{ "format": "mistral-image-index-1", "document_id": "2023_BMP_10_2", "path_base": "knowledge-base root", "assets": [ { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0001-img-01.jpg", "sha256": "7dc299fdda5ee2242f2ef9ea2fae5b926ab5462d994c49580bb2325b2cf141af", "bytes": 7137, "pdf_page": 1, "ordinal": 1, "ocr_image_id": "img-0.jpeg", "local_path": "images/page-0001-img-01.jpg", "bbox_pixels": [ 193, 332, 654, 622 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "# 10.2 INFILTRATION BASINS (LARGE-SCALE)\n\n[OCR image]\n\nInfiltration basins are stormwater management systems constructed with highly permeable components designed to both maximize the removal of pollutants from stormwater, promote groundwater recharge and address the quantity impacts of land development. Pollutants are treated through settling, filtration of the runoff through, and biological and chemical activity within, the components. The total suspende", "asset_id": "2023_BMP_10_2__image__0001__01__86b01e27", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0001-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0001__001", "2023_BMP_10_2__0001__002", "2023_BMP_10_2__0001__003", "2023_BMP_10_2__0001__004", "2023_BMP_10_2__0001__005", "2023_BMP_10_2__0001__006", "2023_BMP_10_2__0001__007", "2023_BMP_10_2__0001__008", "2023_BMP_10_2__0001__009", "2023_BMP_10_2__0001__010", "2023_BMP_10_2__0001__011", "2023_BMP_10_2__table__00001" ], "direct_record_ids": [ "2023_BMP_10_2__0001__001", "2023_BMP_10_2__0001__002", "2023_BMP_10_2__0001__003", "2023_BMP_10_2__0001__004", "2023_BMP_10_2__0001__005", "2023_BMP_10_2__0001__006", "2023_BMP_10_2__0001__007", "2023_BMP_10_2__0001__008", "2023_BMP_10_2__0001__009", "2023_BMP_10_2__0001__010", "2023_BMP_10_2__0001__011", "2023_BMP_10_2__table__00001" ], "table_record_ids": [ "2023_BMP_10_2__table__00001" ], "display_asset_id": "2023_BMP_10_2__image__0001__01__86b01e27" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0003-img-01.jpg", "sha256": "587a9412e76cd41c681a877e11413d9555c08ec40d89687a912a7e019670d0a9", "bytes": 2058, "pdf_page": 3, "ordinal": 1, "ocr_image_id": "img-1.jpeg", "local_path": "images/page-0003-img-01.jpg", "bbox_pixels": [ 193, 413, 343, 497 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "# Applications\n\nThe use of infiltration basins is applicable only where the soils have the required permeability rate identified in the Design Criteria section found below.\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 - i.e., those that exceed the contributory drain", "asset_id": "2023_BMP_10_2__image__0003__01__9b2acc63", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0003-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0003__001" ], "direct_record_ids": [ "2023_BMP_10_2__0003__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0003__01__9b2acc63" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0003-img-02.jpg", "sha256": "5a691a790dea15e568c8d7a4173760440884b55cd37e398813ad191e1cdd9616", "bytes": 1604, "pdf_page": 3, "ordinal": 2, "ocr_image_id": "img-2.jpeg", "local_path": "images/page-0003-img-02.jpg", "bbox_pixels": [ 227, 655, 312, 765 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "8-5.3(c), large-scale green infrastructure BMPs - i.e., those that exceed the contributory drainage area limits at N.J.A.C. 7:8-5.3(b) - may only be used to satisfy the stormwater runoff quantity standards.\n\n[OCR image]\n\nInfiltration basins may be designed to reduce peak runoff rates when designed as an online system in combination with an extended detention basin; however, regardless of the design storm chosen, all infiltration basins must be designed for stability and in accordance with the Standards for Soil Erosion and Sediment Control in New Jersey.\n\n[OCR image]\n\nOnly if a waiver or variance from the", "asset_id": "2023_BMP_10_2__image__0003__02__b9a6fc96", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0003-img-02.