{ "format": "mistral-image-index-1", "document_id": "2023_BMP_10_5", "path_base": "knowledge-base root", "assets": [ { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0001-img-01.jpg", "sha256": "f8bb8063293690ffa2e6a6364e931cc999b1bf8cb45c2d369dba8b2868a3b105", "bytes": 13933, "pdf_page": 1, "ordinal": 1, "ocr_image_id": "img-0.jpeg", "local_path": "images/page-0001-img-01.jpg", "bbox_pixels": [ 200, 319, 671, 583 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "# 10.5 WET PONDS (GI)\n\n[OCR image]\n\nWet ponds designed with a reuse component and a native vegetation perimeter are used to address the stormwater runoff quantity impacts of land development. This type of stormwater facility has an elevated outlet structure that creates a permanent pool where stormwater runoff is detained and attenuated. Wet ponds can be designed as multi-stage, multi-function systems; extended detention in the permanent", "asset_id": "2023_BMP_10_5__image__0001__01__256b3e3b", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0001-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0001__001", "2023_BMP_10_5__0001__002", "2023_BMP_10_5__0001__003", "2023_BMP_10_5__0001__004", "2023_BMP_10_5__0001__005", "2023_BMP_10_5__table__00001" ], "direct_record_ids": [ "2023_BMP_10_5__0001__001", "2023_BMP_10_5__0001__002", "2023_BMP_10_5__0001__003", "2023_BMP_10_5__0001__004", "2023_BMP_10_5__0001__005", "2023_BMP_10_5__table__00001" ], "table_record_ids": [ "2023_BMP_10_5__table__00001" ], "display_asset_id": "2023_BMP_10_5__image__0001__01__256b3e3b" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0002-img-01.jpg", "sha256": "8361be3dcf157ee89b169ff94580c2cfd75fde442984c693ade30409ef47fda4", "bytes": 1985, "pdf_page": 2, "ordinal": 1, "ocr_image_id": "img-1.jpeg", "local_path": "images/page-0002-img-01.jpg", "bbox_pixels": [ 193, 1361, 341, 1438 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "nts of N.J.A.C. 7:8-5.3 is obtained.\n\nGI wet ponds must have a maintenance plan and must be reflected in a deed notice recorded in the county clerk's office to prevent alteration or removal.\n\n# Applications\n\n[OCR image]\n\nPursuant to N.J.A.C. 7:8-5.2(a)(2), the minimum design and performance standards for groundwater recharge, stormwater runoff quality and stormwater runoff quantity at N.J.A.C. 7:8- 5.4, 5.5 and 5.6 shall be met by incorporating green infrastructure in accordance with N.J.A.C. 7:8-5.3. Pursuant to N.J.A.C. 7:8-5.3(c), large-scale green infrastructure BMPs may only be used to satisfy the stormwater runof", "asset_id": "2023_BMP_10_5__image__0002__01__065dc012", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0002-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0002__001", "2023_BMP_10_5__0002__002" ], "direct_record_ids": [ "2023_BMP_10_5__0002__001", "2023_BMP_10_5__0002__002" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0002__01__065dc012" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0002-img-02.jpg", "sha256": "c83b8f12564bcd5c1321eede4ecee0b6ec21c228fa08478a2394c4f294809ebb", "bytes": 1601, "pdf_page": 2, "ordinal": 2, "ocr_image_id": "img-2.jpeg", "local_path": "images/page-0002-img-02.jpg", "bbox_pixels": [ 190, 1733, 277, 1843 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": ".J.A.C. 7:8-1.2, the design must also include the specified vegetated perimeter and provide beneficial reuse of the stormwater runoff captured, both of which are discussed under the Design Criteria section.\n\n[OCR image]\n\nGI wet ponds may be designed to reduce peak runoff rates when designed as an on-line system which provides storage volume to accommodate runoff from larger design storms. Regardless of the design storm chosen, wet ponds must be designed for stability in accordance with the Standards for Soil Erosion and Sediment Control in New Jersey, as required by N.J.A.C. 7:8.", "asset_id": "2023_BMP_10_5__image__0002__02__02f9eac0", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0002-img-02.