{ "document_id": 10658, "page": 9, "width_pt": 2592, "height_pt": 1728, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10769, "item_count": 169, "counts_by_type": { "caption": 1, "figure": 16, "footer": 3, "footnote": 7, "formula": 1, "heading": 30, "list": 8, "list_item": 31, "table": 1, "table_cell": 7, "text": 64 }, "build_ms": 123, "items": [ { "id": "p9.1", "order": 1, "type": "heading", "bbox": { "l": 116.7, "t": 1660.2, "r": 579.6, "b": 1638.3 }, "text": "SOIL EROSION AND SEDIMENT CONTROL NOTES", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.2", "order": 2, "type": "heading", "bbox": { "l": 1452, "t": 1657.8, "r": 1583.7, "b": 1643.7 }, "text": "Simplified Testing Methods", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.3", "order": 3, "type": "heading", "bbox": { "l": 850.2, "t": 1651.5, "r": 1212.6, "b": 1634.1 }, "text": "SOIL COMPACTION TESTING REQUIREMENTS", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.4", "order": 4, "type": "text", "bbox": { "l": 101.7, "t": 1632.3, "r": 753.3, "b": 1619.7 }, "text": "The District inspector may require additional soil erosion and sediment control measures to be installed in accordance with \"T" }, { "id": "p9.5", "order": 5, "type": "text", "bbox": { "l": 844.5, "t": 1623, "r": 1342.2, "b": 1585.5 }, "text": "1. 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." }, { "id": "p9.6", "order": 6, "type": "text", "bbox": { "l": 101.4, "t": 1621.2, "r": 771.9, "b": 1596.9 }, "text": "Standards for Soil Erosion and Sediment Control in New Jersey, 7th Edition, January 2014, Revised July 2017.\" (SESC Standards) All work is to be done in accordance with the SESC Standards." }, { "id": "p9.7", "order": 7, "type": "heading", "bbox": { "l": 1473, "t": 1605.9, "r": 1703.4, "b": 1590.3 }, "text": "Probing Wire Test- 15.5 ga steel wire (survey flag)", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.8", "order": 8, "type": "text", "bbox": { "l": 117.6, "t": 1595.4, "r": 780.3, "b": 1574.7 }, "text": "All soil erosion and sediment control measures are to be installed prior to any major soil disturbance or in their proper sequence and maintained until permanent protection is established." }, { "id": "p9.9", "order": 9, "type": "figure", "bbox": { "l": 1457.1, "t": 1586.1, "r": 1852.5, "b": 1160.7 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p9.9.1", "order": 10, "type": "text", "bbox": { "l": 1470, "t": 1573.8, "r": 1613.7, "b": 1515.9 }, "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 wire." }, { "id": "p9.9.2", "order": 11, "type": "heading", "bbox": { "l": 1675.2, "t": 1539.9, "r": 1809.9, "b": 1515.3 }, "text": "Hold Wire here:", "level": 3 }, { "id": "p9.9.3", "order": 12, "type": "text", "bbox": { "l": 1686.3, "t": 1504.2, "r": 1811.7, "b": 1482.3 }, "text": "Wire must penetrate a minimum of 6\" without deformation." }, { "id": "p9.9.4", "order": 13, "type": "text", "bbox": { "l": 1680, "t": 1447.5, "r": 1819.5, "b": 1423.2 }, "text": "6.0\" min. visible mark on wire at depth" }, { "id": "p9.9.5", "order": 14, "type": "text", "bbox": { "l": 1515.3, "t": 1443.3, "r": 1637.1, "b": 1410.3 }, "text": "Wire may be re-inserted if/when an obstruction (rock, root, debris) is encountered." }, { "id": "p9.9.6", "order": 15, "type": "heading", "bbox": { "l": 1475.7, "t": 1361.4, "r": 1632, "b": 1344 }, "text": "Handheld Soil Penetrometer Test", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.9.7", "order": 16, "type": "text", "bbox": { "l": 1477.2, "t": 1328.7, "r": 1672.8, "b": 1267.8 }, "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. Probe must penetrate at least 6\" with less than 300 psi reading on the gage." }, { "id": "p9.9.8", "order": 17, "type": "text", "bbox": { "l": 1533, "t": 1225.8, "r": 1662.3, "b": 1194 }, "text": "Penetrometer may be re-inserted if/when an obstruction (rock, root, debris) is encountered." } ] }, { "id": "p9.10", "order": 18, "type": "text", "bbox": { "l": 842.1, "t": 1574.1, "r": 1344.3, "b": 1549.2 }, "text": "Areas of the site which are subject to compaction testing and/or mitigation are graphically denoted on the certified soil erosion control plan." }, { "id": "p9.11", "order": 19, "type": "text", "bbox": { "l": 115.8, "t": 1570.5, "r": 750.3, "b": 1553.4 }, "text": "Any changes to the Certified Soil Erosion and Sediment Control Plans will require the submission of revised Soil Erosion and Sediment Control Plans to the District. The revised plans must meet all current SFSC Standards. Standards:" }, { "id": "p9.12", "order": 20, "type": "heading", "bbox": { "l": 112.2, "t": 1547.1, "r": 454.8, "b": 1536.6 }, "text": "http://www.state.nj.us/agriculture/divisions/anr/nrc/njerosion.html", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.13", "order": 21, "type": "list", "bbox": { "l": 93.6, "t": 1543.5, "r": 1341.6, "b": 1484.4 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p9.13.1", "order": 22, "type": "list_item", "bbox": { "l": 844.8, "t": 1543.5, "r": 1341.6, "b": 1484.4 }, "text": "Compaction testing locations are denoted on the plan. A copy of the plan or portion of the plan shall be used to mark locations of tests, and attached to the Soil Compaction Mitigation Verification Form, available from the local soil conservation district or http://www.nj.gov/agriculture/divisions/anr/nrc/njerosion.html. This form must be filled out and submitted prior to receiving a certificate of compliance from the district.", "marker": "2." }, { "id": "p9.13.2", "order": 23, "type": "list_item", "bbox": { "l": 93.6, "t": 1536.3, "r": 795.9, "b": 1503.3 }, "text": "N.J.S.A 4:24–39 et seq. requires that no Certificates of Occupancy be issued before there has been compliance with provisions of a certified plan for permanent measures. All site work, and all work around