{ "format": "mistral-image-index-1", "document_id": "2023_BMP_11_4", "path_base": "knowledge-base root", "assets": [ { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0001-img-01.jpg", "sha256": "81c0b4aa9ec8aefbb3a0fe26f9a2d9b606bc9ae60dd0abbad5ce9d007653d0b9", "bytes": 14007, "pdf_page": 1, "ordinal": 1, "ocr_image_id": "img-0.jpeg", "local_path": "images/page-0001-img-01.jpg", "bbox_pixels": [ 193, 294, 630, 719 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "# 11.4 SAND FILTERS WITH UNDERDRAINS (NON-GI)\n\n[OCR image]\n\nA sand filter with underdrain is a stormwater management system designed to maximize the removal of pollutants from stormwater. It consists of a pre-treatment zone and a treatment zone, which includes the sand bed and the underlying components. Pollutants are treated through settling, filtration, and adsorption by the sand bed. The total suspended solids (TSS) removal rate is 80%. However, sand filters", "asset_id": "2023_BMP_11_4__image__0001__01__8d0f470c", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0001-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0001__001", "2023_BMP_11_4__0001__002", "2023_BMP_11_4__0001__003", "2023_BMP_11_4__0001__004", "2023_BMP_11_4__0001__005", "2023_BMP_11_4__0001__006", "2023_BMP_11_4__0001__007", "2023_BMP_11_4__table__00001" ], "direct_record_ids": [ "2023_BMP_11_4__0001__001", "2023_BMP_11_4__0001__002", "2023_BMP_11_4__0001__003", "2023_BMP_11_4__0001__004", "2023_BMP_11_4__0001__005", "2023_BMP_11_4__0001__006", "2023_BMP_11_4__0001__007", "2023_BMP_11_4__table__00001" ], "table_record_ids": [ "2023_BMP_11_4__table__00001" ], "display_asset_id": "2023_BMP_11_4__image__0001__01__8d0f470c" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0002-img-01.jpg", "sha256": "833ca4b0bb399a0e03a80a5deaf8dfef6c8f4df23e8c0c7e3e93203b08f2f17b", "bytes": 1607, "pdf_page": 2, "ordinal": 1, "ocr_image_id": "img-1.jpeg", "local_path": "images/page-0002-img-01.jpg", "bbox_pixels": [ 238, 1265, 321, 1379 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "een infrastructure.\n\nSand filters with underdrains 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\nOnly if a waiver or variance form the green infrastructure requirements of N.J.A.C. 7:8-5.3 is obtained may sand filters with underdrains that are designed to convey storm events larger than the Water Quality Design Storm (WQDS) be used to meet the stormwater runoff quantity requirements. Additionally, regardless of the design storm chosen, all sand filters with underdrains must be designed for stabili", "asset_id": "2023_BMP_11_4__image__0002__01__1c42395c", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0002-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0002__001" ], "direct_record_ids": [ "2023_BMP_11_4__0002__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0002__01__1c42395c" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0003-img-01.jpg", "sha256": "112841c0fe7149a5ae7afdaa84c9a6cc8a1ee8ac652c957c8e7573d54971f7c3", "bytes": 87183, "pdf_page": 3, "ordinal": 1, "ocr_image_id": "img-2.jpeg", "local_path": "images/page-0003-img-01.jpg", "bbox_pixels": [ 241, 875, 1358, 1438 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "face of the WQDS. The following illustrations depict the basic components of sand filters with underdrains and include an outlet structure designed to attenuate flow produced by storms larger than the WQDS.\n\n[OCR image]\n\nPlan View – Sand Filter with Underdrain", "asset_id": "2023_BMP_11_4__image__0003__01__22c499f3", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0003-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0003__001" ], "direct_record_ids": [ "2023_BMP_11_4__0003__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0003__01__22c499f3" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0004-img-01.jpg", "sha256": "261e77d6dcf25990fcee3dfb1b7a8eca86acf47817b38b6c90de1f7184c0cb43", "bytes": 73332, "pdf_page": 4, "ordinal": 1, "ocr_image_id": "img-3.jpeg", "local_path": "images/page-0004-img-01.jpg", "bbox_pixels": [ 244, 237, 1351, 792 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "[OCR image]\nProfile View – Sand Filter with Underdrain\n\n[OCR image]\nCross-section View – Sand Filter with Underdrain\n\nAll of the following design criteria must all be met in order to receive the 80% TSS removal rate for this BMP. It is critical that all sand filters with underdrains are designed in accordance with these criteria in order to ensure proper operation, to maximize the functional life of t", "asset_id": "2023_BMP_11_4__image__0004__01__4d6f2bc6", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0004-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0004__001" ], "direct_record_ids": [ "2023_BMP_11_4__0004__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0004__01__4d6f2bc6" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0004-img-02.jpg", "sha256": "cb7332f4ea3089c6ac1d92bb2266a81b8e65b946ffbe20246a037e37f8b14494", "bytes": 60633, "pdf_page": 4, "ordinal": 2, "ocr_image_id": "img-4.jpeg", "local_path": "images/page-0004-img-02.jpg", "bbox_pixels": [ 244, 902, 1351, 1436 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "[OCR image]\nProfile View – Sand Filter with Underdrain\n\n[OCR image]\nCross-section View – Sand Filter with Underdrain\n\nAll of the following design criteria must all be met in order to receive the 80% TSS removal rate for this BMP. 