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0002__001", "2023_BMP_10_5__0002__002" ], "direct_record_ids": [ "2023_BMP_10_5__0002__001", "2023_BMP_10_5__0002__002" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0002__02__02f9eac0" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0006-img-01.jpg", "sha256": "ee1fcb4cdc7672e209e0802dd7408718b5b1221b29f3d43433ea707c5d5ec939", "bytes": 77421, "pdf_page": 6, "ordinal": 1, "ocr_image_id": "img-3.jpeg", "local_path": "images/page-0006-img-01.jpg", "bbox_pixels": [ 350, 1342, 1351, 1914 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "rge, computed on the basis of the net area of opening through rack;\n☐ Constructed of rigid, durable and corrosion-resistant material; and\n☐ Designed to withstand a perpendicular live loading of 300 lbs./sf.\n\n[OCR image]", "asset_id": "2023_BMP_10_5__image__0006__01__d282b434", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0006-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0006__001", "2023_BMP_10_5__0006__002", "2023_BMP_10_5__0006__003", "2023_BMP_10_5__0006__004", "2023_BMP_10_5__0006__005", "2023_BMP_10_5__0006__006", "2023_BMP_10_5__0006__007", "2023_BMP_10_5__0006__008", "2023_BMP_10_5__0006__009", "2023_BMP_10_5__0006__010", "2023_BMP_10_5__0006__011" ], "direct_record_ids": [ "2023_BMP_10_5__0006__001", "2023_BMP_10_5__0006__002", "2023_BMP_10_5__0006__003", "2023_BMP_10_5__0006__004", "2023_BMP_10_5__0006__005", "2023_BMP_10_5__0006__006", "2023_BMP_10_5__0006__007", "2023_BMP_10_5__0006__008", "2023_BMP_10_5__0006__009", "2023_BMP_10_5__0006__010", "2023_BMP_10_5__0006__011" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0006__01__d282b434" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0007-img-01.jpg", "sha256": "1ad2ba8b64952b8775dc567c7ca3624db207301b1bfbaf28e937a9168c2cbd7c", "bytes": 73515, "pdf_page": 7, "ordinal": 1, "ocr_image_id": "img-4.jpeg", "local_path": "images/page-0007-img-01.jpg", "bbox_pixels": [ 350, 765, 1351, 1342 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "and cement, or similar grouting material, such that water will not pond in the outlet structure. This material must be sloped towards the discharge pipe to facilitate drainage, as shown in the detail below.\n\n[OCR image]\n\n- All GI wet ponds must be designed to safely convey overflows to downstream drainage systems. The design of the overflow structure must be sufficient to provide safe, stable discharge of stormwater in the event of an overflow. Safe and stable discharge minimizes the possibility of erosion and flooding in down-gradient areas. Therefore, discharge in the event of an overflow must be consistent with the", "asset_id": "2023_BMP_10_5__image__0007__01__ac8a2460", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0007-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0007__001" ], "direct_record_ids": [ "2023_BMP_10_5__0007__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0007__01__ac8a2460" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0009-img-01.jpg", "sha256": "5dd0225739aa94f65a1ee36a71ac092e3834475816e1c0cde43bbd987f237da7", "bytes": 72074, "pdf_page": 9, "ordinal": 1, "ocr_image_id": "img-5.jpeg", "local_path": "images/page-0009-img-01.jpg", "bbox_pixels": [ 297, 699, 1300, 1313 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "plan and profile view. The lettered path shown in the plan view represents the alignment along which an imaginary slice was made to prepare the corresponding profile view. The re-use component is not shown.\n\n[OCR image]", "asset_id": "2023_BMP_10_5__image__0009__01__c962118d", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0009-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0009__001" ], "direct_record_ids": [ "2023_BMP_10_5__0009__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0009__01__c962118d" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0010-img-01.jpg", "sha256": "0949e196e650cf115dd23caefb57337fe8ada52be13e54fa5d14b6472b9e41a0", "bytes": 66149, "pdf_page": 10, "ordinal": 1, "ocr_image_id": "img-6.jpeg", "local_path": "images/page-0010-img-01.jpg", "bbox_pixels": [ 297, 242, 1300, 972 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "[OCR image]\nGI Wet Pond - Profile View\n\n# TSS Removal Rates for GI Wet Ponds\n\nGI wet ponds may receive credit for pollutant removal only if a waiver or variance form the green infrastructure requirements of N.J.A.C. 7:8-5.3 is obtained. GI wet ponds must be designed to treat the volume generated by the WQDS to merit the approved TSS removal rate specified in Table 5-3 at N.J.A.C. 7:8-5.2(f). Techniques to compute