individual lots in subdivisions, must be completed prior to the District issuing a Report of Compliance for the issuance of a Certificate of Occupancy by the Municipality.", "marker": "5." } ] }, { "id": "p9.14", "order": 24, "type": "text", "bbox": { "l": 101.7, "t": 1499.4, "r": 794.7, "b": 1456.8 }, "text": "Any disturbed areas that will be left exposed for more than sixty (60) days, and not subject to construction traffic, will immediately receive temporary vegetative cover for soil stabilization. If the season prevents the establishment of temporary vegetative cover, the disturbed areas will be mulched with straw, or equivalent material within 14 days, at a rate of 2 to 2[p9.14.1] tons per acre and anchored in place according to the SESC Standard for Stabilization with Mulch Only.", "children": [ { "id": "p9.14.1", "order": 25, "type": "text", "bbox": { "l": 101.7, "t": 1499.4, "r": 794.7, "b": 1456.8 }, "text": "1/2", "attrs": { "inline": true, "text_offset": 372, "text_span": 9, "bbox_estimated": true } } ] }, { "id": "p9.15", "order": 26, "type": "heading", "bbox": { "l": 857.7, "t": 1465.8, "r": 1335.6, "b": 1453.2 }, "text": ". In the event that testing indicates compaction in excess of the maximum thresholds", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.16", "order": 27, "type": "text", "bbox": { "l": 846, "t": 1460.7, "r": 1341.9, "b": 1381.2 }, "text": "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." }, { "id": "p9.17", "order": 28, "type": "list", "bbox": { "l": 87, "t": 1452.3, "r": 792.6, "b": 1358.7 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p9.17.1", "order": 29, "type": "list_item", "bbox": { "l": 87, "t": 1452.3, "r": 780.3, "b": 1419.6 }, "text": "Immediately following initial disturbance or rough grading, all critical areas subject to erosion (i.e., steep slopes and roadway embankments) will receive temporary vegetative cover for soil stabilization in combination with straw mulch or a suitable equivalent at a rate of to[p9.17.1.1] 2 tons per acre and anchored in place according to the SESC Standards.", "marker": "7.", "children": [ { "id": "p9.17.1.1", "order": 30, "type": "formula", "bbox": { "l": 87, "t": 1452.3, "r": 780.3, "b": 1419.6 }, "text": "11/2", "attrs": { "latex": "1\\frac{1}{2}", "inline": true, "text_offset": 278, "text_span": 11, "bbox_estimated": true, "alt": "1 1 over 2", "mathml": "112" } } ] }, { "id": "p9.17.2", "order": 31, "type": "list_item", "bbox": { "l": 92.4, "t": 1415.7, "r": 792, "b": 1382.4 }, "text": "A sub-base course will be applied immediately following rough grading and installation of improvements to stabilize streets, roads, driveways, and parking areas. In areas where no utilities are present, the sub-base shall be installed within fifteen (15) days of the preliminary grading.", "marker": "8." }, { "id": "p9.17.3", "order": 32, "type": "list_item", "bbox": { "l": 87.9, "t": 1379.7, "r": 792.6, "b": 1358.7 }, "text": "Any steep slopes (3:1 or greater) or any existing roadways receiving pipeline installation will be backfilled and stabilized daily, as the installation continues.", "marker": "9." } ] }, { "id": "p9.18", "order": 33, "type": "heading", "bbox": { "l": 845.7, "t": 1358.7, "r": 1041.6, "b": 1343.1 }, "text": "Compaction Testing Methods", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.19", "order": 34, "type": "text", "bbox": { "l": 87, "t": 1357.2, "r": 784.5, "b": 1324.2 }, "text": "10. The SESC Standard for Stabilized Construction Access requires the installation of a stone pad using clean, crushed, angular stone (ASTM C-33, size No. 2 or 3) at all construction driveways where vehicles will access paved roadways from unpaved areas of the site." }, { "id": "p9.20", "order": 35, "type": "text", "bbox": { "l": 844.5, "t": 1343.4, "r": 1342.5, "b": 1218.3 }, "text": "A.Probing Wire Test (see detail)\nB.Hand—held Penetrometer Test (see detail)\nC .Tube Bulk Density Test (licensed professional engineer required\nD.Nuclear Density Test (licensed professional engineer required)\nNote: 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." }, { "id": "p9.21", "order": 36, "type": "list", "bbox": { "l": 87.3, "t": 1321.2, "r": 795.9, "b": 1185.6 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p9.21.1", "order": 37, "type": "list_item", "bbox": { "l": 87.6, "t": 1321.2, "r": 791.1, "b": 1276.5 }, "text": "Permanent vegetation is to be seeded or sodded on all exposed areas within ten (10) days after final grading. At the time of the final inspection, you are required to provide confirmation that the proper type and amount of seed, lime and fertilizer have been used for permanent stabilization work. Straw mulch properly anchored in place is required on all seeding in accordance with the SESC Standards.", "marker": "11." }, { "id": "p9.21.2", "order": 38, "type": "list_item", "bbox": { "l": 87.6, "t": 1274.7, "r": 795.6, "b": 1234.5 }, "text": "At the time that site preparation for permanent vegetative stabilization is going to be accomplished, any soil that will not provide a suitable environment to support adequate vegetative ground cover shall be removed or treated in such a way that it will permanently adjust the soil conditions and render it suitable for vegetative ground cover. If the removal or treatment of the soil will not provide suitable conditions, non-vegetative means of permanent ground stabilization will have to be employed.", "marker": "12." }, { "id": "p9.21.3", "order": 39, "type": "list_item", "bbox": { "l": 87.3, "t": 1227.6, "r": 795.9, "b": 1185.6 }, "text": "In accordance with the SESC Standard for Management of High Acid Producing Soils, any soil having a pH of 4 or less or containing iron sulfides shall be covered with a minimum of twelve (12) inches of soil having a pH