requires hydraulic-impact assessment, and the cited BMP cross-check shows the only 2.99 occurrence is a depth value rather than an infiltration-rate trigger.",
          "related_error_ids": [
            "E-01"
          ]
        },
        {
          "claim_id": "RPT01-C0065",
          "sentence_ref": "L0102-S01",
          "section": "2.4 Flood Control Standard",
          "source_line": 102,
          "claim_text": "The flood control standard remained tied to all three design storms - 2-year, 10-year, and 100-year - between the 2023 and 2026 versions. N.J.A.C. 7:8-5.6(b)3 requires post-construction peak runoff rates for the current and projected two-, 10-, and 100-year storm events to remain at or below 50%, 75%, and 80%, respectively, of the pre-construction peak runoff rates. The 2026 implementation framework also makes the rainfall-input side of that analysis more explicit by pairing Atlas 14 rainfall data with county climate adjustment factors in Tables 5-5 and 5-6.",
          "claim_type": "sentence",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "42",
              "locator": "N.J.A.C. 7:8-5.6(b)3",
              "quote": "post-construction peak runoff rates for the current and projected two-, 10-, and 100-year storm events shall not exceed 50, 75, and 80 percent, respectively, of the pre-construction peak runoff rates",
              "authority_type": "regulation"
            },
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "45-46",
              "locator": "Tables 5-5 and 5-6",
              "quote": "Table 5-6: Future Precipitation Change Factors... Bergen: 2-year=1.20, 10-year=1.23, 100-year=1.37",
              "authority_type": "regulation"
            }
          ],
          "verification_note": "Rev1 corrects the storm set to 2-, 10-, and 100-year events and adds the county climate-factor context that was previously omitted.",
          "related_error_ids": [
            "E-02",
            "E-07"
          ]
        },
        {
          "claim_id": "RPT01-C0072",
          "sentence_ref": "L0113-U01",
          "section": "2.5 Soil Testing Requirements",
          "source_line": 113,
          "claim_text": "Infiltration testing methodology: The cited guidance identifies recognized in-situ methods including percolation tests, tube permeameter tests, single-ring infiltration tests, basin flooding tests, and ASTM D3385 double-ring infiltrometer testing. ASTM D5126 is not the governing infiltration standard in the cited source set.",
          "claim_type": "bullet",
          "materiality": "medium",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "2023_BMP_12",
              "doc_id": "2023_BMP_12_Soil_Testing_Criteria",
              "chapter": "12",
              "title": "Soil Testing Criteria",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_12_Soil_Testing_Criteria.md",
              "source_pdf": "BMP_2023/2023_BMP_12_Soil_Testing_Criteria.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_12_Soil_Testing_Criteria/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "27",
              "locator": "BMP 12 Section 3a",
              "quote": "ASTM D3385 - Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer",
              "authority_type": "bmp_manual"
            },
            {
              "registry_id": "2023_BMP_12",
              "doc_id": "2023_BMP_12_Soil_Testing_Criteria",
              "chapter": "12",
              "title": "Soil Testing Criteria",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_12_Soil_Testing_Criteria.md",
              "source_pdf": "BMP_2023/2023_BMP_12_Soil_Testing_Criteria.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_12_Soil_Testing_Criteria/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "29",
              "locator": "Post-construction test methods",
              "quote": "Only the single ring infiltration test, the modified basin flooding test and the double ring infiltration test or a similar test that does not require a test hole in the soil layer are allowed",
              "authority_type": "bmp_manual"
            }
          ],
          "verification_note": "Rev1 replaces the incorrect ASTM D5126 framing with the accepted in-situ method set cited in BMP 12.",
          "related_error_ids": [
            "E-06"
          ]
        },
        {
          "claim_id": "RPT01-C0076",
          "sentence_ref": "L0119-S01",
          "section": "2.6 Design Storm",
          "source_line": 119,
          "claim_text": "The Water Quality Design Storm remains 1.25 inches in 2 hours. For flood-control and related hydrologic checks, however, the 2026 implementation framework explicitly uses Atlas 14 rainfall data together with county precipitation change factors in Tables 5-5 and 5-6. For Bergen County, for example, the future factors are 1.20 for the 2-year storm, 1.23 for the 10-year storm, and 1.37 for the 100-year storm.",