t", "asset_id": "2023_BMP_10_5__image__0010__01__8d315472", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0010-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0010__001", "2023_BMP_10_5__0010__002", "2023_BMP_10_5__0010__003", "2023_BMP_10_5__0010__004" ], "direct_record_ids": [ "2023_BMP_10_5__0010__001", "2023_BMP_10_5__0010__002", "2023_BMP_10_5__0010__003", "2023_BMP_10_5__0010__004" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0010__01__8d315472" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0011-img-01.jpg", "sha256": "a94f683bcc59d07b0409b625e605617ec06382a0e91c29206b79b4f91e039b16", "bytes": 142261, "pdf_page": 11, "ordinal": 1, "ocr_image_id": "img-7.jpeg", "local_path": "images/page-0011-img-01.jpg", "bbox_pixels": [ 297, 237, 1404, 1001 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "[OCR image]\nTSS Removal Rates for GI Wet Ponds\n\nThe following example illustrates how to use the chart to determine the TSS removal rate provided:\n\nExample: A number of GI wet pond designs are to be evaluated for TSS removal rates.\n\n| Design Number | Permanent Pool Volume (ac-ft) | WQ Runoff Volume | Extended Detention Period | | | Ratio of Permanent Pool to WQ Runoff | % TSS Removal |\n| --- | --- | --- | ---", "asset_id": "2023_BMP_10_5__image__0011__01__291e6d6f", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0011-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0011__001", "2023_BMP_10_5__table__00002", "2023_BMP_10_5__table__00003" ], "direct_record_ids": [ "2023_BMP_10_5__0011__001", "2023_BMP_10_5__table__00002" ], "table_record_ids": [ "2023_BMP_10_5__table__00002", "2023_BMP_10_5__table__00003" ], "display_asset_id": "2023_BMP_10_5__image__0011__01__291e6d6f" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0012-img-01.jpg", "sha256": "046916b57366e607c16eb6ad76156ce7d909125c06874a96510f944b64165e40", "bytes": 131996, "pdf_page": 12, "ordinal": 1, "ocr_image_id": "img-8.jpeg", "local_path": "images/page-0012-img-01.jpg", "bbox_pixels": [ 387, 336, 1400, 1036 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "ides. Design #1 provides no extended detention; therefore, the lowest curve is used to determine the TSS removal rate. Designs #2 and 3 provide extended detention and therefore, use the upper set of curves.\n\n[OCR image]\n\nStep 3: For each of the designs, at the intersection of the vertical line from Step 2 with the respective curve, draw a horizontal line from right to left over to the y-axis to get the TSS removal rate.\n\n[OCR image]\n\nThe resulting percent TSS Removal Rates appear in the last column of this table.", "asset_id": "2023_BMP_10_5__image__0012__01__411ffd41", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0012-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0012__001" ], "direct_record_ids": [ "2023_BMP_10_5__0012__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0012__01__411ffd41" }, { "source_pdf": "BMP_2023/2023_BMP_10_5_Wet_Ponds.pdf", "source_pdf_sha256": "38c7f633bc3ca6b69bf72b9de13f2bf1ba0f167aa512a5c4f661c89115355ee7", "source_manifest": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/manifest.json", "source_manifest_sha256": "4cd53afba0d229f5d1c9e1d75111ff3a9c4757140fd0815b564b94e01686a1ff", "source_response": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/response.json", "source_response_sha256": "a4b631a56319dafa2305a546c554ae1b941e50fdaaf5cb76a55f1aeb6ffc1895", "source_image": "BMP_2023/raw/2023_BMP_10_5_Wet_Ponds/pages/page-0012-img-02.jpg", "sha256": "237f632828a82c875ad0e6f80b5cc3f239b9b9c85f9637a42b3db105b025e40b", "bytes": 135589, "pdf_page": 12, "ordinal": 2, "ocr_image_id": "img-9.jpeg", "local_path": "images/page-0012-img-02.jpg", "bbox_pixels": [ 387, 1212, 1400, 1907 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "g)\n\nStep 3: For each of the designs, at the intersection of the vertical line from Step 2 with the respective curve, draw a horizontal line from right to left over to the y-axis to get the TSS removal rate.\n\n[OCR image]\n\nThe resulting percent TSS Removal Rates appear in the last column of this table.", "asset_id": "2023_BMP_10_5__image__0012__02__7df42198", "document_id": "2023_BMP_10_5", "path": "BMP/2023/10.05 - Wet Ponds (Large-Scale GI)/images/page-0012-img-02.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_5__0012__001" ], "direct_record_ids": [ "2023_BMP_10_5__0012__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_5__image__0012__02__7df42198" } ] }