of 5 or more prior to seedbed preparation. Areas where trees or shrubs are to be planted shall be covered with a minimum of twenty-four (24) inches of soil having a pH of 5 or more.", "marker": "13." } ] }, { "id": "p9.22", "order": 40, "type": "figure", "bbox": { "l": 1718.6599, "t": 1209.6, "r": 2540.2397, "b": 1014.36 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p9.23", "order": 41, "type": "text", "bbox": { "l": 843.6, "t": 1204.2, "r": 1342.5, "b": 1163.7 }, "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." }, { "id": "p9.24", "order": 42, "type": "list", "bbox": { "l": 84.3, "t": 1183.2, "r": 796.5, "b": 1139.1 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p9.24.1", "order": 43, "type": "list_item", "bbox": { "l": 84.3, "t": 1183.2, "r": 796.5, "b": 1159.8 }, "text": "Conduit outlet protection must be installed at all required outfalls prior to the drainage system becoming operational. Conduit outlet protection installation shall be postponed in basins acting as sediment basins during construction.", "marker": "14." }, { "id": "p9.24.2", "order": 44, "type": "list_item", "bbox": { "l": 87.3, "t": 1158.9, "r": 786.3, "b": 1139.1 }, "text": "Unfiltered dewatering is not permitted. Necessary precautions must be taken during all dewatering operations to minimize sediment transfer. Any dewatering methods used must be in accordance with the SESC Standard for Dewatering.", "marker": "15." } ] }, { "id": "p9.25", "order": 45, "type": "heading", "bbox": { "l": 845.1, "t": 1147.2, "r": 1135.8, "b": 1132.5 }, "text": "Procedures for Soil Compaction Mitigation", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.26", "order": 46, "type": "text", "bbox": { "l": 87, "t": 1134.6, "r": 788.4, "b": 1103.1 }, "text": "16. Should the control of dust at the site be necessary, the site will be sprinkled until the surface is wet, temporary vegetative cover shall be established, mulch shall be applied and anchored in place, or other dust control method shall be employed as required by the SESC Standard for Dust Control." }, { "id": "p9.27", "order": 47, "type": "heading", "bbox": { "l": 1505.4, "t": 1125.3, "r": 1661.1, "b": 1108.2 }, "text": "FENCE POST (SPACING 8'-0\" & TO &)", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.28", "order": 48, "type": "text", "bbox": { "l": 843.6, "t": 1123.5, "r": 1342.8, "b": 1099.8 }, "text": "Procedures shall be used to mitigate excessive soil compaction prior to placement of topsoil and establishment of permanent vegetative cover." }, { "id": "p9.29", "order": 49, "type": "text", "bbox": { "l": 88.2, "t": 1101.6, "r": 792.9, "b": 1058.4 }, "text": "17. Stockpile and staging locations established in the field shall be placed within the limit of disturbance according to the certified plan. Staging and stockpiles not located within the limit of disturbance will require certification of an amended Soil Erosion and Sediment Control Plan. The District reserves the right to determine when certification of a new and separate Soil Erosion and Sediment Control Plan will be required for these activities." }, { "id": "p9.30", "order": 50, "type": "figure", "bbox": { "l": 1466.1, "t": 1090.8, "r": 1770.3, "b": 910.5 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p9.31", "order": 51, "type": "heading", "bbox": { "l": 845.4, "t": 1087.2, "r": 1341, "b": 1072.8 }, "text": "Restoration of compacted soils shall be through deep scarification/tillage (6\" minimum", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.32", "order": 52, "type": "figure", "bbox": { "l": 1788.9, "t": 1085.4, "r": 2024.4, "b": 922.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p9.33", "order": 53, "type": "text", "bbox": { "l": 844.8, "t": 1073.4, "r": 1341.9, "b": 1034.1 }, "text": "(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 maybe substituted subject to District Approval." }, { "id": "p9.34", "order": 54, "type": "text", "bbox": { "l": 87.3, "t": 1058.4, "r": 780.6, "b": 1036.2 }, "text": "18. All soil stockpiles are to be surrounded with a sediment barrier and stabilized in accordance with the SESC Standards. Stockpiles should be situated so as to not obstruct natural drainage or cause off-site environmental damage." }, { "id": "p9.35", "order": 55, "type": "figure", "bbox": { "l": 1103.7, "t": 1038.3, "r": 1428.3, "b": 879 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "SILT FENCE\nDOWN GR ADE" } }, { "id": "p9.36", "order": 56, "type": "text", "bbox": { "l": 87.6, "t": 1034.1, "r": 776.4, "b": 1014.6 }, "text": "19. The property owner shall be responsible for any erosion or sedimentation that may occur below stormwater outfalls or offsite as result of construction of the project." }, { "id": "p9.37", "order": 57, "type": "figure", "bbox": { "l": 1718.6599, "t": 1014.36, "r": 2540.2397, "b": 819.12 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p9.38", "order": 58, "type": "heading", "bbox": { "l": 92.4, "t": 1001.4, "r": 192.9, "b": 987.6 }, "text": "Topsoiling Notes", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.39", "order": 59, "type": "list_item", "bbox": { "l": 92.7, "t": 978.9, "r": 591.3, "b": 966 }, "text": "Topsoil should be handled only when it is dry enough to work without damaging soil", "marker": "1.", "attrs": { "block_label": "paragraph_title" } }, { "id": "p9.40", "order": 60, "type": "heading", "bbox": { "l": 88.2, "t": 963.6, "r": 145.5, "b": 953.1 }, "text": "structure.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.41", "order": 61, "type": "list", "bbox": { "l": 83.7, "t": 957, "r": 634.8, "b": 891 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p9.41.1", "order": 62, "type": "list_item", "bbox": { "l": 83.7, "t": 957, "r": 634.8, "b": 924 }, "text": "A uniform application to an average depth of 5\" (minimum 4\") firmed in place is required.