{ "document_id": 12173, "page": 12, "width_pt": 2592, "height_pt": 1728, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12284, "item_count": 62, "counts_by_type": { "figure": 12, "footer": 2, "footnote": 1, "heading": 13, "text": 34 }, "build_ms": 12, "items": [ { "id": "p12.1", "order": 1, "type": "figure", "bbox": { "l": 540.6, "t": 1668, "r": 1985.1, "b": 748.5 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "O\nE\nEDG\n#bt2534\nK PROJECT AREA: 58,634 SF (1.34 ACRES)\nWAL C URB\nSIDE TE\nCRE DISTURBED AREA: 58,634 SF (1.34 ACRES)\nCON\nRESTORATION AREA: 16,065 SF (.37 ACRES)\nTHE SOIL EROSION INSPECTOR MAY REQUIRE\nMEASURES TO BE INSTALLED, AS DIRECTED BY THE\nIN ACCORDANCE WITH THE STATE STANDARDS FOR\nSEDIMENT CONTROL IN NEW JERSEY\nSILT FENCE DETAIL" }, "children": [ { "id": "p12.1.1", "order": 2, "type": "heading", "bbox": { "l": 1669.8, "t": 778.2, "r": 1913.1, "b": 760.2 }, "text": "PROJECT AREA: 58,634 SF (1.34 ACRES)", "attrs": { "block_label": "paragraph_title" }, "level": 3 } ] }, { "id": "p12.2", "order": 3, "type": "figure", "bbox": { "l": 302.48, "t": 1653.84, "r": 554.72, "b": 1203.6 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p12.3", "order": 4, "type": "heading", "bbox": { "l": 2110.2, "t": 1644.9, "r": 2239.8, "b": 1629.9 }, "text": "Simplified Testing Methods", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.4", "order": 5, "type": "figure", "bbox": { "l": 188.72, "t": 1608.72, "r": 242.48, "b": 1496.52 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p12.5", "order": 6, "type": "heading", "bbox": { "l": 2131.8, "t": 1592.1, "r": 2361, "b": 1576.5 }, "text": "Probing Wire Test- 15.5 ga steel wire (survey flag)", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.6", "order": 7, "type": "figure", "bbox": { "l": 2121.3, "t": 1567.8, "r": 2508.3, "b": 1142.7 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "TOPSOIL STOCKPILE\nREV. - 7-22-2024 EXPANDED CIRCULATION DRIVE" }, "children": [ { "id": "p12.6.1", "order": 8, "type": "text", "bbox": { "l": 2129.4, "t": 1561.8, "r": 2267.4, "b": 1502.4 }, "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": "p12.6.2", "order": 9, "type": "text", "bbox": { "l": 2322.9, "t": 1528.8, "r": 2477.7, "b": 1471.5 }, "text": "Hold Wire here:\nWire must penetrate a minimum of 6\" without deformation." }, { "id": "p12.6.3", "order": 10, "type": "text", "bbox": { "l": 2261.7, "t": 1475.4, "r": 2310.6, "b": 1459.5 }, "text": "18-21\"" }, { "id": "p12.6.4", "order": 11, "type": "text", "bbox": { "l": 2162.7, "t": 1435.2, "r": 2468.1, "b": 1398.3 }, "text": "Wire may be re-inserted if/when an obstruction (rock, root, debris) is encountered. 6.0\" min. visible mark on wire at depth" }, { "id": "p12.6.5", "order": 12, "type": "heading", "bbox": { "l": 2133.3, "t": 1346.1, "r": 2289.9, "b": 1330.2 }, "text": "Handheld Soil Penetrometer Test", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.6.6", "order": 13, "type": "text", "bbox": { "l": 2136, "t": 1322.4, "r": 2498.1, "b": 1252.8 }, "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": "p12.7", "order": 14, "type": "figure", "bbox": { "l": 240.68, "t": 1200.2399, "r": 566, "b": 724.6799 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p12.8", "order": 15, "type": "figure", "bbox": { "l": 2132.4, "t": 912, "r": 2456.7, "b": 740.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p12.9", "order": 16, "type": "heading", "bbox": { "l": 1668.3, "t": 752.4, "r": 1916.1, "b": 726.9 }, "text": "DISTURBED AREA: 58,634 SF (1.34 ACRES)", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.10", "order": 17, "type": "text", "bbox": { "l": 2115.9, "t": 734.7, "r": 2495.4, "b": 684 }, "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": "p12.11", "order": 18, "type": "figure", "bbox": { "l": 1023.9, "t": 701.1, "r": 1589.7, "b": 471.9 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p12.12", "order": 19, "type": "text", "bbox": { "l": 1666.5, "t": 693, "r": 2105.4, "b": 629.4 }, "text": "THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR, IN ACCORDANCE WITH THE STATE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY" }, { "id": "p12.13", "order": 