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0003__001" ], "direct_record_ids": [ "2023_BMP_10_2__0003__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0003__02__b9a6fc96" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0003-img-03.jpg", "sha256": "70b1fc30b8a3cea9af486d82b793c7eed3bfed9b9ecb686083a77602d871c20a", "bytes": 2793, "pdf_page": 3, "ordinal": 3, "ocr_image_id": "img-3.jpeg", "local_path": "images/page-0003-img-03.jpg", "bbox_pixels": [ 224, 838, 312, 950 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "ention basin; however, regardless of the design storm chosen, all infiltration basins must be designed for stability and in accordance with the Standards for Soil Erosion and Sediment Control in New Jersey.\n\n[OCR image]\n\nOnly if a waiver or variance from the green infrastructure requirements of N.J.A.C. 7:8-5.3 is obtained may infiltration basins that exceed the contributory drainage area limit of 5.3(b) be used to meet the groundwater recharge requirements.\n\n[OCR image]\n\nOnly if a waiver or variance from the green infrastructure requirements of N.J.A.C. 7:8-5.3 is obtained may infiltration basins that ex", "asset_id": "2023_BMP_10_2__image__0003__03__91d0a05b", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0003-img-03.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0003__001" ], "direct_record_ids": [ "2023_BMP_10_2__0003__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0003__03__91d0a05b" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0003-img-04.jpg", "sha256": "1f36c1708438a0c3ad054fa9524674b08a9c12410cbaa413a76538c14ba42197", "bytes": 1965, "pdf_page": 3, "ordinal": 4, "ocr_image_id": "img-4.jpeg", "local_path": "images/page-0003-img-04.jpg", "bbox_pixels": [ 129, 985, 312, 1060 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "he green infrastructure requirements of N.J.A.C. 7:8-5.3 is obtained may infiltration basins that exceed the contributory drainage area limit of 5.3(b) be used to meet the groundwater recharge requirements.\n\n[OCR image]\n\nOnly if a waiver or variance from the green infrastructure requirements of N.J.A.C. 7:8-5.3 is obtained may infiltration basins that exceed the contributory drainage area limit of 5.3(b) be used to meet the stormwater runoff quality requirement.\n\n# Design Criteria\n\n## Basic Requirements\n\nAn infiltration basin may be designed as a surface or subsurface system. The following criteria apply to both config", "asset_id": "2023_BMP_10_2__image__0003__04__d1246d63", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0003-img-04.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0003__001" ], "direct_record_ids": [ "2023_BMP_10_2__0003__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0003__04__d1246d63" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0006-img-01.jpg", "sha256": "e92ff7b4c5940aff3aaa46743e708ab07d44bcfc83f6bdb470f53a5702aeeae8", "bytes": 79581, "pdf_page": 6, "ordinal": 1, "ocr_image_id": "img-5.jpeg", "local_path": "images/page-0006-img-01.jpg", "bbox_pixels": [ 350, 591, 1351, 1172 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "ly affect the hydraulic performance of the outlet pipe or structure;\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]\n\n- An overflow grate is designed to prevent obstruction of the overflow structure. If an outlet structure has an overflow grate, the grate must comply with the following requirements:\n\n☐ The overflow grate must be secured to the outlet structure but removable for emergencies and maintenance;\n☐ The overflow grate spacing must be no greater than 2 inches across the smallest dimension; and\n☐ The overflow g", "asset_id": "2023_BMP_10_2__image__0006__01__1bb19727", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0006-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0006__001", "2023_BMP_10_2__0006__002", "2023_BMP_10_2__0006__003", "2023_BMP_10_2__0006__004" ], "direct_record_ids": [ "2023_BMP_10_2__0006__001", "2023_BMP_10_2__0006__002", "2023_BMP_10_2__0006__003", "2023_BMP_10_2__0006__004" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0006__01__1bb19727" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0007-img-01.jpg", "sha256": "f91f5f6a895892b1004cb07f465e6da6b249ea138a9601a50f761286575a487d", "bytes": 72062, "pdf_page": 7, "ordinal": 1, "ocr_image_id": "img-6.jpeg", "local_path": "images/page-0007-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 inspections ports and manholes, for visual inspection and maintenance, as appropriate, to prevent blockage of flow and ensure operation as intended. All entrance points must adher", "asset_id": "2023_BMP_10_2__image__0007__01__78d8bce8", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0007-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0007__001", "2023_BMP_10_2__0007__002", "2023_BMP_10_2__0007__003", "2023_BMP_10_2__0007__004", "2023_BMP_10_2__0007__005", "2023_BMP_10_2__0007__006", "2023_BMP_10_2__0007__007", "2023_BMP_10_2__0007__008", "2023_BMP_10_2__0007__009" ], "direct_record_ids": [ "2023_BMP_10_2__0007__001", "2023_BMP_10_2__0007__002", "2023_BMP_10_2__0007__003", "2023_BMP_10_2__0007__004", "2023_BMP_10_2__0007__005", "2023_BMP_10_2__0007__006", "2023_BMP_10_2__0007__007", "2023_BMP_10_2__0007__008", "2023_BMP_10_2__0007__009" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0007__01__78d8bce8" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0009-img-01.jpg", "sha256": "d14247e3c60ee9bcfcbbde18317375bb43e991a5ba119f52bdd5dbf453e9396b", "bytes": 73976, "pdf_page": 9, "ordinal": 1, "ocr_image_id": "img-7.jpeg", "local_path": "images/page-0009-img-01.jpg", "bbox_pixels": [ 297, 1276, 1300, 1872 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "is set at the water surface elevation of the WQDS. For additional information on the design, operation and maintenance of the extended detention components, refer to Chapter 11.2: Extended Detention Basins.\n\n[OCR image]", "asset_id": "2023_BMP_10_2__image__0009__01__abf61758", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0009-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0009__001", "2023_BMP_10_2__0009__002", "2023_BMP_10_2__0009__003", "2023_BMP_10_2__0009__004" ], "direct_record_ids": [ "2023_BMP_10_2__0009__001", "2023_BMP_10_2__0009__002", "2023_BMP_10_2__0009__003", "2023_BMP_10_2__0009__004" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0009__01__abf61758" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0010-img-01.jpg", "sha256": "7e475083b70df9042ad4680ccf4c85b2d0007cfe5fec7441e453627946d916b7", "bytes": 62710, "pdf_page": 10, "ordinal": 1, "ocr_image_id": "img-8.jpeg", "local_path": "images/page-0010-img-01.jpg", "bbox_pixels": [ 297, 237, 1300, 737 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "Infiltration – Extended Detention Basin: Profile View\n\n[OCR image]", "asset_id": "2023_BMP_10_2__image__0010__01__e879dd76", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - 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Infiltration Basins (Large-Scale GI)/images/page-0012-img-02.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0012__001" ], "direct_record_ids": [ "2023_BMP_10_2__0012__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0012__02__de35ce61" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0013-img-01.jpg", "sha256": "f8551ddfa4d2a45a964ebc214a5e0994e432f6d147acd883ccaf04e566175fbc", "bytes": 100665, "pdf_page": 13, "ordinal": 1, "ocr_image_id": "img-11.jpeg", "local_path": "images/page-0013-img-01.jpg", "bbox_pixels": [ 294, 486, 1300, 1302 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "s a vault is depicted in the following illustration as an example, but it is not intended to limit the design configuration. Design criteria specific to this type of infiltration basin immediately follows.\n\n[OCR image]\n\n## Subsurface Infiltration Basin – Profile View\n\n### Pretreatment for Subsurface Infiltration Basins\n\n- Pretreatment is required on all subsurface infiltration basins.