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p9.41.2", "order": 63, "type": "list_item", "bbox": { "l": 83.7, "t": 924, "r": 634.8, "b": 891 }, "text": "Pursuant to the requirements in Section 7 of the Standard for Permanent Vegetative Stabilization, the contractor is responsible to ensure that permanent vegetative cover becomes established on at least 80% of the soils to be stabilized with vegetation. Failure to achieve the minimum coverage may require additional work to be performed.", "marker": "3.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p9.42", "order": 64, "type": "figure", "bbox": { "l": 1443.62, "t": 934.2599, "r": 2055.6799, "b": 672.1799 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p9.43", "order": 65, "type": "heading", "bbox": { "l": 1521.6, "t": 899.7, "r": 1682.7, "b": 884.4 }, "text": "SILT FENCE DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.44", "order": 66, "type": "heading", "bbox": { "l": 64.5, "t": 886.2, "r": 219.6, "b": 872.4 }, "text": "CONSTRUCTION SCHEDULE:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.45", "order": 67, "type": "text", "bbox": { "l": 1085.4, "t": 872.7, "r": 1486.2, "b": 815.4 }, "text": "4”–6” STRIPPING DEPTH IS COMMON (BUT MAY VARY). STOCKPILES SHOULD BE SITUATED SO AS NOT TO OBSTRUCT DRAINAGE OR CAUSE OFFSITE ENVIRONMENTAL DAMAGE. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS DESCRIBED HEREON. REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION." }, { "id": "p9.46", "order": 68, "type": "list", "bbox": { "l": 64.8, "t": 858.9, "r": 960, "b": 659.4 }, "text": "", "attrs": { "item_count": 11 }, "children": [ { "id": "p9.46.1", "order": 69, "type": "list_item", "bbox": { "l": 64.8, "t": 858.9, "r": 960, "b": 840.76 }, "text": "The Ocean County Soil Conservation District shall be notified in writing forty-eight (48) hours in advance of any land disturbance.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.2", "order": 70, "type": "list_item", "bbox": { "l": 64.8, "t": 840.76, "r": 960, "b": 822.63 }, "text": "Tree protection fence installation", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.3", "order": 71, "type": "list_item", "bbox": { "l": 64.8, "t": 822.63, "r": 960, "b": 804.49 }, "text": "Installation of temporary Soil Erosion and Sediment Control measures must be installed at the initiation of land disturbance activities.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.4", "order": 72, "type": "list_item", "bbox": { "l": 64.8, "t": 804.49, "r": 960, "b": 786.35 }, "text": "All stormwater drainage system structures & retaining wall associated with above ground basin must be installed & permanently stabilized prior to installing new addition to building, installation of inlet protection upon installation of storm sewer.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.5", "order": 73, "type": "list_item", "bbox": { "l": 64.8, "t": 786.35, "r": 960, "b": 768.22 }, "text": "Begin building addition and parking lot", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.6", "order": 74, "type": "list_item", "bbox": { "l": 64.8, "t": 768.22, "r": 960, "b": 750.08 }, "text": "Soil compaction testing and/or subsoil compaction remediation. Testing and/or restoration of compacted soils (through deep scarification/tillage -6\"minimum depth) shall be done prior to the placement of topsoil. Soil compaction testing must be witnessed by an OCSCD inspector. If test pass, submit completed Soil Compaction Mitigation Verification form to the Ocean County Soil Conservation District. If tests fail, restoration of compacted subsoils shall be conducted through deep scarification/tillage (6\"minimum depth).", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.7", "order": 75, "type": "list_item", "bbox": { "l": 64.8, "t": 750.08, "r": 960, "b": 731.95 }, "text": "Topsoil (5\" minimum depth) and final grading of lot.", "marker": "7.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.8", "order": 76, "type": "list_item", "bbox": { "l": 64.8, "t": 731.95, "r": 960, "b": 713.81 }, "text": "Permanent stabilization of all disturbed areas", "marker": "8.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.9", "order": 77, "type": "list_item", "bbox": { "l": 64.8, "t": 713.81, "r": 960, "b": 695.67 }, "text": "Remove temporary soil erosion and sediment control measures", "marker": "9.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.10", "order": 78, "type": "list_item", "bbox": { "l": 64.8, "t": 695.67, "r": 960, "b": 677.54 }, "text": "Tree protection fencing removal", "marker": "10.", "attrs": { "bbox_estimated": true } }, { "id": "p9.46.11", "order": 79, "type": "list_item", "bbox": { "l": 64.8, "t": 677.54, "r": 960, "b": 659.4 }, "text": "Obtain final report of compliance. 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impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of the impact of", "marker": "11.