20, "type": "text", "bbox": { "l": 2114.7, "t": 675.9, "r": 2510.7, "b": 646.5 }, "text": "STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100' OF NATURAL STREAM" }, { "id": "p12.14", "order": 21, "type": "text", "bbox": { "l": 2152.8, "t": 638.7, "r": 2388.3, "b": 616.8 }, "text": "TOPSOIL STOCKPILE DETAIL" }, { "id": "p12.15", "order": 22, "type": "text", "bbox": { "l": 2229.9, "t": 620.1, "r": 2310.3, "b": 608.1 }, "text": "NOT TO SCALE" }, { "id": "p12.16", "order": 23, "type": "figure", "bbox": { "l": 2111.4, "t": 568.5, "r": 2485.2, "b": 471.6 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p12.16.1", "order": 24, "type": "text", "bbox": { "l": 2232.9, "t": 565.5, "r": 2371.2, "b": 547.2 }, "text": "GRAPHIC SCALE" }, { "id": "p12.16.2", "order": 25, "type": "text", "bbox": { "l": 2255.1, "t": 498, "r": 2344.8, "b": 473.7 }, "text": "(IN FEET)\n1 inch = 30 ft." } ] }, { "id": "p12.17", "order": 26, "type": "heading", "bbox": { "l": 1631.1, "t": 563.1, "r": 1761.3, "b": 547.8 }, "text": "Simplified Testing Methods", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.18", "order": 27, "type": "figure", "bbox": { "l": 69.6, "t": 550.5, "r": 1016.7, "b": 97.2 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p12.18.1", "order": 28, "type": "text", "bbox": { "l": 362.7, "t": 540.9, "r": 493.2, "b": 526.8 }, "text": "50' OR GREATER AS REQ'D" }, { "id": "p12.18.2", "order": 29, "type": "text", "bbox": { "l": 530.4, "t": 513, "r": 1004.1, "b": 463.5 }, "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.\nTire 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": "p12.18.3", "order": 30, "type": "text", "bbox": { "l": 529.2, "t": 408.6, "r": 987, "b": 371.4 }, "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": "p12.18.4", "order": 31, "type": "text", "bbox": { "l": 179.7, "t": 385.8, "r": 372.6, "b": 360.9 }, "text": "PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W." }, { "id": "p12.18.5", "order": 32, "type": "heading", "bbox": { "l": 735.9, "t": 362.4, "r": 795.9, "b": 349.2 }, "text": "Maintenance", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.18.6", "order": 33, "type": "heading", "bbox": { "l": 191.4, "t": 348.3, "r": 398.1, "b": 311.1 }, "text": "STABILIZED\nCONSTRUCTION ENTRANCE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.18.7", "order": 34, "type": "text", "bbox": { "l": 528.6, "t": 340.2, "r": 996.3, "b": 290.1 }, "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": "p12.18.8", "order": 35, "type": "text", "bbox": { "l": 258.6, "t": 315.3, "r": 320.1, "b": 301.8 }, "text": "NOT TO SCALE" }, { "id": "p12.18.9", "order": 36, "type": "text", "bbox": { "l": 526.8, "t": 281.4, "r": 1004.1, "b": 245.1 }, "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.\nSOILS TYPE: LAKEWOOD SAND 0 – 5% SLOPES" } ] }, { "id": "p12.19", "order": 37, "type": "heading", "bbox": { "l": 1651.8, "t": 537.3, "r": 1881, "b": 522 }, "text": "Probing Wire Test- 15.5 ga steel wire (survey flag)", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.20", "order": 38, "type": "figure", "bbox": { "l": 1649.1, "t": 517.2, "r": 2011.5, "b": 336.9 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p12.20.1", "order": 39, "type": "text", "bbox": { "l": 1651.8, "t": 507.6, "r": 1789.8, "b": 447.6 }, "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": "p12.20.2", "order": 40, "type": "text", "bbox": { "l": 1854, "t": 472.2, "r": 1996.5, "b": 410.1 }, "text": "Hold Wire here:\nWire must penetrate a minimum of 6\" without deformation." }, { "id": "p12.20.3", "order": 41, "type": "text", "bbox": { "l": 1698.9, "t": 375, "r": 1812.6, "b": 343.2 }, "text": "Wire may be re-inserted if/when an obstruction (rock, root, debris) is encountered." } ] }, { "id": "p12.21", "order": 42, "type": "heading", "bbox": { "l": 1083.9, "t": 472.8, "r": 1249.5, "b": 441 }, "text": "SILT FENCE DETAIL\nNOT TO SCALE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.22", "order": 43, "type": "heading", "bbox": { "l": 1142.1, "t": 424.5, "r": 1263.9, "b": 410.4 }, "text": "Requirements for silt