\n- Roof runoff that directly discharges into the subsurface infiltration basin can be pretreated by leaf screens, first flush diverters or roof washers. For details of these pretreatment measures, see Pages 5 and 6 of Chapter 9.1: Cister", "asset_id": "2023_BMP_10_2__image__0013__01__ab8c4d05", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0013-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0013__001" ], "direct_record_ids": [ "2023_BMP_10_2__0013__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0013__01__ab8c4d05" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0016-img-01.jpg", "sha256": "c1b0616984547f7860dc198807fdf33c625b75027441d7b0232f3b86c8b3a076", "bytes": 44621, "pdf_page": 16, "ordinal": 1, "ocr_image_id": "img-12.jpeg", "local_path": "images/page-0016-img-01.jpg", "bbox_pixels": [ 294, 360, 1300, 862 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "depth and side slopes. A footprint of 45 ft wide and 80.04 ft long is designed. A side slope 3:1 (horizontal to vertical) is configured, which results in 92.04 ft long and 57 ft wide at the height of 2 ft.\n\n[OCR image]\n\n## Example 1 - Geometry\n\n## Step 4: Estimated Drain Time Calculation\n\nAs previously stated, the drain time of the basin is determined by the design permeability rate of the subsoil. Note that only the infiltration area, i.e. the footprint, can be credited for infiltration, meaning infiltration may not be applied to the side slopes. The drain time calculation is based on the area of the footprint, whic", "asset_id": "2023_BMP_10_2__image__0016__01__ae58cd4a", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0016-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0016__001" ], "direct_record_ids": [ "2023_BMP_10_2__0016__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0016__01__ae58cd4a" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0017-img-01.jpg", "sha256": "ebdbc4b8d4eb7456d9f0b3b1729eaef92bad34c14b826c78868722ab7fbc4ad5", "bytes": 56166, "pdf_page": 17, "ordinal": 1, "ocr_image_id": "img-13.jpeg", "local_path": "images/page-0017-img-01.jpg", "bbox_pixels": [ 297, 237, 1305, 770 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "Example 1 – Plan View\n\n[OCR image]\n\nExample 1 – Profile and Cross-Section View\n\n[OCR image]", "asset_id": "2023_BMP_10_2__image__0017__01__2b8cf92d", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0017-img-01.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0017__001" ], "direct_record_ids": [ "2023_BMP_10_2__0017__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0017__01__2b8cf92d" }, { "source_pdf": "BMP_2023/2023_BMP_10_2_Infiltration_Basins.pdf", "source_pdf_sha256": "665a91dbc47633cbd1ff51e0fca6dc1ca2de1b3b51a8c50e14305122160ae855", "source_manifest": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/manifest.json", "source_manifest_sha256": "061b34fa8a4caf3178782a6726b1d2ed080d0372c966558ef5744b243fb20188", "source_response": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/response.json", "source_response_sha256": "ad1da9288195c137e4cf0467d93ee566c43c203294fff9f27951f4c73ec590b6", "source_image": "BMP_2023/raw/2023_BMP_10_2_Infiltration_Basins/pages/page-0017-img-02.jpg", "sha256": "f51ebc8c3f851c5f308deaa94c885f0daafedfbf3fa73cb27ea2afa94afdf893", "bytes": 91698, "pdf_page": 17, "ordinal": 2, "ocr_image_id": "img-14.jpeg", "local_path": "images/page-0017-img-02.jpg", "bbox_pixels": [ 297, 844, 1300, 1863 ], "page_dimensions": { "dpi": 200, "height": 2200, "width": 1700 }, "ocr_provider": "mistral", "ocr_model": "mistral-ocr-latest", "context_excerpt": "Example 1 – Plan View\n\n[OCR image]\n\nExample 1 – Profile and Cross-Section View\n\n[OCR image]", "asset_id": "2023_BMP_10_2__image__0017__02__2a190f95", "document_id": "2023_BMP_10_2", "path": "BMP/2023/10.02 - Infiltration Basins (Large-Scale GI)/images/page-0017-img-02.jpg", "association": "exact_source_pdf_and_page", "record_ids": [ "2023_BMP_10_2__0017__001" ], "direct_record_ids": [ "2023_BMP_10_2__0017__001" ], "table_record_ids": [], "display_asset_id": "2023_BMP_10_2__image__0017__02__2a190f95" } ] }