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p9.47", "order": 80, "type": "heading", "bbox": { "l": 1534.5, "t": 834.6, "r": 1655.7, "b": 821.4 }, "text": "Requirements for silt fence:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.48", "order": 81, "type": "text", "bbox": { "l": 1560.6, "t": 810, "r": 1980.6, "b": 773.7 }, "text": "Fence posts shall be spaced 8 feet center-to-center or closer. They shall extend at least 2 feet into the ground and extend at least 2 feet above ground (Fig. 23-2). Posts shall be constructed of hardwood with a minimum diameter thickness of[p9.49.1] inches.", "children": [ { "id": "p9.48.1", "order": 82, "type": "text", "bbox": { "l": 1560.6, "t": 810, "r": 1980.6, "b": 773.7 }, "text": "11/2", "attrs": { "inline": true, "text_offset": 241, "text_span": 9, "bbox_estimated": true } } ] }, { "id": "p9.49", "order": 83, "type": "heading", "bbox": { "l": 1130.1, "t": 776.4, "r": 1362.6, "b": 761.1 }, "text": "TOPSOIL STOCKPILE DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.50", "order": 84, "type": "text", "bbox": { "l": 1536.3, "t": 765, "r": 1980.3, "b": 683.4 }, "text": "2. “Super” silt fence - A metal fence with 6 inch or smaller mesh openings and at least 2 feet high may be utilized, fastened to the fence posts, to provide reinforcement and support to the geotextile fabric. Posts may be spaced less than 8 feet on center and may be constructed of heavier wood or metal as needed to withstand heavier sediment loading. This practice is appropriate where space for other practices is limited and heavy sediment loading is expected. “Super” silt fence is not to be used in place of properly designed diversions (pg. 15-1) which may be needed to control surface runoff rates and velocities." }, { "id": "p9.51", "order": 85, "type": "text", "bbox": { "l": 1127.7, "t": 762.9, "r": 1367.1, "b": 743.1 }, "text": "NOT TO SCALE" }, { "id": "p9.52", "order": 86, "type": "heading", "bbox": { "l": 1145.7, "t": 728.4, "r": 1383, "b": 712.2 }, "text": "STANDARD FOR DEWATERING", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.53", "order": 87, "type": "heading", "bbox": { "l": 1209, "t": 698.7, "r": 1264.2, "b": 684.9 }, "text": "Definition", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.54", "order": 88, "type": "figure", "bbox": { "l": 1987.34, "t": 699, "r": 2540.24, "b": 408.9 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p9.55", "order": 89, "type": "text", "bbox": { "l": 998.4, "t": 675, "r": 1505.7, "b": 664.2 }, "text": "The removal and discharge of sediment-laden water from an excavated area, construction site or sediment basin." }, { "id": "p9.56", "order": 90, "type": "text", "bbox": { "l": 1553.7, "t": 672.3, "r": 1986.9, "b": 600.9 }, "text": "A geotextile fabric, recommended for such use by the manufacturer, shall be buried at least 6 inches deep in the ground. The fabric shall extend at least 2 feet above the ground. The fabric must be securely fastened to the posts using a system consisting of metal fasteners (nails or staples) and a high strength reinforcement material (nylon webbing, grommets, washers etc.) placed between the fastener and the geotextile fabric. The fastening system shall resist tearing away from the post. The fabric shall incorporate a drawstring in the top portion of the fence for added strength." }, { "id": "p9.57", "order": 91, "type": "figure", "bbox": { "l": 1443.62, "t": 672.1799, "r": 2055.6799, "b": 410.1 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p9.58", "order": 92, "type": "text", "bbox": { "l": 1216.8, "t": 651.3, "r": 1263, "b": 639.6 }, "text": "Purpose" }, { "id": "p9.59", "order": 93, "type": "heading", "bbox": { "l": 196.2, "t": 647.4, "r": 516, "b": 631.8 }, "text": "STANDARD FOR STORM SEWER INLET PROTECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.60", "order": 94, "type": "text", "bbox": { "l": 995.7, "t": 628.8, "r": 1533.3, "b": 605.1 }, "text": "To properly remove suspended sediments and water from excavated areas through filtration and/or settlement prior to discharging water to a receiving water course or body." }, { "id": "p9.61", "order": 95, "type": "text", "bbox": { "l": 297.3, "t": 611.7, "r": 354, "b": 598.8 }, "text": "Definition" }, { "id": "p9.62", "order": 96, "type": "text", "bbox": { "l": 85.8, "t": 588.9, "r": 404.4, "b": 574.5 }, "text": "A temporary barrier and settling facility installed at a storm sewer inlet." }, { "id": "p9.63", "order": 97, "type": "heading", "bbox": { "l": 305.7, "t": 565.2, "r": 355.2, "b": 551.1 }, "text": "Purpose", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.64", "order": 98, "type": "text", "bbox": { "l": 81.6, "t": 542.4, "r": 588, "b": 519.9 }, "text": "The purpose of storm sewer inlet protection is to intercept and retain sediment, thus preventing the entrance of sediment into the storm sewer system." }, { "id": "p9.65", "order": 99, "type": "figure", "bbox": { "l": 75.3, "t": 535.8, "r": 556.8, "b": 369.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "sediment into the storm sewer system." }, "children": [ { "id": "p9.65.1", "order": 100, "type": "text", "bbox": { "l": 253.5, "t": 506.1, "r": 408.9, "b": 492.3 }, "text": "ConditionsWherePracticeApplies" }, { "id": "p9.65.2", "order": 101, "type": "text", "bbox": { "l": 83.7, "t": 483, "r": 319.8, "b": 468.9 }, "text": "1. Contributing drainage area is 3 acres or less." }, { "id": "p9.65.3", "order": 102, "type": "text", "bbox": { "l": 83.4, "t": 459.9, "r": 502.8, "b": 445.8 }, "text": "2. A storm sewer or the outlet channel of a storm sewer needs protection from sediment." }, { "id": "p9.65.4", "order": 103, "type": "text", "bbox": { "l": 84, "t": 436.5, "r": 510.6, "b": 423.6 }, "text": "3. Traffic will not destroy or cause constant maintenance of the storm sewer inlet protection." }, { "id": "p9.65.5", "order": 104, "type": "text", "bbox": { "l": 84, "t": 412.2, "r": 277.5, "b": 398.7 }, "text": "4. A traffic hazard will not be created." }, { "id": "p9.65.6", "order": 105, "type": "text", "bbox": { "l": 82.8, "t": 387.6, "r": 287.4, "b": 375.3 }, "text": "5. A flooding problem will not be created." } ] }, { "id": "p9.66", "order": 106, "type": "figure", "bbox": { "l": 1443.62, "t": 410.1, "r": 2055.6799, "b": 148.02 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p9.67", "order": 107, "type": "heading", "bbox": { "l": 263.7, "t": 354.3, "r": 405.9, "b": 340.2 }, "text": "Water Quality Enhancement", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.68", "order": 108, "type": "text", "bbox": { "l": 84.3, "t": 330.3, "r": 620.7, "b": 293.1 }, "text": "The primary benefit to