fence:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.23", "order": 44, "type": "text", "bbox": { "l": 1170, "t": 400.8, "r": 1587.3, "b": 364.5 }, "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[p12.23.1] inches.", "children": [ { "id": "p12.23.1", "order": 45, "type": "text", "bbox": { "l": 1170, "t": 400.8, "r": 1587.3, "b": 364.5 }, "text": "11/2", "attrs": { "inline": true, "text_offset": 241, "text_span": 10, "bbox_estimated": true } } ] }, { "id": "p12.24", "order": 46, "type": "text", "bbox": { "l": 1142.4, "t": 355.8, "r": 1589.7, "b": 270.9 }, "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": "p12.25", "order": 47, "type": "figure", "bbox": { "l": 2063.1, "t": 308.4, "r": 2543.4, "b": 63.9 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p12.25.1", "order": 48, "type": "heading", "bbox": { "l": 2174.1, "t": 306, "r": 2427.9, "b": 289.8 }, "text": "REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.25.2", "order": 49, "type": "text", "bbox": { "l": 2110.5, "t": 297, "r": 2540.4, "b": 124.2 }, "text": "SOIL EROSION & SEDIMENT CONTROL PLAN\nPROPOSED HOUSE OF WORSHIP\n922 HYSON ROAD\nBLOCK 1204 LOT 34\nTOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: 922 HYSON LLC\n
640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH.(732) 351-2583 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300PROJECT NO. 23-091
SCALE 1" = 30'
" }, { "id": "p12.25.3", "order": 50, "type": "text", "bbox": { "l": 2090.1, "t": 177, "r": 2294.1, "b": 141 }, "text": "HALER CONSULTING\nPROFESSIONAL ENGINEERING SERVICES\n640 HERMAN ROAD, UNIT 1\nJACKSON, NEW JERSEY 08527\nH. (732) 351-2583 F. (732) 806-7439\nOFFICE@HALERCONSULTING.COM\nCOA 24GA28321300" } ] }, { "id": "p12.26", "order": 51, "type": "heading", "bbox": { "l": 1653.6, "t": 298.2, "r": 1809.9, "b": 281.7 }, "text": "Handheld Soil Penetrometer Test", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p12.27", "order": 52, "type": "figure", "bbox": { "l": 1650.6, "t": 274.8, "r": 2019.9, "b": 107.1 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p12.27.1", "order": 53, "type": "text", "bbox": { "l": 1659, "t": 271.2, "r": 2010.6, "b": 206.7 }, "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": "p12.27.2", "order": 54, "type": "text", "bbox": { "l": 1894.8, "t": 168.6, "r": 2015.1, "b": 141 }, "text": "6.0\" min. visible mark on shaft at depth" }, { "id": "p12.27.3", "order": 55, "type": "text", "bbox": { "l": 1719.3, "t": 164.7, "r": 1836.6, "b": 131.7 }, "text": "Penetrometer may be re-inserted if/when an obstruction (rock, root, debris) is encountered.\n6.0\" min. visible mark on wire at depth" }, { "id": "p12.27.4", "order": 56, "type": "text", "bbox": { "l": 1940.4, "t": 130.5, "r": 2009.7, "b": 112.5 }, "text": "Use correct size tip for soil type" } ] }, { "id": "p12.28", "order": 57, "type": "text", "bbox": { "l": 1138.5, "t": 263.7, "r": 1591.5, "b": 191.4 }, "text": "3. 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": "p12.29", "order": 58, "type": "text", "bbox": { "l": 53.1, "t": 165.9, "r": 487.2, "b": 81.9 }, "text": "NOTES:\n1. BAG MUST BE LOCATED AWAY FROM RECEIVING WATERS AND/OR CONSTRUCTION ACTIVITIES.\n2. BAGS MUST BE DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BAGS MAY NOT BE REUSED.\nDETAIL 14-4 SEDIMENT CONTROL BAG FOR DEWATERING\nWhere 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": "p12.30", "order": 59, "type": "text", "bbox": { "l": 2119.5, "t": 83.1, "r": 2451, "b": 56.7 }, "text": "ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488\n03-29-2024" }, { "id": "p12.31", "order": 60, "type": "footnote", "bbox": { "l": 1434.6, "t": 485.4, "r": 1568.1, "b": 465.9 }, "text": "OPTIONAL WIRE FENCE BEHIND FABRIC FOR \"SUPER\" SILT FENCE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p12.32", "order": 61, "type": "footer", "bbox": { "l": 240.6, "t": 81.9, "r": 297.3, "b": 71.7 }, "text": "NOT TO SCALE", "attrs": { "block_label": "number" } }, { "id": "p12.33", "order": 62, "type": "footer", "bbox": { "l": 2491.5, "t": 68.7, "r": 2527.5, "b": 54.3 }, "text": "C900", "attrs": { "block_label": "number" } } ], "excluded_furniture": { "first": [], "last": [] } }