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If an outlet structure has an overflow grate, the grate must comply with the following requirements:\n\nThe overflow grate must be secured to the outlet structure but removable for emergencies and maintenance;\nThe overflow grate spacing must be no greater than 2 inches across the smallest dimension; and\nThe overflow grate m", "asset_id": "2023_BMP_11_4__image__0008__01__0fff0f1d", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0008-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0008__001", "2023_BMP_11_4__0008__002", "2023_BMP_11_4__0008__003" ], "direct_record_ids": [ "2023_BMP_11_4__0008__001", "2023_BMP_11_4__0008__002", "2023_BMP_11_4__0008__003" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0008__01__0fff0f1d" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0009-img-01.jpg", "sha256": "88ca6f59c844004571e194c474f99f94611c9f1b6cb3945e23b2d27057a4c429", "bytes": 73309, "pdf_page": 9, "ordinal": 1, "ocr_image_id": "img-6.jpeg", "local_path": "images/page-0009-img-01.jpg", "bbox_pixels": [ 350, 200, 1351, 774 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "[OCR image]\n\n- The minimum diameter of any overflow orifice is 2.5 inches.\n- Blind connections to down-gradient facilities are prohibited. Any connection to down-gradient stormwater management facilities must include access points such as inspection ports and manholes, for visual inspection and maintenance, as appropriate, to prevent blockage of flow and ensure operation as intended. All entrance points must adhere", "asset_id": "2023_BMP_11_4__image__0009__01__b05c29f0", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0009-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0009__001", "2023_BMP_11_4__0009__002", "2023_BMP_11_4__0009__003", "2023_BMP_11_4__0009__004", "2023_BMP_11_4__0009__005", "2023_BMP_11_4__0009__006", "2023_BMP_11_4__0009__007", "2023_BMP_11_4__0009__008", "2023_BMP_11_4__0009__009" ], "direct_record_ids": [ "2023_BMP_11_4__0009__001", "2023_BMP_11_4__0009__002", "2023_BMP_11_4__0009__003", "2023_BMP_11_4__0009__004", "2023_BMP_11_4__0009__005", "2023_BMP_11_4__0009__006", "2023_BMP_11_4__0009__007", "2023_BMP_11_4__0009__008", "2023_BMP_11_4__0009__009" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0009__01__b05c29f0" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0013-img-01.jpg", "sha256": "3e215fd61aa4aa0900d966b9ce0f959d4e2a09083a111ce449a2704e4ce1122a", "bytes": 74090, "pdf_page": 13, "ordinal": 1, "ocr_image_id": "img-7.jpeg", "local_path": "images/page-0013-img-01.jpg", "bbox_pixels": [ 397, 275, 1390, 825 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "Example - Sand Filter System with Underdrain\n\n[OCR image]\n\n[OCR image]\n\n[OCR image]", "asset_id": "2023_BMP_11_4__image__0013__01__982de656", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0013-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0013__001" ], "direct_record_ids": [ "2023_BMP_11_4__0013__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0013__01__982de656" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0013-img-02.jpg", "sha256": "7a63af4ef3853de5b6088afa163b9042fbe8379c9080671b99921f7d009f42f8", "bytes": 63555, "pdf_page": 13, "ordinal": 2, "ocr_image_id": "img-8.jpeg", "local_path": "images/page-0013-img-02.jpg", "bbox_pixels": [ 397, 860, 1390, 1361 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "Example - Sand Filter System with Underdrain\n\n[OCR image]\n\n[OCR image]\n\n[OCR image]", "asset_id": "2023_BMP_11_4__image__0013__02__a894501f", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0013-img-02.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0013__001" ], "direct_record_ids": [ "2023_BMP_11_4__0013__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0013__02__a894501f" }, { "source_pdf": "BMP_2023/2023_BMP_11_4_Sand_Filters.pdf", "source_pdf_sha256": "de43b8ff0df7017ccf7a5045a76588b8f805411add79213d63385150585e4791", "source_manifest": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/manifest.json", "source_manifest_sha256": "6670be9f0403a609a2c6b49dee328d9c04c8ef65a546dcf87ff999b08285469d", "source_response": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/response.json", "source_response_sha256": "95acf4fc1ed3430506b6cb085a60ad0c22d7eba1e293d7f9f9cce86726d8fbb2", "source_image": "BMP_2023/raw/2023_BMP_11_4_Sand_Filters/pages/page-0013-img-03.jpg", "sha256": "efc22997a09c66cb0d62b85993998bb6197b753461bf9763607d974d6e76ed4c", "bytes": 57606, "pdf_page": 13, "ordinal": 3, "ocr_image_id": "img-9.jpeg", "local_path": "images/page-0013-img-03.jpg", "bbox_pixels": [ 397, 1394, 1397, 1903 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "Example - Sand Filter System with Underdrain\n\n[OCR image]\n\n[OCR image]\n\n[OCR image]", "asset_id": "2023_BMP_11_4__image__0013__03__5076925b", "document_id": "2023_BMP_11_4", "path": "BMP/2023/11.04 - Sand Filters (Non-GI)/images/page-0013-img-03.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_11_4__0013__001" ], "direct_record_ids": [ "2023_BMP_11_4__0013__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_11_4__image__0013__03__5076925b" } ] }