water quality is the removal of sediment from stormwater runoff prior to entering the stormsewer system. As an added benefit, other floatable debris, such as vegetative matter and litter may also be filtered out of the runoff." }, { "id": "p9.69", "order": 109, "type": "heading", "bbox": { "l": 286.2, "t": 282.9, "r": 365.7, "b": 268.5 }, "text": "DesignCriteria", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.70", "order": 110, "type": "text", "bbox": { "l": 92.7, "t": 259.2, "r": 382.8, "b": 246.3 }, "text": "The following applies to all methods of storm sewer inlet protection" }, { "id": "p9.71", "order": 111, "type": "list", "bbox": { "l": 105.6, "t": 236.72404099999994, "r": 2535.540337, "b": 129.52 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p9.71.1", "order": 112, "type": "list_item", "bbox": { "l": 114.14, "t": 236.72404099999994, "r": 2353.223773, "b": 221.03622799999994 }, "text": "Must slow the storm water, provide the coarse sediment particles a chance to settle, and provide an area to retain the particles that have settled.", "marker": "1." }, { "id": "p9.71.2", "order": 113, "type": "list_item", "bbox": { "l": 114.92, "t": 199.22413000000006, "r": 2535.540337, "b": 187.79622799999993 }, "text": "In all cases, inlet protection should not completely close off the inlet. Provision must be made to allow stormwater to overflow or bypass filter", "marker": "2." }, { "id": "p9.71.3", "order": 114, "type": "list_item", "bbox": { "l": 105.6, "t": 167.85, "r": 624, "b": 129.52 }, "text": "The protection device will be designed to capture or filter runoff from the 1 year, 24 hour storm event and shall safely convey higher flows directly into the storm sewer system.", "marker": "3.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p9.72", "order": 115, "type": "text", "bbox": { "l": 144.74, "t": 130.7580149999999, "r": 2535.461606, "b": 116.15622800000006 }, "text": "Other methods that accomplish the purpose of storm sewer inlet protection may be used if approved by the Soil Conservation District." }, { "id": "p9.73", "order": 116, "type": "text", "bbox": { "l": 107.1, "t": 94.8, "r": 587.4, "b": 70.2 }, "text": "Inspections shall be frequent. Maintenance, repair, and replacement shall be made promptly, as needed. The barrier shall be removed when the area draining toward the inlet has been stabilized." }, { "id": "p9.74", "order": 117, "type": "figure", "bbox": { "l": 663.3, "t": 504.6, "r": 911.1, "b": 369.3 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p9.74.1", "order": 118, "type": "text", "bbox": { "l": 724.2, "t": 504.9, "r": 859.5, "b": 483 }, "text": "1/2\" TO 3/4\" CRUSHED STONE TO BE USED AS FILTER" } ] }, { "id": "p9.75", "order": 119, "type": "figure", "bbox": { "l": 642.9, "t": 381.3, "r": 912, "b": 260.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p9.76", "order": 120, "type": "text", "bbox": { "l": 664.8, "t": 207.9, "r": 895.5, "b": 150.3 }, "text": "1/2\" TO 3/4\" CRUSHED STONE\nTO BE USED AS FILTER\nINLET PROTECTION DETAIL\nNOT TO SCALE" }, { "id": "p9.77", "order": 121, "type": "text", "bbox": { "l": 993.3, "t": 557.7, "r": 1550.7, "b": 499.8 }, "text": "During construction excavated facilities need to be dewatered to facilitate or complete the construction process. The water pumped out of the excavated areas contain sediments that must be removed prior to discharging to receiving bodies of water. This standard does not address the removal of ground water through well points etc.\nThis standard describes the following practices for the removal of sediment laden waters from excavation areas:\nremovable pumping stations, sump pits, portable sedimentation tanks and silt control bags." }, { "id": "p9.78", "order": 122, "type": "heading", "bbox": { "l": 1171.8, "t": 488.1, "r": 1314.3, "b": 475.5 }, "text": "Water Quality Enhancement", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.79", "order": 123, "type": "heading", "bbox": { "l": 1742.7, "t": 575.1, "r": 1810.5, "b": 561.6 }, "text": "Maintenance", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.80", "order": 124, "type": "text", "bbox": { "l": 1590, "t": 553.2, "r": 2017.8, "b": 527.7 }, "text": "Sediment shall be removed from the upstream face of the barrier when it has reached a depth of[p9.84.1] the barrier height.", "children": [ { "id": "p9.80.1", "order": 125, "type": "text", "bbox": { "l": 1590, "t": 553.2, "r": 2017.8, "b": 527.7 }, "text": "1/2", "attrs": { "inline": true, "text_offset": 94, "text_span": 9, "bbox_estimated": true } } ] }, { "id": "p9.81", "order": 126, "type": "text", "bbox": { "l": 1591.8, "t": 518.1, "r": 1869.6, "b": 504.6 }, "text": "Repair or replace barrier (fabric, posts, bales etc.) when damaged." }, { "id": "p9.82", "order": 127, "type": "text", "bbox": { "l": 1587.9, "t": 494.1, "r": 1920.6, "b": 482.7 }, "text": "Barriers shall be inspected daily for signs of deterioration and sediment removal." }, { "id": "p9.83", "order": 128, "type": "text", "bbox": { "l": 994.8, "t": 462, "r": 1552.2, "b": 393.9 }, "text": "Water discharged from excavated areas on construction sites may be a significant contributor of sediment to surface waters during construction. Water must be removed and disposed of in order for construction to move forward. Typically, water is pumped or containment berms are breached and sediment laden waters are permitted to flow uncontrolled into surface waters such as streams or lakes. By employing practices described in this standard, the majority of sediment suspended in waters may easily be removed prior to leaving the site. Filters and materials described herein are readily available and are easy to install and maintain." }, { "id": "p9.84", "order": 129, "type": "heading", "bbox": { "l": 1206.3, "t": 381.9, "r": 1276.8, "b": 