          "claim_type": "sentence",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "39",
              "locator": "N.J.A.C. 7:8-5.5(d)",
              "quote": "The water quality design storm is 1.25 inches of rainfall in two hours",
              "authority_type": "regulation"
            },
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "45-46",
              "locator": "Tables 5-5 and 5-6",
              "quote": "Table 5-6: Future Precipitation Change Factors... Bergen: 2-year=1.20, 10-year=1.23, 100-year=1.37",
              "authority_type": "regulation"
            }
          ],
          "verification_note": "Rev1 keeps the WQ design storm statement and adds the county climate-factor implication for peak-rate work.",
          "related_error_ids": [
            "E-07"
          ]
        },
        {
          "claim_id": "RPT01-C0096",
          "sentence_ref": "L0163-S01",
          "section": "3.2 Terms and Concepts That Should Not Be Overstated",
          "source_line": 163,
          "claim_text": "Bioretention System (Small-scale / large-scale distinction remains important, but the threshold is not new) The 2026 source set continues the small-scale versus large-scale bioretention distinction, with the 2.5-acre small-scale contributory drainage area threshold confirmed in the rule tables and BMP 9.7. This report should not present that threshold as a new 2026 change; it is unchanged from the earlier rule/manual framework.",
          "claim_type": "sentence",
          "materiality": "high",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "2023_BMP_9_7",
              "doc_id": "2023_BMP_9_7_Small_Scale_Bioretention_Systems",
              "chapter": "9.7",
              "title": "Small-Scale Bioretention Systems",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_9_7_Small_Scale_Bioretention_Systems.md",
              "source_pdf": "BMP_2023/2023_BMP_9_7_Small_Scale_Bioretention_Systems.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_9_7_Small_Scale_Bioretention_Systems/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "3",
              "locator": "Table 5-1",
              "quote": "maximum contributory inflow drainage area is 2.5 acres",
              "authority_type": "bmp_manual"
            },
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
              "source_manifest": "NJAC_2026/raw/njac7_8_OCR/manifest.json",
              "era": "2026",
              "category": "njac",
              "page": "33",
              "locator": "Table 5-1",
              "quote": "Small-scale Bioretention Systems - Maximum Contributory Drainage Area: 2.5 acres",
              "authority_type": "regulation"
            }
          ],
          "verification_note": "Rev2 keeps E-03 resolved but narrows the framing from a supposed modified definition to a continued operational distinction with an unchanged threshold.",
          "related_error_ids": [
            "E-03"
          ]
        },
        {
          "claim_id": "RPT01-C0143",
          "sentence_ref": "L0243-T01",
          "section": "Summary Table: Key Regulatory Changes at a Glance",
          "source_line": 243,
          "claim_text": "Bioretention Scale | Small-scale threshold already tied to 2.5-acre contributory drainage area | Same 2.5-acre threshold remains; 1-acre shorthand is unsupported | Minor - continuity, not a new threshold",
          "claim_type": "table_row",
          "materiality": "medium",
          "status": "verified",
          "source_refs": [
            {
              "registry_id": "2023_BMP_9_7",
              "doc_id": "2023_BMP_9_7_Small_Scale_Bioretention_Systems",
              "chapter": "9.7",
              "title": "Small-Scale Bioretention Systems",
              "source_markdown": "BMP_2023/Markdown/2023_BMP_9_7_Small_Scale_Bioretention_Systems.md",
              "source_pdf": "BMP_2023/2023_BMP_9_7_Small_Scale_Bioretention_Systems.pdf",
              "source_manifest": "BMP_2023/raw/2023_BMP_9_7_Small_Scale_Bioretention_Systems/manifest.json",
              "era": "2023",
              "category": "bmp",
              "page": "3",
              "locator": "Table 5-1",
              "quote": "maximum contributory inflow drainage area is 2.5 acres",
              "authority_type": "bmp_manual"
            },
            {
              "registry_id": "njac_7_8",
              "doc_id": "njac7_8_OCR",
              "chapter": "7:8",
              "title": "N.J.A.C. 7:8 - Stormwater Management Rules",
              "source_markdown": "NJAC_2026/Markdown/njac7_8_OCR.md",
              "source_pdf": "NJAC_2026/njac7_8_OCR.pdf",
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          "verification_note": "Rev2 summary row now reflects the unchanged 2.5-acre threshold rather than implying a new 2026 split.",
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