369.6 }, "text": "Design Criteria", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.85", "order": 130, "type": "text", "bbox": { "l": 978.9, "t": 361.5, "r": 1519.2, "b": 314.4 }, "text": "3. Sediment Tank / Silt Control Bagsare containers through which sediment laden water is pumped to trap and retain the sediment. A sediment tank or a silt control bag is to be used on sites were excavations are deep, and space is limited and where direct discharge of sediment laden water to stream and storm drainage systems is to be avoided." }, { "id": "p9.86", "order": 131, "type": "heading", "bbox": { "l": 1146.3, "t": 304.5, "r": 1280.7, "b": 290.7 }, "text": "Construction Specifications", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.87", "order": 132, "type": "list", "bbox": { "l": 1005.9, "t": 281.1, "r": 1514.1, "b": 57.3 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p9.87.1", "order": 133, "type": "list_item", "bbox": { "l": 1008.3, "t": 281.1, "r": 1508.1, "b": 244.2 }, "text": "Location. Containers (tanks or bags) shall be located for ease of clean-out and disposal of the trapped sediment and to minimize interference with construction activities and pedestrian traffic. Bags shall not be place directly into receiving waters.", "marker": "A." }, { "id": "p9.87.2", "order": 134, "type": "list_item", "bbox": { "l": 1008.3, "t": 233.4, "r": 1498.5, "b": 196.2 }, "text": "Tank size. The following formula should be used in determining the storage volume of the tank: 1 cubic foot of storage for each gallon per minute of pump discharge capacity. Typical tank configuration is shown on Detail 14-3. Tanks may be connected in series to increase effectiveness.", "marker": "B." }, { "id": "p9.87.3", "order": 135, "type": "list_item", "bbox": { "l": 1009.8, "t": 185.4, "r": 1514.1, "b": 103.2 }, "text": "Tanks consist of two concentric circular pipes (CMP), attached to a watertight baseplate. The inner CMP is perforated with 1\" holes on 6\" centers and is wrapped with geotextile and hardware cloth. Pumped water is discharged into the inner CMP where it flows through the geotextile into the space between the two CMP=s. A discharge line is attached to the outer CMP and draws filtered water from the annulus between the two concentric CMP=s. The discharge line may be connected to another tank where it drains to the inner CMP of the second tank. This series connection may be continued indefinitely.", "marker": "C." }, { "id": "p9.87.4", "order": 136, "type": "list_item", "bbox": { "l": 1005.9, "t": 92.4, "r": 1496.4, "b": 57.3 }, "text": "Sediment Control Bags must be located away from receiving waters and disposed of according to manufacturer's instructions. See Detail 14-4. Bags may be combined with temporary filters (item 4, following) for enhanced filtration.", "marker": "D." } ] }, { "id": "p9.88", "order": 137, "type": "caption", "bbox": { "l": 1642.8, "t": 301.5, "r": 1747.8, "b": 288.3 }, "text": "FILTERED WATER FLOW", "attrs": { "block_label": "figure_title" } }, { "id": "p9.89", "order": 138, "type": "text", "bbox": { "l": 1586.7, "t": 120.3, "r": 2024.1, "b": 93 }, "text": "DETAIL 14-4 SEDIMENT CONTROL BAG FOR DEWATERING\nNOT TO SCALE" }, { "id": "p9.90", "order": 139, "type": "figure", "bbox": { "l": 2033.4, "t": 1657.5, "r": 2526.9, "b": 1216.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "TAX MAP\nSITE\n1\" = 200'" } }, { "id": "p9.91", "order": 140, "type": "figure", "bbox": { "l": 2049.6, "t": 1151.7, "r": 2509.5, "b": 963.6 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "SEE PLAN\nSEE PLAN" } }, { "id": "p9.92", "order": 141, "type": "heading", "bbox": { "l": 2173.2, "t": 955.5, "r": 2381.4, "b": 922.2 }, "text": "STABILIZED\nCONSTRUCTION ENTRANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.93", "order": 142, "type": "text", "bbox": { "l": 2246.7, "t": 922.2, "r": 2305.2, "b": 909.6 }, "text": "NOT TO SCALE" }, { "id": "p9.94", "order": 143, "type": "text", "bbox": { "l": 2053.5, "t": 896.7, "r": 2527.2, "b": 858.9 }, "text": "Where a stabilized construction exit traverses between two buildings, it shall be stoned the entire length of the right-of-way. Mountable stone berms placed across the width of the exit may also be required at the transition point between paved and non-paved areas to trap sediments which are carried by stormwater flowing along the curbline." }, { "id": "p9.95", "order": 144, "type": "text", "bbox": { "l": 2054.7, "t": 850.5, "r": 2530.2, "b": 804 }, "text": "Individual lot entrance and egress- After interior roadways are paved, individual lot ingress/egress points may require a stabilized construction entrance consisting of no. 3 stone (1\" to 2\") to prevent or minimize tracking of sediments. Width of the stone ingress/egress shall be equal to lot entrance width and shall be a minimum of ten feet in length." }, { "id": "p9.96", "order": 145, "type": "text", "bbox": { "l": 2052.9, "t": 792.6, "r": 2520.6, "b": 757.5 }, "text": "Tire washing - If space is limited, vehicle tires may be washed with clean water before entering a paved area. A wash station must be located such that wash water will not flow onto paved roadways or into unprotected storm drainage systems." }, { "id": "p9.97", "order": 146, "type": "text", "bbox": { "l": 2053.8, "t": 746.4, "r": 2512.8, "b": 710.1 }, "text": "When the construction access exits onto a major roadway, a paved transition area may be installed between the major roadway and the stoned entrance to prevent loose stones from being transported out onto the roadway by heavy equipment entering or leaving the site." }, { "id": "p9.98", "order": 147, "type": "heading", "bbox": { "l": 2261.7, "t": 700.5, "r": 2322.6, "b": 688.2 }, "text": "Maintenance", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p9.99", "order": 148, "type": "text", "bbox": { "l": 2052.6, "t": 678, "r": 2523.9, "b": 630.3 }, "text": "The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto roadways. This may require periodic top dressing with additional stone or additional length as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment spilled, dropped, washed, or tracked onto roadways (public or private) or other impervious surfaces must be removed immediately." }, { "id": "p9.100", "order": 149, "type": "text", "bbox": { "l": 2053.2, "t": 619.8, "r": 2524.2, "b": 584.4 }, "text": "Where accumulation of dust/sediment is inadequately cleaned or removed by conventional methods, a power broom or street sweeper will be required to clean paved or impervious surfaces. All other access points which are not stabilized shall be blocked off." }, { "id": "p9.101", "order": 150, "type": "figure", "bbox": { "l": 2062.2, "t": 418.8, "r": 2545.2, "b": 58.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS\nREV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE\nREV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE\nREV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS\nREV. - 10-18-2024 REVISED FOR SCD COMMENTS\nREV. - 8-06-2024 REVISED FOR SCD COMMENTS\nSOIL EROSION & SEDIMENT CONTROL DETAILS\nPRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV\nPROJECT NO.\n22-130\nSCALE\nSEE DETAILS\nDATE\n21 S HOPE CHAPEL ROAD, UNIT 206\nJACKSON, NEW JERSEY 08527\nERIC HALPERT\nPH.(732) 806-7541 F.(732) 806-7439 SHEET NO.\nOFFICE@HALERCONSULTING.COM PROFESSIONAL ENGINEER AND PLANNER\nCOA 24GA28321300 NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488\n09 of 19" }, "children": [ { "id": "p9.101.1", "order": 151, "type": "text", "bbox": { "l": 2478.6, "t": 100.2, "r": 2541.6, "b": 86.7 }, "text": "01-22-2024" } ] }, { "id": "p9.102", "order": 152, "type": "table", "bbox": { "l": 2066.4, "t": 417.3, "r": 2543.1, "b": 184.5 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 1, "integrity": { "cells_checked": 7, "cells_flagged": 0 } }, "children": [ { "id": "p9.102.1", "order": 153, "type": "table_cell", "bbox": { "l": 2170.88, "t": 412.6298529999999, "r": 2427.164601, "b": 402.34089599999993 }, "text": "REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p9.102.2", "order": 154, "type": "table_cell", "bbox": { "l": 2154.56, "t": 390.60985299999993, "r": 2443.459067, "b": 380.32089599999995 }, "text": "REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p9.102.3", "order": 155, "type": "table_cell", "bbox": { "l": 2154.56, "t": 368.58985299999995, "r": 2443.459067, "b": 358.30089599999997 }, "text": "REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p9.102.4", "order": 156, "type": "table_cell", "bbox": { "l": 2150.78, "t": 346.6298529999999, "r": 2447.204642, "b": 336.34089599999993 }, "text": "REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p9.102.5", "order": 157, "type": "table_cell", "bbox": { "l": 2180.06, "t": 324.60985299999993, "r": 2418.005791, "b": 314.32089599999995 }, "text": "REV. - 10-18-2024 REVISED FOR SCD COMMENTS", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p9.102.6", "order": 158, "type": "table_cell", "bbox": { "l": 2113.82, "t": 302.58985299999995, "r": 2495.347927, "b": 266.3124620000001 }, "text": "REV. - 8-06-2024 REVISED FOR SCD COMMENTS\nSOIL EROSION & SEDIMENT CONTROL DETAILS", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p9.102.7", "order": 159, "type": "table_cell", "bbox": { "l": 2074.58, "t": 254.30609600000003, "r": 2535.540337, "b": 188.99361399999998 }, "text": "PRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p9.103", "order": 160, "type": "footnote", "bbox": { "l": 1872.9, "t": 1062, "r": 1995.3, "b": 1039.5 }, "text": "DRAW STRING RUNNING THOUGH\nFABRIC ALONG TOP OF FENCE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.104", "order": 161, "type": "footnote", "bbox": { "l": 1867.8, "t": 911.1, "r": 2004.3, "b": 893.7 }, "text": "OPTIONAL WIRE FENCE BEHIND FABRIC FOR \"SUPER\" SILT FENCE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.105", "order": 162, "type": "footnote", "bbox": { "l": 1085.7, "t": 812.7, "r": 1491, "b": 786 }, "text": "STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100' OF NATURAL STREAM", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.106", "order": 163, "type": "footnote", "bbox": { "l": 797.1, "t": 417.6, "r": 908.4, "b": 380.4 }, "text": "WOODEN ENCLOSURE\n2\" X 4\" TREATED LUMBER\nWITH 1\" DIA. HOLES DRILLE\nEVERY 6\" ALONG BOARD", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.107", "order": 164, "type": "footnote", "bbox": { "l": 793.2, "t": 251.4, "r": 909, "b": 211.8 }, "text": "WOODEN ENCLOSURE\n2\" X 4\" TREATED LUMBER\nWITH 1\" DIA. HOLES DRILLED\nEVERY 6\" ALONG BOARD", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.108", "order": 165, "type": "footnote", "bbox": { "l": 1623, "t": 178.5, "r": 1876.8, "b": 160.8 }, "text": "1. BAG MUST BE LOCATED AWAY FROM RECEIVING WATERS AND/OR CONSTRUCTION ACTIVITIES", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.109", "order": 166, "type": "footnote", "bbox": { "l": 2105.1, "t": 1248.3, "r": 2249.4, "b": 1215 }, "text": "SITE TAX MAP\n1\" = 200'", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.110", "order": 167, "type": "footer", "bbox": { "l": 2284.5, "t": 91.5, "r": 2462.4, "b": 59.7 }, "text": "ERIC HALPERI\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.111", "order": 168, "type": "footer", "bbox": { "l": 2485.5, "t": 67.8, "r": 2536.2, "b": 54.6 }, "text": "09 of 19", "attrs": { "block_label": "vision_footnote" } }, { "id": "p9.112", "order": 169, "type": "footer", "bbox": { "l": 2142.6, "t": 66.3, "r": 2214.9, "b": 56.4 }, "text": "COA 24GA28321300", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }