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doc10658 19421.pdf
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211 item(s)
JSON
figure (5)
footer (2)
footnote (3)
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table (6)
table_cell (161)
text (21)
title (1)
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Page 1 JSON
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"text": "Utilities: NJ Natural Gas Co., P.O. Box 1464, Wall, NJ 07719\nJCP & L Co., 300 Madison Avenue, Morristown, NJ 07932\nMonmouth Cablevision Assoc., 1501 18th Ave, Wall Twp, NJ 07719\nVerizon New Jersey Inc., 777 Parkway Ave, Trenton, NJ 08618"
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"text": "1. OWNER:\nCHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM\n1231 ALDRICH ROAD\nJACKSON, NJ 08527\n2. APPLICANT:\nKEHILLA DBROOKWOOD IV\n5 TRENTON STREET\nJACKSON, NJ 08527\nPH. 848-210-4713\n3. THE PROPERTY IS KNOWN AS LOTS 2 &3 BLOCK 6002 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 60 AND CONSISTS OF 72,811 SF. OUTBOUND AND TOPOGRAPHIC INFORMATION DEPICTED HEREON TAKEN FROM A PLAN ENTITLED \"OUTBOUND & TOPOGRAPHIC SURVEY PREPARED FOR LOTS 1, 2 &3 BLOCK 6002 PREPARED BY CLEARPOINT SERVICES, LLC., DATED 02/21/2022.\n5. ZONE: R-15 RESIDENTIAL\n6. PROPOSED USE: PLACE OF WORSHIP; RESIDENCE\n7. RESIDENCE TO REMAIN.\n8. THE SITE WILL CONNECT TO PUBLIC SEWER AND WATER.\n9. THIS SET OF PLANS HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE \"ISSUED FOR CONSTRUCTION.\"\n10. EXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION, AND NOTIFY NJ ONECALL AS REQUIRED BY LAW. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVOID CONFLICTS.\n11. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:\n11.1. N.J. DEPARTMENT OF TRANSPORTATION \"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION\", AS CURRENTLY AMENDED.\n11.2. CURRENT, PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS.\n11.3. CURRENT, PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS.\n11.4. STANDARDS FOR SOIL SOIL EROSION AND SEDIMENT CONTROL.\n12. DIRECT ROOF LEADERS TO UNDERGROUND STORAGE.\n13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HERON AND/OR IF SUCH CONDITIONS, IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGN SHOWN HEREON INAPPROPRIATE OR INEFFECTIVE.\n14. CONTRACTOR SHALL COORDINATE ANY UTILITY POLE RELOCATIONS.\n15. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMITS, AGENCY REVIEW AND APPROVAL.\n16. COORDINATES, BEARINGS AND ELEVATIONS ARE BASED OFF AN ASSUMED DATUM."
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"row": 24,
"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p5.1.149",
"order": 150,
"type": "table_cell",
"bbox": {
"l": 504.86,
"t": 1030.4178809999999,
"r": 530.987115,
"b": 1022.870227
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"text": "2'-3' HT",
"attrs": {
"row": 24,
"col": 4,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p5.1.150",
"order": 151,
"type": "table_cell",
"bbox": {
"l": 602.48,
"t": 1206.697881,
"r": 690.557427,
"b": 1199.150227
},
"text": "DENSE,SYMMETRICAL",
"attrs": {
"row": 24,
"col": 5,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
}
},
{
"id": "p5.1.151",
"order": 152,
"type": "table_cell",
"bbox": {
"l": 703.4143,
"t": 892.2346,
"r": 809.1,
"b": 861.6
},
"text": "",
"attrs": {
"row": 24,
"col": 6,
"rowspan": 1,
"colspan": 1
}
}
]
},
{
"id": "p5.2",
"order": 153,
"type": "table",
"bbox": {
"l": 816,
"t": 1656.3,
"r": 1252.8,
"b": 1408.2
},
"text": "",
"attrs": {
"block_label": "table",
"n_rows": 15,
"n_cols": 4,
"integrity": {
"skipped": "no_text_layer"
}
},
"children": [
{
"id": "p5.2.1",
"order": 154,
"type": "table_cell",
"bbox": {
"l": 816,
"t": 1656.3,
"r": 925.2,
"b": 1639.76
},
"text": "No. OF TREES",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"column_header": true,
"header_source": "heuristic"
}
},
{
"id": "p5.2.2",
"order": 155,
"type": "table_cell",
"bbox": {
"l": 925.2,
"t": 1656.3,
"r": 1252.8,
"b": 1639.76
},
"text": "SIZE/DIAMETER",
"attrs": {
"row": 0,
"col": 1,
"rowspan": 1,
"colspan": 3,
"column_header": true,
"header_source": "heuristic"
}
},
{
"id": "p5.2.3",
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"type": "table_cell",
"bbox": {
"l": 816,
"t": 1639.76,
"r": 925.2,
"b": 1623.22
},
"text": "TO BE REMOVED",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.4",
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"type": "table_cell",
"bbox": {
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},
"text": "OF REPLACEMENT",
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}
},
{
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},
"text": "35",
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"colspan": 1
}
},
{
"id": "p5.2.6",
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"type": "table_cell",
"bbox": {
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"r": 1143.6,
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},
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"col": 1,
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"colspan": 2
}
},
{
"id": "p5.2.7",
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},
"text": "35",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.8",
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"type": "table_cell",
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"b": 1590.14
},
"text": "29",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.9",
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"type": "table_cell",
"bbox": {
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"t": 1606.68,
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"b": 1590.14
},
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"row": 3,
"col": 1,
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"colspan": 2
}
},
{
"id": "p5.2.10",
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"type": "table_cell",
"bbox": {
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"r": 1252.8,
"b": 1590.14
},
"text": "58",
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"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.11",
"order": 164,
"type": "table_cell",
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"r": 925.2,
"b": 1573.6
},
"text": "10",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.12",
"order": 165,
"type": "table_cell",
"bbox": {
"l": 925.2,
"t": 1590.14,
"r": 1143.6,
"b": 1573.6
},
"text": "GREATER THAN 16 UP TO 23",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p5.2.13",
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"type": "table_cell",
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},
"text": "20",
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"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.14",
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"type": "table_cell",
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"b": 1557.06
},
"text": "11",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.15",
"order": 168,
"type": "table_cell",
"bbox": {
"l": 925.2,
"t": 1573.6,
"r": 1143.6,
"b": 1557.06
},
"text": "GREATER THAN 23 UP TO 30",
"attrs": {
"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p5.2.16",
"order": 169,
"type": "table_cell",
"bbox": {
"l": 1143.6,
"t": 1573.6,
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"b": 1557.06
},
"text": "44",
"attrs": {
"row": 5,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.17",
"order": 170,
"type": "table_cell",
"bbox": {
"l": 816,
"t": 1557.06,
"r": 925.2,
"b": 1540.52
},
"text": "08",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.18",
"order": 171,
"type": "table_cell",
"bbox": {
"l": 925.2,
"t": 1557.06,
"r": 1143.6,
"b": 1540.52
},
"text": "GREATER THAN 30",
"attrs": {
"row": 6,
"col": 1,
"rowspan": 1,
"colspan": 2
}
},
{
"id": "p5.2.19",
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"l": 1143.6,
"t": 1557.06,
"r": 1252.8,
"b": 1540.52
},
"text": "40",
"attrs": {
"row": 6,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.20",
"order": 173,
"type": "table_cell",
"bbox": {
"l": 816,
"t": 1540.52,
"r": 1252.8,
"b": 1523.98
},
"text": "No. OF REPLACEMENT TREES REQUIRED 197",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 4
}
},
{
"id": "p5.2.21",
"order": 174,
"type": "table_cell",
"bbox": {
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"t": 1523.98,
"r": 1252.8,
"b": 1507.44
},
"text": "TREES TO BE PLANTED (NOT INCLUDING 07 STREET TREES) 80",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 4
}
},
{
"id": "p5.2.22",
"order": 175,
"type": "table_cell",
"bbox": {
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"t": 1507.44,
"r": 1252.8,
"b": 1490.9
},
"text": "NET TREE REPLACEMENT 117",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 4
}
},
{
"id": "p5.2.23",
"order": 176,
"type": "table_cell",
"bbox": {
"l": 816,
"t": 1490.9,
"r": 1252.8,
"b": 1474.36
},
"text": "TREE REPLACEMENT COST (PER 405-9,D) 240 PER TREE X 57 =1,425",
"attrs": {
"row": 10,
"col": 0,
"rowspan": 1,
"colspan": 4
}
},
{
"id": "p5.2.24",
"order": 177,
"type": "table_cell",
"bbox": {
"l": 816,
"t": 1474.36,
"r": 1143.6,
"b": 1457.82
},
"text": "PROPOSED SHRUBS 20 X 183 =3,660",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 3
}
},
{
"id": "p5.2.25",
"order": 178,
"type": "table_cell",
"bbox": {
"l": 1143.6,
"t": 1474.36,
"r": 1252.8,
"b": 1457.82
},
"text": "LEGEND",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.2.26",
"order": 179,
"type": "table_cell",
"bbox": {
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"t": 1457.82,
"r": 1143.6,
"b": 1441.28
},
"text": "FUND CONTRIBUTION",
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"col": 0,
"rowspan": 1,
"colspan": 3
}
},
{
"id": "p5.2.27",
"order": 180,
"type": "table_cell",
"bbox": {
"l": 1143.6,
"t": 1457.82,
"r": 1252.8,
"b": 1408.2
},
"text": "MULCH BED LINE",
"attrs": {
"row": 12,
"col": 1,
"rowspan": 3,
"colspan": 1
}
},
{
"id": "p5.2.28",
"order": 181,
"type": "table_cell",
"bbox": {
"l": 816,
"t": 1441.28,
"r": 1143.6,
"b": 1424.74
},
"text": "2500/1.672 ACRE =1,495.21",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 3
}
},
{
"id": "p5.2.29",
"order": 182,
"type": "table_cell",
"bbox": {
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"t": 1424.74,
"r": 1143.6,
"b": 1408.2
},
"text": "1,495.21-(80 X $240=-17,704.79)",
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"col": 0,
"rowspan": 1,
"colspan": 3
}
}
]
},
{
"id": "p5.3",
"order": 183,
"type": "heading",
"bbox": {
"l": 1311.6,
"t": 1655.1,
"r": 1504.5,
"b": 1637.7
},
"text": "TREE REMOVAL NOTES:",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p5.4",
"order": 184,
"type": "text",
"bbox": {
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"t": 1624.2,
"r": 1648.5,
"b": 1339.2
},
"text": "1. THE CONTRACTOR MUST PROVIDE WRITTEN NOTICE TO THE JACKSON TOWNSHIP FORESTER A MINIM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF TREE REMOVAL OPERATIONS.\n2. ALL TREES OUTSIDE EXEMPT AREA TO BE REMOVED UNLESS NOTED ON PLAN.\n3. NUMBER OF TREES 6\" DBH AND LARGER TO BE REMOVED IS 93. 197 TREES REQUIRED.\n4. 4 FOOT HIGH VINYL SNOW FENCE TO BE PLACED AT LIMIT OF CLEARING PRIOR TO COMMENCEMENT TREE REMOVAL OPERATIONS.\nTHE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING VEGETATION, EITHER STANDING OR FALLEN, AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH.\nALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT.\nNO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. ALL REGRADED AREAS AND ALL LAWN AREAS SHALL BE COVERED BY FIVE INCH MINIMUM THICKNESS OF TOPSOIL.\nA MAINTENANCE GUARANTEE SHALL BE FURNISHED BY THE DEVELOPER PRIOR TO THE RELEASE OF THE PERFORMANCE GUARANTEE. THE MAINTENANCE GUARANTEE SHALL BE TO THE EFFECT THAT THE APPLICANT, DEVELOPER, OWNER OR USER GUARANTEES THE COMPLETE MAINTENANCE OF ALL IMPROVEMENTS FOR A PERIOD OF TWO YEARS FROM THE RELEASE OF HIS PERFORMANCE GUARANTY."
},
{
"id": "p5.5",
"order": 185,
"type": "caption",
"bbox": {
"l": 1125.6,
"t": 1316.1,
"r": 1214.4,
"b": 1301.4
},
"text": "BASIN SEED MIX",
"attrs": {
"block_label": "figure_title"
}
},
{
"id": "p5.6",
"order": 186,
"type": "table",
"bbox": {
"l": 819.9,
"t": 1293.9,
"r": 1489.8,
"b": 1156.2
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"text": "",
"attrs": {
"block_label": "table",
"n_rows": 10,
"n_cols": 3,
"integrity": {
"skipped": "no_text_layer"
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},
"children": [
{
"id": "p5.6.1",
"order": 187,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1293.9,
"r": 1043.2,
"b": 1280.13
},
"text": "BOTANICAL NAME",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1,
"column_header": true,
"header_source": "heuristic"
}
},
{
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"order": 188,
"type": "table_cell",
"bbox": {
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"text": "COMMON NAME",
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"col": 1,
"rowspan": 1,
"colspan": 2,
"column_header": true,
"header_source": "heuristic"
}
},
{
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"order": 189,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1280.13,
"r": 1043.2,
"b": 1266.36
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"text": "20% PANICUM VIRGATUM, \"HABITAT\"-NJ ECOTYPE",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.4",
"order": 190,
"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1280.13,
"r": 1266.5,
"b": 1266.36
},
"text": "SWITCHGRASS, \"HABITAT\"-NJ ECOTYPE",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.5",
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"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1280.13,
"r": 1489.8,
"b": 1266.36
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"text": "15 lb/acre",
"attrs": {
"row": 1,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
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"order": 192,
"type": "table_cell",
"bbox": {
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},
"text": "20% PANICUM AMARUM, ATLANTIC-VA ECOTYPE",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.7",
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"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1266.36,
"r": 1266.5,
"b": 1252.59
},
"text": "COASTAL PANICGRASS, ATLANTIC-VA ECOTYPE",
"attrs": {
"row": 2,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.8",
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"type": "table_cell",
"bbox": {
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"t": 1266.36,
"r": 1489.8,
"b": 1252.59
},
"text": "15 lb/acre",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.9",
"order": 195,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1252.59,
"r": 1043.2,
"b": 1238.82
},
"text": "20% SORGHASTRUM NUTANS, NEW ENGLAND 2 ECOTYPE",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.10",
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"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1252.59,
"r": 1266.5,
"b": 1238.82
},
"text": "INDIANGRASS, NEW ENGLAND 2 ECOTYPE",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.11",
"order": 197,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1252.59,
"r": 1489.8,
"b": 1238.82
},
"text": "20 lb/acre",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.12",
"order": 198,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1238.82,
"r": 1043.2,
"b": 1225.05
},
"text": "20% ELYMUS CANADENSIS",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.13",
"order": 199,
"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1238.82,
"r": 1266.5,
"b": 1225.05
},
"text": "CANADA WILDRYE",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.14",
"order": 200,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1238.82,
"r": 1489.8,
"b": 1225.05
},
"text": "20 lb/acre",
"attrs": {
"row": 4,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.15",
"order": 201,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1225.05,
"r": 1043.2,
"b": 1211.28
},
"text": "10% AGROSTIS HYEMALIS, PIEDMONT NC ECOTYPE",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.16",
"order": 202,
"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1225.05,
"r": 1266.5,
"b": 1211.28
},
"text": "WINTER BENTGRASS, PIEDMONT NC ECOTYPE",
"attrs": {
"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.17",
"order": 203,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1225.05,
"r": 1489.8,
"b": 1211.28
},
"text": "20 lb/acre",
"attrs": {
"row": 5,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.18",
"order": 204,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1211.28,
"r": 1043.2,
"b": 1197.51
},
"text": "8.00% LTHYRUS SYLVESTRYS",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.19",
"order": 205,
"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1211.28,
"r": 1266.5,
"b": 1197.51
},
"text": "FLAT PEA",
"attrs": {
"row": 6,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.20",
"order": 206,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1211.28,
"r": 1489.8,
"b": 1197.51
},
"text": "20 lb/acre",
"attrs": {
"row": 6,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.21",
"order": 207,
"type": "table_cell",
"bbox": {
"l": 819.9,
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"b": 1183.74
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"text": "1.00% JUNCUS EFFUSUS",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.22",
"order": 208,
"type": "table_cell",
"bbox": {
"l": 1043.2,
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"r": 1266.5,
"b": 1183.74
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"text": "SOFT RUSH",
"attrs": {
"row": 7,
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"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.23",
"order": 209,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1197.51,
"r": 1489.8,
"b": 1183.74
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"text": "20 lb/acre",
"attrs": {
"row": 7,
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"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.24",
"order": 210,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1183.74,
"r": 1043.2,
"b": 1169.97
},
"text": "1.00% JUNCUS TENUIS, PA ECOTYPE",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.25",
"order": 211,
"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1183.74,
"r": 1266.5,
"b": 1169.97
},
"text": "PATH RUSH, PA ECOTYPE",
"attrs": {
"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.26",
"order": 212,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1183.74,
"r": 1489.8,
"b": 1169.97
},
"text": "20 lb/acre",
"attrs": {
"row": 8,
"col": 2,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.27",
"order": 213,
"type": "table_cell",
"bbox": {
"l": 819.9,
"t": 1169.97,
"r": 1043.2,
"b": 1156.2
},
"text": "100.00%",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.28",
"order": 214,
"type": "table_cell",
"bbox": {
"l": 1043.2,
"t": 1169.97,
"r": 1266.5,
"b": 1156.2
},
"text": "",
"attrs": {
"row": 9,
"col": 1,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.6.29",
"order": 215,
"type": "table_cell",
"bbox": {
"l": 1266.5,
"t": 1169.97,
"r": 1489.8,
"b": 1156.2
},
"text": "",
"attrs": {
"row": 9,
"col": 2,
"rowspan": 1,
"colspan": 1
}
}
]
},
{
"id": "p5.7",
"order": 216,
"type": "table",
"bbox": {
"l": 1692.3,
"t": 1645.5,
"r": 2066.1,
"b": 1394.1
},
"text": "",
"attrs": {
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"n_cols": 1,
"integrity": {
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},
"children": [
{
"id": "p5.7.1",
"order": 217,
"type": "table_cell",
"bbox": {
"l": 1692.3,
"t": 1645.5,
"r": 2066.1,
"b": 1603.6
},
"text": "NOTE:EXISTING VEGETATION WILL BE PROVIDED AS MAY BE DIRECTED BY THE INSPECTING ENGINEER SHOULD THE PRESERVATION OF EXISTING VEGETATION BE INADEQUATE TO PROVIDE PROPER SCREENING.",
"attrs": {
"row": 0,
"col": 0,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p5.7.2",
"order": 218,
"type": "table_cell",
"bbox": {
"l": 1692.3,
"t": 1603.6,
"r": 2066.1,
"b": 1561.7
},
"text": "NOTE:ALL PLANT MATERIAL MUST CONFORM TO THE STANDARDS OF THE AMERICAN NURSERYMAN'S ASSOCIATION.",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 1
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},
{
"id": "p5.7.3",
"order": 219,
"type": "table_cell",
"bbox": {
"l": 1692.3,
"t": 1561.7,
"r": 2066.1,
"b": 1519.8
},
"text": "NOTE:ALL SHADES TREES, ORNAMENTAL TREES AND EVERGREEN TREES SHOULD BE INSTALLED A MINIMUM OF TEN (10) FEET FROM ALL UTILITIES.",
"attrs": {
"row": 2,
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},
{
"id": "p5.7.4",
"order": 220,
"type": "table_cell",
"bbox": {
"l": 1692.3,
"t": 1519.8,
"r": 2066.1,
"b": 1477.9
},
"text": "NOTE:IRRIGATION WILL BE DESIGNED BY A NJDEP—CERTIFIED IRRIGATION CONTRACTOR.",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
"id": "p5.7.5",
"order": 221,
"type": "table_cell",
"bbox": {
"l": 1692.3,
"t": 1477.9,
"r": 2066.1,
"b": 1436
},
"text": "NOTE:SUPPLEMENTAL SCREEN PLANTINGS WILL BE PROVIDED, AS MAY BE DIRECTED BY INSPECTING ENGINEER, SHOULD THE PRESERVATION OF EXISTING VEGETATION NOT BE ADEQUATE TO PROVIDING PROPER SCREENING.",
"attrs": {
"row": 4,
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"colspan": 1
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},
{
"id": "p5.7.6",
"order": 222,
"type": "table_cell",
"bbox": {
"l": 1692.3,
"t": 1436,
"r": 2066.1,
"b": 1394.1
},
"text": "NOTE:TREE REMOVAL PERMIT SHALL BE SECURED PRIOR TO ANY SITE DISTURBANCE.",
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"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1
}
}
]
},
{
"id": "p5.8",
"order": 223,
"type": "figure",
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"text": "",
"attrs": {
"block_label": "image",
"embedded_text": "3\nD8\nNA 28 JV 1 NS\nN (53439.45 S.F. (COMBINED AREA\nLOT 3 1.227 ACRES) 72811.14 S.F.\nLOT 2-A (TM) 1.672 ACRES)\n(FM)\n5'\n1 NS\n6'\nBUFFER 10' 5 WJ\n5 AZ\n5 SW\n3 GS 1 CC\n5' 5 GS 9 MO\n6' 1 CC 35' RYSB\nSTABILIZED BASIN SLOPES C\n1 NS 6' 5' WITH SEED MIX AS C C\nSPECIFIED 10'\nA LOT 2\n(TM) SYSB\nA\n6 WJ 1 CC\n3 PM\n3 PM (16649.64 S.F. 5 AZ\n0.382 ACRES)\nSYSB\n10' 1 CC 1 CC\n16 SG\n2 NS\nCO\n#BT3034JK\nB\nB\n2 SO\n5 LH 5 LH\nELEC\nG\n14 DF\nGM\n1 NS 1 CC 1 CC\n5 LH LAWN AREA\n3 PM\nB B\nLIMIT OF MULCH BED 17 BB\n8 LH\n5 PA 30' FYSB\n1 RM 4 HJ\n1 CF 6 HJ\n1 CF\nA\n10 AZ PROPOSED LOT 2.01\n65,073.92 S.F.\n19 TG 1 CF 1 CF\n5 PM 3 PM 3 PM\n13 GV 10 SG 1 CF 10 GV #211378A477 13 SG\nMB\n5 PM\nSEEDED LAWN AREA\n3 SO 1 SO"
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},
{
"id": "p5.9",
"order": 224,
"type": "heading",
"bbox": {
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"r": 2265,
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"text": "GENERAL NOTES:",
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"level": 3
},
{
"id": "p5.10",
"order": 225,
"type": "heading",
"bbox": {
"l": 2201.7,
"t": 1554,
"r": 2472.3,
"b": 1542
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"text": "A. THIS PLAN TO BE USED ONLY FOR THE PURPOSES OF LANDSCAPING.",
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"level": 3
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{
"id": "p5.11",
"order": 226,
"type": "list",
"bbox": {
"l": 2205,
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"b": 1416.6
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"text": "",
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"children": [
{
"id": "p5.11.1",
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"type": "list_item",
"bbox": {
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"text": "CONTRACTOR SHALL EXAMINE DRAWINGS AND REQUEST A MARKOUT OF FIELD CONDITIONS FOR SPECIFIC LOCATIONS OF UTILITIES, STRUCTURES, ETC. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY, IN REFERENCE TO DISCREPANCIES OR LOCATION CONFLICTS. WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT IS REQUIRED FOR ANY SUBSTANTIVE CHANGE.",
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{
"id": "p5.11.2",
"order": 228,
"type": "list_item",
"bbox": {
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"text": "ALL PLANT RELOCATIONS SHALL BE SUBMITTED TO THE TOWNSHIP ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.",
"marker": "C."
},
{
"id": "p5.11.3",
"order": 229,
"type": "list_item",
"bbox": {
"l": 2209.2,
"t": 1447.8,
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"text": "IN THE EVENT THAT PLANT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANTING SCHEDULE, THE PLAN SHALL SUPERSEDE.",
"marker": "D."
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]
},
{
"id": "p5.12",
"order": 230,
"type": "text",
"bbox": {
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"text": "ALL PLANTING MATERIALS AND METHODS SHALL MEET OR EXCEED THE THE REQUIREMENTS OF THE MUNICIPAL ORDINANCES OF JACKSON TOWNSHIP AND ANSI Z-60.1 (CURRENT VERSION), THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). IN THE EVENT OF CONFLICT BETWEEN A.A.N. AND MUNICIPAL STANDARDS, THE MUNICIPAL REQUIREMENTS SHALL SUPERSEDE."
},
{
"id": "p5.13",
"order": 231,
"type": "heading",
"bbox": {
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"text": "ALL LANDSCAPING SHALL BE PLANTED SO AS TO NOT INTERFERE",
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{
"id": "p5.14",
"order": 232,
"type": "text",
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"text": "WITH UTILITY LINES, SIGHT TRIANGLES, UNDERGROUND UTILITIES OR PUBLIC WALKWAYS OR OTHER EXISTING OR PROPOSED STRUCTURES. ALL PLANT MATERIAL PROPOSED WITHIN THE REQUIRED SIGHT DISTANCES OR SIGHT TRIANGLES ARE SELECTED SO AS TO NOT EXCEED A MATURE GREATER THAN 30\" ABOVE THE ELEVATION OF THE ADJACENT ROADWAY. STREET TREES AND SHADE TREES PLANTED NEAR PEDESTRIAN OR VEHICULAR ACCESSES, OR WITHIN REQUIRED SIGHT DISTANCES OR SIGHT TRIANGLE EASEMENTS SHALL NOT BE BRANCHED ANY LOWER THAN 8'-0\" ABOVE GRADE, AND MUST BE APPROPRIATELY PRUNED. NO WOODY PLANTS, EXCEPT GROUNDCOVERS, ARE TO HAVE THEIR CENTERS CLOSER THAN 36\" TO THE BACK OF THE CURB."
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{
"id": "p5.15",
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"type": "list",
"bbox": {
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"b": 967.2
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"text": "",
"attrs": {
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"children": [
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"id": "p5.15.1",
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"text": "PLANT MATERIAL:",
"marker": "2."
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{
"id": "p5.15.2",
"order": 235,
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"bbox": {
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"text": "NO PLANT SUBSTITUTION SHALL BE ALLOWED WITH REGARD TO SIZE, SPECIES, NAMED VARIETY OR CULTIVAR, WITHOUT PRIOR PERMISSION IN WRITING FROM THE LANDSCAPE ARCHITECT AND THE APPROVING AUTHORITY.",
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{
"id": "p5.15.3",
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"bbox": {
"l": 2204.7,
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"text": "ALL PLANTS SHALL BE DUG, PACKED, TRANSPORTED AND HANDLED WITH THE UTMOST CARE TO ENSURE ADEQUATE PROTECTION FROM INJURY DESICCATION.",
"marker": "B."
},
{
"id": "p5.15.4",
"order": 237,
"type": "list_item",
"bbox": {
"l": 2202.9,
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"text": "ALL PLANTS SHALL BE FREE FROM DISEASE AND INFESTATION, AND ALL LEGALLY REQUIRED AGRICULTURAL CERTIFICATIONS.",
"marker": "C."
},
{
"id": "p5.15.5",
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"bbox": {
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"text": "ALL PLANTS SHALL BE PRUNED TO ENHANCE VIGOR PRIOR TO, OR UPON INSTALLATION, WHILE RETAINING NATURAL GROWTH HABIT OF THE PLANTS. THE CENTRAL LEADER SHALL NOT BE CUT: PLANT PROVIDED IN THIS CONDITION SHALL NOT BE ACCEPTED. DAMAGED, BROKEN OR CONFLICTING BRANCHES SHALL BE PRUNED CLEANLY, FLUSH WITH THE MAIN TRUNK OR BRANCH.",
"marker": "D."
},
{
"id": "p5.15.6",
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"bbox": {
"l": 2204.4,
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"text": "ALL PLANTS SHALL BE NURSERY-GROWN AND TAGGED WITH A DURABLE LABEL INDICATING THE GENUS, SPECIES AND SPECIFIED VARIETY OR CULTIVAR.",
"marker": "E."
},
{
"id": "p5.15.7",
"order": 240,
"type": "list_item",
"bbox": {
"l": 2182.5,
"t": 979.2,
"r": 2234.1,
"b": 967.2
},
"text": "PLANTING:",
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}
]
},
{
"id": "p5.16",
"order": 241,
"type": "text",
"bbox": {
"l": 2215.5,
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"r": 2473.2,
"b": 936.9
},
"text": "SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING."
},
{
"id": "p5.17",
"order": 242,
"type": "text",
"bbox": {
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},
"text": "BACKFILL MATERIAL FOR PLANTING PITS SHALL BE COMPOSED OF NATIVE OR IMPORTED NATURAL TOPSOIL, WITH AMENDMENTS AS REQUIRED TO MEET CURRENT NJDOT STANDARD SPECIFICATIONS, SECTION 909.10. SOIL SHALL CONTAIN NO ACIDIC MARL, NOR ANY LARGE STONES, LARGE STICKS, NOR ANY OTHER OBJECTIONABLE MATERIALS."
},
{
"id": "p5.18",
"order": 243,
"type": "list",
"bbox": {
"l": 2200.8,
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"b": 629.4
},
"text": "",
"attrs": {
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"children": [
{
"id": "p5.18.1",
"order": 244,
"type": "list_item",
"bbox": {
"l": 2200.8,
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"text": "PLANTS SHALL BE SET TO ULTIMATE FINISHED GRADE SO THAT THEY WILL BE LEFT IN THE RELATIONSHIP TO THE SURROUNDING GROUND AS THEY HAD, PRIOR TO BEING DUG. IF EVIDENCE OF SATURATED SOILS IS ENCOUNTERED DURING EXCAVATION OF THE PLANTING PITS, UPON DIRECTION BY THE LANDSCAPE ARCHITECT, PLANTS SHALL BE SET SO THAT THEIR BASE OF THE ROOT BALL IS ABOVE FULLY SATURATED SOIL OR STANDING WATER, WITH TOPSOIL AND MULCH GENTLY MOUNDED TO AVOID EXCESSIVE DRYING AT THE SURFACE. UNDER NO CIRCUMSTANCES SHALL PLANTINGS AT RELATIVELY DRY LOCATIONS BE PERFORMED IN A MOUNDED MANNER. IF, AND WHERE DEWATERING HAS OCCURRED, PROPER ELEVATION COMPENSATION MUST BE MADE.",
"marker": "C."
},
{
"id": "p5.18.2",
"order": 245,
"type": "list_item",
"bbox": {
"l": 2202,
"t": 756.6,
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},
"text": "THE CORD BINDING THE BALL OF ALL BALLED AND BURLAPPED (B&B) PLANTS SHALL BE CUT AND REMOVED, AND BURLAP ON THE UPPER 1/3 OF THE ROOT BALL SHALL BE REMOVED. PLANTS WITH SYNTHETIC NON- DEGRADABLE ROOT BALL WRAPS SHALL NOT BE ACCEPTABLE. WIRE BASKETS, IF AND WHERE USED, SHALL BE COMPLETELY REMOVED PRIOR TO BACKFILLING THE PLANTING PIT",
"marker": "D."
},
{
"id": "p5.18.3",
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"type": "list_item",
"bbox": {
"l": 2205.6,
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"text": "ALL PROPOSED TREES SHALL BE SET IN BEDS MULCHED TO THE LIMIT OF THEIR PLANTING PITS. EXCEPT AS NOTED, ALL OTHER TYPES OF PLANTINGS SHALL BE SET IN CONTINUOUS, MASSED PLANTING BEDS, RATHER THAN ISOLATED INDIVIDUALS. ALL TREE AND SHRUB BEDS SHALL RECEIVE A 3\" THICK APPLICATION OF A SHREDDED HARDWOOD MULCH, FREE FROM ANY OBJECTIONABLE OR FOREIGN MATERIALS.",
"marker": "E."
}
]
},
{
"id": "p5.19",
"order": 247,
"type": "text",
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"text": "THE MULCH AT THE OUTER PERIMETER OF PLANTING PITS AND BEDS SHALL BE PREPARED SO THAT A 2\" HIGH RIM TO RETAIN MOISTURE IS CONSTRUCTED. THE THICKNESS OF THE MULCH SHALL BE FEATHERED WITHIN 12\" OF THE STEMS OR TRUNK, SO THAT THERE NO MORE THAN 1\" THICKNESS OF MULCH. NO MULCH SHALL BE IN DIRECT PHYSICAL CONTACT WITH THE PLANTS' BRANCHING OR TRUNKS."
},
{
"id": "p5.20",
"order": 248,
"type": "heading",
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"b": 547.8
},
"text": "MAINTENANCE",
"attrs": {
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"level": 3
},
{
"id": "p5.21",
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"text": "ALL PLANTINGS SHALL BE WATERED AS NECESSARY FOR SOUND HORTICULTURAL PRACTICE DURING THE FIRST GROWING SEASON, TO ENSURE THEIR PROPER ESTABLISHMENT.",
"marker": "A."
},
{
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"text": "IN GENERAL SHRUBS ARE TO BE PLANTED AT INTERVALS WHICH WILL ALLOW THEM TO FULLY DEVELOP INTO CONTINUOUS MASSES OF THE INDIVIDUAL SPECIES. THEREFORE, NO PRUNING TO SHAPE, OR SHEARING IS REQUIRED OR DESIRABLE. WHERE DEAD OR CONFLICTING BRANCHING DEVELOPS, IT SHOULD BE PRUNED OUT.",
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},
{
"id": "p5.21.3",
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"bbox": {
"l": 2202.6,
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},
"text": "STAKING, GUYING, AND TREE WRAPPING, IF AND WHERE USED, SHALL BE REMOVED AFTER THE FIRST GROWING SEASON, TO ENSURE UNENCUMBERED GROWTH.",
"marker": "C."
}
]
},
{
"id": "p5.22",
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"type": "table",
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"l": 2063.4,
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"row": 7,
"col": 0,
"coverage": 0.5,
"text": "PRELIMINARY & FINAL MAJOR SITE PLAN1231 ALDRICH ROADBLOCK 6…"
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}
},
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Page 6
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315 · HEADING
316 · TABLE
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386 · FOOTER
Page 7 JSON
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"text": "480 ⁶",
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{
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"bbox": {
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"text": "SPD Separate surge protection ^{{12}}",
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{
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{
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},
{
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},
{
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"type": "table_cell",
"bbox": {
"l": 2007,
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"r": 2098.0909,
"b": 943.8321
},
"text": "Accessories",
"attrs": {
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}
},
{
"id": "p7.52.103",
"order": 300,
"type": "table_cell",
"bbox": {
"l": 2098.0909,
"t": 961.0714,
"r": 2508,
"b": 943.8321
},
"text": "NOTES",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 9
}
},
{
"id": "p7.52.104",
"order": 301,
"type": "table_cell",
"bbox": {
"l": 2007,
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"text": "Ordered and shipped separately.",
"attrs": {
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},
{
"id": "p7.52.105",
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"type": "table_cell",
"bbox": {
"l": 2098.0909,
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"text": "1 20C 1000 is not available with PIR, PIRH, PIKIFLCV or FINIFLCV.",
"attrs": {
"row": 17,
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"rowspan": 1,
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{
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}
},
{
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"bbox": {
"l": 2098.0909,
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},
"text": "3 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 only available with 20C, 700mA or 1000mA. Not available with PIR or PIPL.",
"attrs": {
"row": 19,
"col": 0,
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},
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"bbox": {
"l": 2098.0909,
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"row": 20,
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},
{
"id": "p7.52.110",
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"bbox": {
"l": 2098.0909,
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},
"text": "6 Photocontrol (PE) requires 120, 208, 240^○",
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"colspan": 9
}
},
{
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"bbox": {
"l": 2098.0909,
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"text": "7 Reference Motion Sensor table on page 3.",
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},
{
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"bbox": {
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},
"text": "8 Same as old ELCW. Cold weather (-20C) rated. Not compatible with conduit.",
"attrs": {
"row": 23,
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},
{
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{
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"text": "11 Also available as a separate accessory; see Accessories information.",
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},
{
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"attrs": {
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"level": 3
},
{
"id": "p7.54",
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{
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"text": "4 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH.",
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"text": "6 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH).",
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{
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{
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"text": "8 Same as old ELCW. Cold weather (-20C) rated. Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with fusing. Not available with 347 or 480 voltage options. Emergency components located in back box housing. Emergency mode IES files located on product page at www.lithonia.com",
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{
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{
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"text": "10 Not available with E20WC.",
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"colspan": 1
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"text": "11 Also available as a separate accessory; see Accessories information.",
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{
"id": "p7.55.16",
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"text": "12 Not available with E20WC.",
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},
{
"id": "p7.56",
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{
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"text": "INTENDED USE\nThe energy savings to",
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"text": "The energy savings, long life and easy-to-install design of the D-Series Wall Size 1 make it the smart choice for building-mounted doorway and pathway illumination for nearly any facility."
},
{
"id": "p7.59",
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"text": "Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65)."
},
{
"id": "p7.61",
"order": 338,
"type": "heading",
"bbox": {
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"t": 641.7,
"r": 2038.2,
"b": 634.2
},
"text": "FINISH",
"attrs": {
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{
"id": "p7.62",
"order": 339,
"type": "text",
"bbox": {
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"t": 635.4,
"r": 2245.5,
"b": 603
},
"text": "Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non-textured finishes."
},
{
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"order": 340,
"type": "text",
"bbox": {
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"t": 598.5,
"r": 2248.8,
"b": 577.2
},
"text": "Precision-molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (70 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 min. CRI) configurations."
},
{
"id": "p7.64",
"order": 341,
"type": "heading",
"bbox": {
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"t": 577.8,
"r": 2046,
"b": 568.5
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"text": "ELECTRICAL",
"attrs": {
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"id": "p7.65",
"order": 342,
"type": "text",
"bbox": {
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"b": 534.6
},
"text": "Light engine(s) consist of 10 high-efficacy LEDs mounted to a metal-core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at [p7.78.2]C). Class 1 electronic drivers have a power factor >90%, THD <20%, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2).",
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"text": "WNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV",
"attrs": {
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"embedded_text": "CONCRETE\nREV. - 10-18-2024 REVISED FOR SCD COMMENTS\nREV. - 8-06-2024 REVISED FOR SCD COMMENTS\nSOIL EROSION & SEDIMENT CONTROL\nPRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nTHE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION"
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"text": "PARTY RESPONSIBLE FOR PERMANENT SOIL EROSION AND SEDIMENT CONTROL MEASURES ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN DURING AND AFTER CONSTRUCTION:\nOWNER (S): CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM, PROJECT OWNER(S) ADDRESS: 1231 ALDRICH ROAD, JACKSON, NJ 08527.\nHYDROLOGIC SOIL GROUP: A LAKEWOOD SAND"
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"type": "text",
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"text": "GRAPHIC SCALE"
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"type": "text",
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"text": "PROJECT AREA: 73,354 SF (1.68 ACRE)"
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"text": "DISTURBED AREA: 73,354 SF (1.68 ACRE)"
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"text": "(IN FEET)\ninch = 20 ft."
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"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\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MAT TISTANU NUSSDAUM / KERILLA DBROUKWOOD TV"
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"text": "OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD\n\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV"
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"text": "PROJECT NO."
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"embedded_text": "SCALE\n1\" = 20'\nDATE\nERIC HALPERT\nSHEET NO.\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488\n8 of 19"
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Page 9
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1 · HEADING
2 · HEADING
3 · HEADING
4 · TEXT
5 · TEXT
6 · TEXT
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8 · TEXT
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Page 9 JSON
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"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."
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"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."
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"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."
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"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."
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"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.",
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"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.",
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"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."
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"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.",
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"b": 1343.1
},
"text": "Compaction Testing Methods",
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{
"id": "p9.19",
"order": 34,
"type": "text",
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"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",
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"t": 1343.4,
"r": 1342.5,
"b": 1218.3
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"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",
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"text": "",
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"children": [
{
"id": "p9.21.1",
"order": 37,
"type": "list_item",
"bbox": {
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"t": 1321.2,
"r": 791.1,
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"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": {
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},
"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": {
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"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",
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"id": "p9.23",
"order": 41,
"type": "text",
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"t": 1204.2,
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"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",
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"b": 1139.1
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"text": "",
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"bbox": {
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"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,
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"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."
}
]
},
{
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"order": 45,
"type": "heading",
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"b": 1132.5
},
"text": "Procedures for Soil Compaction Mitigation",
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"id": "p9.26",
"order": 46,
"type": "text",
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"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 &)",
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},
"level": 3
},
{
"id": "p9.28",
"order": 48,
"type": "text",
"bbox": {
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"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",
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},
"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": {
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"t": 1090.8,
"r": 1770.3,
"b": 910.5
},
"text": "",
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}
},
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"id": "p9.31",
"order": 51,
"type": "heading",
"bbox": {
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"t": 1087.2,
"r": 1341,
"b": 1072.8
},
"text": "Restoration of compacted soils shall be through deep scarification/tillage (6\" minimum",
"attrs": {
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},
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},
{
"id": "p9.32",
"order": 52,
"type": "figure",
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"t": 1085.4,
"r": 2024.4,
"b": 922.2
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"text": "",
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},
{
"id": "p9.33",
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"type": "text",
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"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",
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"t": 1058.4,
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"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",
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"t": 1038.3,
"r": 1428.3,
"b": 879
},
"text": "",
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"embedded_text": "SILT FENCE\nDOWN GR ADE"
}
},
{
"id": "p9.36",
"order": 56,
"type": "text",
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"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",
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"r": 2540.2397,
"b": 819.12
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{
"id": "p9.38",
"order": 58,
"type": "heading",
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"t": 1001.4,
"r": 192.9,
"b": 987.6
},
"text": "Topsoiling Notes",
"attrs": {
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},
"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": {
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"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": {
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"t": 957,
"r": 634.8,
"b": 891
},
"text": "",
"attrs": {
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},
"children": [
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"id": "p9.41.1",
"order": 62,
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"bbox": {
"l": 83.7,
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"r": 634.8,
"b": 924
},
"text": "A uniform application to an average depth of 5\" (minimum 4\") firmed in place is required.",
"marker": "2.",
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}
},
{
"id": "p9.41.2",
"order": 63,
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"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.",
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}
}
]
},
{
"id": "p9.42",
"order": 64,
"type": "figure",
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"r": 2055.6799,
"b": 672.1799
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{
"id": "p9.43",
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"type": "heading",
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"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",
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"t": 886.2,
"r": 219.6,
"b": 872.4
},
"text": "CONSTRUCTION SCHEDULE:",
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"level": 3
},
{
"id": "p9.45",
"order": 67,
"type": "text",
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"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",
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"t": 858.9,
"r": 960,
"b": 659.4
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"text": "",
"attrs": {
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"children": [
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"id": "p9.46.1",
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"text": "The Ocean County Soil Conservation District shall be notified in writing forty-eight (48) hours in advance of any land disturbance.",
"marker": "1.",
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}
},
{
"id": "p9.46.2",
"order": 70,
"type": "list_item",
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"text": "Tree protection fence installation",
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}
},
{
"id": "p9.46.3",
"order": 71,
"type": "list_item",
"bbox": {
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"t": 822.63,
"r": 960,
"b": 804.49
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"text": "Installation of temporary Soil Erosion and Sediment Control measures must be installed at the initiation of land disturbance activities.",
"marker": "3.",
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}
},
{
"id": "p9.46.4",
"order": 72,
"type": "list_item",
"bbox": {
"l": 64.8,
"t": 804.49,
"r": 960,
"b": 786.35
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"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,
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"t": 786.35,
"r": 960,
"b": 768.22
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"text": "Begin building addition and parking lot",
"marker": "5.",
"attrs": {
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}
},
{
"id": "p9.46.6",
"order": 74,
"type": "list_item",
"bbox": {
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"b": 750.08
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"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.",
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}
},
{
"id": "p9.46.7",
"order": 75,
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"text": "Topsoil (5\" minimum depth) and final grading of lot.",
"marker": "7.",
"attrs": {
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}
},
{
"id": "p9.46.8",
"order": 76,
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"text": "Permanent stabilization of all disturbed areas",
"marker": "8.",
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}
},
{
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"text": "Remove temporary soil erosion and sediment control measures",
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}
},
{
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"text": "Tree protection fencing removal",
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"attrs": {
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},
{
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"text": "Obtain final report of compliance. All work must be completed and permanently stabilized before reporting 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 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 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"text": "Requirements for silt fence:",
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"type": "text",
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"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.",
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"text": "TOPSOIL STOCKPILE DETAIL",
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"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."
},
{
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"type": "text",
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"text": "NOT TO SCALE"
},
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"text": "STANDARD FOR DEWATERING",
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"type": "heading",
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"text": "Definition",
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"text": "The removal and discharge of sediment-laden water from an excavated area, construction site or sediment basin."
},
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"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."
},
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"text": "Purpose"
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"text": "STANDARD FOR STORM SEWER INLET PROTECTION",
"attrs": {
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{
"id": "p9.60",
"order": 94,
"type": "text",
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"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",
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"type": "text",
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"text": "Definition"
},
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"id": "p9.62",
"order": 96,
"type": "text",
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"text": "A temporary barrier and settling facility installed at a storm sewer inlet."
},
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"type": "heading",
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"text": "Purpose",
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"level": 3
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"type": "text",
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"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."
},
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"embedded_text": "sediment into the storm sewer system."
},
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"text": "ConditionsWherePracticeApplies"
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"text": "1. Contributing drainage area is 3 acres or less."
},
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"type": "text",
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"text": "2. A storm sewer or the outlet channel of a storm sewer needs protection from sediment."
},
{
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"text": "3. Traffic will not destroy or cause constant maintenance of the storm sewer inlet protection."
},
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"text": "4. A traffic hazard will not be created."
},
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"text": "5. A flooding problem will not be created."
}
]
},
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"text": "Water Quality Enhancement",
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"type": "text",
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"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."
},
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"text": "DesignCriteria",
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"type": "text",
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"text": "The following applies to all methods of storm sewer inlet protection"
},
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"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."
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"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",
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"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.",
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"text": "Other methods that accomplish the purpose of storm sewer inlet protection may be used if approved by the Soil Conservation District."
},
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"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."
},
{
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"text": "1/2\" TO 3/4\" CRUSHED STONE TO BE USED AS FILTER"
}
]
},
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"text": "1/2\" TO 3/4\" CRUSHED STONE\nTO BE USED AS FILTER\nINLET PROTECTION DETAIL\nNOT TO SCALE"
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"order": 121,
"type": "text",
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"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."
},
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"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.",
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"text": "Repair or replace barrier (fabric, posts, bales etc.) when damaged."
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"text": "Barriers shall be inspected daily for signs of deterioration and sediment removal."
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"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."
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"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."
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"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.",
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"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.",
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"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.",
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"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.",
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"text": "FILTERED WATER FLOW",
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"text": "DETAIL 14-4 SEDIMENT CONTROL BAG FOR DEWATERING\nNOT TO SCALE"
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"text": "STABILIZED\nCONSTRUCTION ENTRANCE",
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"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."
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"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."
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"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."
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"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."
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"type": "heading",
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"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."
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"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."
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"text": "REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE",
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"text": "REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS",
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"text": "WOODEN ENCLOSURE\n2\" X 4\" TREATED LUMBER\nWITH 1\" DIA. HOLES DRILLE\nEVERY 6\" ALONG BOARD",
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"text": "WOODEN ENCLOSURE\n2\" X 4\" TREATED LUMBER\nWITH 1\" DIA. HOLES DRILLED\nEVERY 6\" ALONG BOARD",
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"b": 1533.3
},
"text": "A preventive maintenance program anticipates requirements and accomplishes work when it can be done with least effort and expense to insure adequate vegetative cover."
},
{
"id": "p10.3.2",
"order": 5,
"type": "list_item",
"bbox": {
"l": 117,
"t": 1527,
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"b": 1492.8
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"text": "Maintenance should occur on a regular basis, consistent with favorable plant growth, soil, and climatic conditions. This involves regular seasonal work for mowing, fertilizing, liming, watering, pruning, fire control, weed and pest control, reseeding, and timely repairs."
},
{
"id": "p10.3.3",
"order": 6,
"type": "list_item",
"bbox": {
"l": 119.7,
"t": 1488,
"r": 515.4,
"b": 1474.8
},
"text": "The degree of preventive maintenance needed depends upon the type of vegetation and its proposed function or use."
},
{
"id": "p10.3.4",
"order": 7,
"type": "list_item",
"bbox": {
"l": 114.3,
"t": 1466.7,
"r": 523.2,
"b": 1357.8
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"text": "Mowing is a recurring practice and its intensity depends upon the function of the ground cover. On high to moderate (A to B) maintenance areas, such as lawns, certain recreation fields, and picnic areas, mowing will be frequent (2 to 7 day intervals) and typically at a height of 2.5 to 3 inches. Return clippings from mowing (mulching mower) to the turf to reduce the amount of fertilizer needed to maintain the turf by as much as 50%. Some turf mixtures can be managed as naturalized stands requiring only one (cool season mixtures) or two (warm season mixtures) mowing per year. Mowing of naturalized areas is typically done at heights no less than 4 inches and should not be done between April 1st and July 15th to avoid disturbing ground nesting birds. The large amount of clipping debris generated by mowing naturalized areas will need to be removed and/or dispersed so the vegetation is not smothered. Burning of naturalized areas is another procedure used to manage naturalized turfs. Low maintenance (D) areas may be left unmowed to permit natural succession. See pg. 4-11 footnote #4, Maintenance Levels A, B, C and D in the Standard for Permanent Vegetative Cover, Table 4-3.",
"marker": "1."
},
{
"id": "p10.3.5",
"order": 8,
"type": "list_item",
"bbox": {
"l": 117.6,
"t": 1350.6,
"r": 520.5,
"b": 1326
},
"text": "Incorporation of organic matter (for example, mature compost) into the soil will substantially reduce the need for fertilizer and irrigation inputs.",
"marker": "2."
},
{
"id": "p10.3.6",
"order": 9,
"type": "list_item",
"bbox": {
"l": 115.8,
"t": 1320,
"r": 521.1,
"b": 1287.6
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"text": "Fertilizer and lime should be applied as needed to maintain a dense stand of desirable species. Frequently mowed areas and those on sandy soils will require more frequent fertilization but at lower nutrient rates per application.",
"marker": "3."
},
{
"id": "p10.3.7",
"order": 10,
"type": "list_item",
"bbox": {
"l": 114.9,
"t": 1266.3,
"r": 518.4,
"b": 1232.7
},
"text": "Lime requirement should be determined by soil testing every 2 or 3 years. Fertilization may increase the need for liming. Contact the local county extension office for details on soil testing and fertilization and pest control recommendations online at http://njaes.rutgers.edu/county/.",
"marker": "4."
},
{
"id": "p10.3.8",
"order": 11,
"type": "list_item",
"bbox": {
"l": 114.6,
"t": 1227,
"r": 519,
"b": 1193.4
},
"text": "5 Fertilization and additions of other soil amendments are not recommended for managing native vegetation such as in the Pinelands National Reserve. See the Standard for Permanent Vegetative Stabilization for specific requirements in the PNR."
}
]
},
{
"id": "p10.4",
"order": 12,
"type": "list",
"bbox": {
"l": 114,
"t": 1188,
"r": 520.2,
"b": 1075.2
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"text": "",
"attrs": {
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"children": [
{
"id": "p10.4.1",
"order": 13,
"type": "list_item",
"bbox": {
"l": 114,
"t": 1188,
"r": 520.2,
"b": 1126.5
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"text": "Weed invasion may result from abusive mowing and from inadequate fertilizing and liming. Many newly established grasses will not survive if mowed at heights below 2.5 inches and at intervals greater than 7 days. Brush invasion is a common consequence of lack of mowing. The amount of weeds or brush that can be tolerated in any vegetated area depends upon the intended use of the land. Drainage ways are subject to rapid infestation by weed and woody plants. These should be controlled, since they often reduce drainage way efficiency. Control of weeds or brush is accomplished by using herbicides or mechanical methods.",
"marker": "6."
},
{
"id": "p10.4.2",
"order": 14,
"type": "list_item",
"bbox": {
"l": 116.1,
"t": 1119.9,
"r": 518.7,
"b": 1105.5
},
"text": "Fire hazard is greater where dry vegetation has accumulated. The taller the vegetation, the greater the hazard.",
"marker": "7."
},
{
"id": "p10.4.3",
"order": 15,
"type": "list_item",
"bbox": {
"l": 115.5,
"t": 1100.4,
"r": 517.2,
"b": 1075.2
},
"text": "Prune trees and shrubs to remove dead or damaged branches. Remove undesirable or invasive plants to maintain integrity of the landscape and enhance quality of permanent vegetative cover.",
"marker": "8."
}
]
},
{
"id": "p10.5",
"order": 16,
"type": "heading",
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"t": 936.9,
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"b": 915
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"text": "STANDARD FOR STABILIZATION WITH MULCH ONLY",
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"level": 3
},
{
"id": "p10.6",
"order": 17,
"type": "heading",
"bbox": {
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"t": 905.7,
"r": 206.7,
"b": 891.3
},
"text": "Methods and Materials",
"attrs": {
"block_label": "paragraph_title"
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"level": 3
},
{
"id": "p10.7",
"order": 18,
"type": "heading",
"bbox": {
"l": 117,
"t": 887.1,
"r": 197.7,
"b": 873
},
"text": "1. Site Preparation",
"attrs": {
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"level": 3
},
{
"id": "p10.8",
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"type": "list",
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"t": 867,
"r": 519.9,
"b": 409.5
},
"text": "",
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"item_count": 13
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"children": [
{
"id": "p10.8.1",
"order": 20,
"type": "list_item",
"bbox": {
"l": 129.3,
"t": 867,
"r": 519.9,
"b": 833.7
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"text": "Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading.",
"marker": "A."
},
{
"id": "p10.8.2",
"order": 21,
"type": "list_item",
"bbox": {
"l": 129.3,
"t": 826.8,
"r": 518.1,
"b": 805.8
},
"text": "Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42.",
"marker": "B."
},
{
"id": "p10.8.3",
"order": 22,
"type": "list_item",
"bbox": {
"l": 118.8,
"t": 798.6,
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"b": 786.6
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"text": "Protective Materials",
"marker": "2.",
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"block_label": "paragraph_title"
}
},
{
"id": "p10.8.4",
"order": 23,
"type": "list_item",
"bbox": {
"l": 134.4,
"t": 780,
"r": 518.7,
"b": 729
},
"text": "Unrotted small-grain straw, at 2.0 to 2.5 tons per acre, is spread uniformly at 90 to 115 pounds per 1,000 square feet and anchored with a mulch anchoring tool, liquid mulch binders, or netting tie down. Other suitable materials may be used if approved by the Soil Conservation District. The approved rates above have been met when the mulch covers the ground completely upon visual inspection, i.e. the soil cannot be seen below the mulch.",
"marker": "A."
},
{
"id": "p10.8.5",
"order": 24,
"type": "list_item",
"bbox": {
"l": 134.4,
"t": 722.4,
"r": 518.7,
"b": 699.6
},
"text": "Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer.",
"marker": "C."
},
{
"id": "p10.8.6",
"order": 25,
"type": "list_item",
"bbox": {
"l": 134.4,
"t": 692.7,
"r": 519.3,
"b": 670.2
},
"text": "Wood-fiber or paper-fiber mulch at the rate of 1,500 pounds per acre (or according to the manufacturer's requirements) may be applied by a hydroseeder.",
"marker": "D."
},
{
"id": "p10.8.7",
"order": 26,
"type": "list_item",
"bbox": {
"l": 134.7,
"t": 665.4,
"r": 417,
"b": 652.2
},
"text": "Mulch netting, such as paper jute, excelsior, cotton, or plastic, may be used.",
"marker": "E."
},
{
"id": "p10.8.8",
"order": 27,
"type": "list_item",
"bbox": {
"l": 134.7,
"t": 645.9,
"r": 517.8,
"b": 622.2
},
"text": "Woodchips applied uniformly to a minimum depth of 2 inches may be used. Woodchips will not be used on areas where flowing water could wash them into an inlet and plug it.",
"marker": "F."
},
{
"id": "p10.8.9",
"order": 28,
"type": "list_item",
"bbox": {
"l": 134.7,
"t": 595.8,
"r": 516,
"b": 572.7
},
"text": "Gravel, crushed stone, or slag at the rate of 9 cubic yards per 1,000 sq. ft. applied uniformly to a minimum depth of 3 inches may be used. Size 2 or 3 (ASTM C-33) is recommended.",
"marker": "G."
},
{
"id": "p10.8.10",
"order": 29,
"type": "list_item",
"bbox": {
"l": 113.7,
"t": 565.8,
"r": 518.1,
"b": 533.4
},
"text": "Mulch Anchoring - should be accomplished immediately after placement of hay or straw mulch to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area and steepness of slopes.",
"marker": "3."
},
{
"id": "p10.8.11",
"order": 30,
"type": "list_item",
"bbox": {
"l": 131.7,
"t": 527.4,
"r": 518.4,
"b": 485.4
},
"text": "Peg and Twine - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more round turns.",
"marker": "A."
},
{
"id": "p10.8.12",
"order": 31,
"type": "list_item",
"bbox": {
"l": 133.5,
"t": 480,
"r": 518.7,
"b": 457.8
},
"text": "Mulch Nettings - Staple paper, cotton, or plastic nettings over mulch. Use degradable netting in areas to be mowed. Netting is usually available in rolls 4 feet wide and up to 300 feet long.",
"marker": "B."
},
{
"id": "p10.8.13",
"order": 32,
"type": "list_item",
"bbox": {
"l": 132,
"t": 451.5,
"r": 519.3,
"b": 409.5
},
"text": "Crimper Mulch Anchoring Coulter Tool - A tractor-drawn implement especially designed to punch and anchor mulch into the soil surface. This practice affords maximum erosion control, but its use is limited to those slopes upon which the tractor can operate safely. Soil penetration should be about 3 to 4 inches. On sloping land, the operation should be on the contour.",
"marker": "C."
}
]
},
{
"id": "p10.9",
"order": 33,
"type": "heading",
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"l": 133.2,
"t": 403.2,
"r": 237.3,
"b": 390.9
},
"text": "D. Liquid Mulch-Binders",
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},
"level": 3
},
{
"id": "p10.10",
"order": 34,
"type": "text",
"bbox": {
"l": 159,
"t": 384,
"r": 516.6,
"b": 361.2
},
"text": "Applications should be heavier at edges where wind catches the mulch, in valleys, and at crests of banks. Remainder of area should be uniform in appearance."
},
{
"id": "p10.11",
"order": 35,
"type": "heading",
"bbox": {
"l": 147.9,
"t": 354.3,
"r": 276,
"b": 342.9
},
"text": "2. Use one of the following:",
"attrs": {
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},
"level": 3
},
{
"id": "p10.12",
"order": 36,
"type": "list",
"bbox": {
"l": 174,
"t": 336.3,
"r": 519.3,
"b": 226.2
},
"text": "",
"attrs": {
"item_count": 2
},
"children": [
{
"id": "p10.12.1",
"order": 37,
"type": "list_item",
"bbox": {
"l": 178.2,
"t": 336.3,
"r": 516.6,
"b": 274.8
},
"text": "Organic and Vegetable Based Binders - Naturally occurring, powder based, hydrophilic materials that mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phyto-toxic effect or impede growth of turfgrass. Vegetable based gels shall be applied at rates and weather conditions recommended by the manufacturer.",
"marker": "a."
},
{
"id": "p10.12.2",
"order": 38,
"type": "list_item",
"bbox": {
"l": 174,
"t": 267.3,
"r": 519.3,
"b": 226.2
},
"text": "Synthetic Binders - High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied at rates and weather conditions recommended by the manufacturer and remain tacky until germination of grass.",
"marker": "b."
}
]
},
{
"id": "p10.13",
"order": 39,
"type": "heading",
"bbox": {
"l": 880.2,
"t": 1596.9,
"r": 965.4,
"b": 1583.1
},
"text": "Methods and Materials",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p10.14",
"order": 40,
"type": "list",
"bbox": {
"l": 747,
"t": 1557.9,
"r": 1124.7,
"b": 1445.7
},
"text": "",
"attrs": {
"item_count": 2
},
"children": [
{
"id": "p10.14.1",
"order": 41,
"type": "list_item",
"bbox": {
"l": 750.9,
"t": 1557.9,
"r": 1124.7,
"b": 1503.9
},
"text": "Topsoil should be friable, l[p10.20.1.1]oamy, f[p10.20.1.2]ree of debris, objectionable weeds and stones, and contain no toxic substance or adverse chemical or physical condition that may be harmful to plant growth. Soluble salts should not be excessive (conductivity less than 0.5 millimphos per centimeter. More than 0.5 millimphos may desiccate seedlings and adversely impact growth). Imported topsoil shall have a minimum organic matter content of 2.75 percent. Organic matter content may be raised by additives.",
"marker": "A.",
"children": [
{
"id": "p10.14.1.1",
"order": 42,
"type": "text",
"bbox": {
"l": 750.9,
"t": 1557.9,
"r": 1124.7,
"b": 1503.9
},
"text": "¹",
"attrs": {
"inline": true,
"text_offset": 28,
"text_span": 12,
"bbox_estimated": true
}
},
{
"id": "p10.14.1.2",
"order": 43,
"type": "text",
"bbox": {
"l": 750.9,
"t": 1557.9,
"r": 1124.7,
"b": 1503.9
},
"text": "²",
"attrs": {
"inline": true,
"text_offset": 47,
"text_span": 12,
"bbox_estimated": true
}
}
]
},
{
"id": "p10.14.2",
"order": 44,
"type": "list_item",
"bbox": {
"l": 747,
"t": 1497.3,
"r": 1124.7,
"b": 1445.7
},
"text": "Topsoil substitute is a soil material which may have been amended with sand, silt, clay, organic matter, fertilizer or lime and has the appearance of topsoil. Topsoil substitutes may be utilized on sites with insufficient topsoil for establishing permanent vegetation. All topsoil substitute materials shall meet the requirements of topsoil noted above. Soil tests shall be performed to determine the components of sand, silt, clay, organic matter, soluble salts and pH level.",
"marker": "B."
}
]
},
{
"id": "p10.15",
"order": 45,
"type": "heading",
"bbox": {
"l": 721.5,
"t": 1438.8,
"r": 849.6,
"b": 1425.3
},
"text": "2. Stripping and Stockpiling",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p10.16",
"order": 46,
"type": "list",
"bbox": {
"l": 750,
"t": 1419,
"r": 1123.2,
"b": 1347.6
},
"text": "",
"attrs": {
"item_count": 3
},
"children": [
{
"id": "p10.16.1",
"order": 47,
"type": "list_item",
"bbox": {
"l": 751.8,
"t": 1419,
"r": 1123.2,
"b": 1395.3
},
"text": "Field exploration should be made to determine whether quantity and/or quality of surface soil justifies stripping.",
"marker": "A."
},
{
"id": "p10.16.2",
"order": 48,
"type": "list_item",
"bbox": {
"l": 750.9,
"t": 1390.5,
"r": 1004.7,
"b": 1377.9
},
"text": "Stripping shall be confined to the immediate construction area.",
"marker": "B."
},
{
"id": "p10.16.3",
"order": 49,
"type": "list_item",
"bbox": {
"l": 750,
"t": 1370.1,
"r": 1122.3,
"b": 1347.6
},
"text": "Where feasible, lime may be applied before stripping at a rate determined by soil tests to bring the soil pH to approximately 6.5.",
"marker": "C."
}
]
},
{
"id": "p10.17",
"order": 50,
"type": "heading",
"bbox": {
"l": 766.8,
"t": 1320.9,
"r": 976.8,
"b": 1310.1
},
"text": "[p10.23.1]Friable means easily crumbles in the fingers, as defined in most soils texts.",
"attrs": {
"block_label": "paragraph_title"
},
"children": [
{
"id": "p10.17.1",
"order": 51,
"type": "text",
"bbox": {
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"t": 1320.9,
"r": 976.8,
"b": 1310.1
},
"text": "¹",
"attrs": {
"inline": true,
"text_offset": 0,
"text_span": 10,
"bbox_estimated": true
}
}
],
"level": 3
},
{
"id": "p10.18",
"order": 52,
"type": "text",
"bbox": {
"l": 765.6,
"t": 1311.3,
"r": 1119.9,
"b": 1282.8
},
"text": "[p10.24.1]Loamy means texture groups consisting of coarse loamy sands, sandy loam, fine and very fine sandy loam, loam, silt loam, clay loam, sandy clay loam and silty clay loam textures and having less than 35% coarse fragments (particles less than 2mm in size) as defined in the Glossary of Soil Science Terms, 1996, Soil Science Society of America.",
"children": [
{
"id": "p10.18.1",
"order": 53,
"type": "text",
"bbox": {
"l": 765.6,
"t": 1311.3,
"r": 1119.9,
"b": 1282.8
},
"text": "²",
"attrs": {
"inline": true,
"text_offset": 0,
"text_span": 10,
"bbox_estimated": true
}
}
]
},
{
"id": "p10.19",
"order": 54,
"type": "list",
"bbox": {
"l": 751.8,
"t": 1266.9,
"r": 1129.5,
"b": 1185.9
},
"text": "",
"attrs": {
"item_count": 3
},
"children": [
{
"id": "p10.19.1",
"order": 55,
"type": "list_item",
"bbox": {
"l": 756,
"t": 1266.9,
"r": 1078.5,
"b": 1254.9
},
"text": "A 4-6 inch stripping depth is common, but may vary depending on the particular soil.",
"marker": "D."
},
{
"id": "p10.19.2",
"order": 56,
"type": "list_item",
"bbox": {
"l": 753.3,
"t": 1248,
"r": 1126.5,
"b": 1224.6
},
"text": "Stockpiles of topsoil should be situated so as not to obstruct natural drainage or cause off-site environmental damage.",
"marker": "E."
},
{
"id": "p10.19.3",
"order": 57,
"type": "list_item",
"bbox": {
"l": 751.8,
"t": 1218.6,
"r": 1129.5,
"b": 1185.9
},
"text": "Stockpiles should be vegetated in accordance with standards previously described herein; see standards for Permanent (pg. 4-1) or Temporary (pg. 7-1) Vegetative Cover for Soil Stabilization. Weeds should not be allowed to grow on stockpiles.",
"marker": "F."
}
]
},
{
"id": "p10.20",
"order": 58,
"type": "heading",
"bbox": {
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"t": 1178.7,
"r": 821.4,
"b": 1167.3
},
"text": "Site Preparation",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p10.21",
"order": 59,
"type": "text",
"bbox": {
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"r": 1128.3,
"b": 1125.6
},
"text": "A. Grade at the onset of the optimal seeding period so as to minimize the duration and area of exposure of disturbed soil to erosion. Immediately proceed to establish vegetative cover in accordance with the specified seed mixture. Time is of the essence"
},
{
"id": "p10.22",
"order": 60,
"type": "text",
"bbox": {
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"t": 1119.6,
"r": 1126.2,
"b": 1087.5
},
"text": "B. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application and anchoring, and maintenance.\nSee the Standard for Land Grading, pg. 19-1."
},
{
"id": "p10.23",
"order": 61,
"type": "list",
"bbox": {
"l": 727.5,
"t": 1079.7,
"r": 1128.3,
"b": 792.3
},
"text": "",
"attrs": {
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},
"children": [
{
"id": "p10.23.1",
"order": 62,
"type": "list_item",
"bbox": {
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"text": "As guidance for ideal conditions, subsoil should be tested for lime requirement. Limestone, if needed, should be applied to bring soil to a pH of approximately 6.5 and incorporated into the soil as nearly as practical to a depth of 4 inches.",
"marker": "C."
},
{
"id": "p10.23.2",
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"type": "list_item",
"bbox": {
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"text": "Prior to topsoiling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 19-1.",
"marker": "D."
},
{
"id": "p10.23.3",
"order": 64,
"type": "list_item",
"bbox": {
"l": 750.3,
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"text": "Employ needed erosion control practices such as diversions, grade stabilization structures, channel stabilization measures, sedimentation basins, and waterways. See Standards 11 through 42.",
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},
{
"id": "p10.23.4",
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"bbox": {
"l": 727.5,
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"text": "Applying Topsoil",
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},
{
"id": "p10.23.5",
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"bbox": {
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"text": "Topsoil should be handled only when it is dry enough to work without damaging soil structure; i.e., less than field capacity (see glossary).",
"marker": "A."
},
{
"id": "p10.23.6",
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"type": "list_item",
"bbox": {
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"text": "A uniform application to an average depth of 5.0 inches, minimum of 4 inches, firmed in place is required. Alternative depths may be considered where special regulatory and/or industry design standards are appropriate such as on golf courses, sports fields, landfill capping, etc.. Soils with a pH of 4.0 or less or containing iron sulfide shall be covered with a minimum depth of 12 inches of soil having a pH of 5.0 or more, in accordance with the Standard for Management of High Acid Producing Soil (pg. 1-1).",
"marker": "B."
},
{
"id": "p10.23.7",
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"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 by the contractor to include some or all of the following: supplemental seeding, re-application of lime and fertilizers, and/or the addition of organic matter (i.e. compost) as a top dressing. Such additional measures shall be based on soil tests such as those offered by Rutgers Cooperative Extension Service or other approved laboratory facilities qualified to test soil samples for agronomic properties.",
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]
},
{
"id": "p10.24",
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"type": "title",
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"text": "STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION STANDARD FOR TEMPORARY VEGETATIVE COVER FOR",
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{
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"text": "SITE PREPARATION",
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"level": 3
},
{
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"text": "SITE FRER/",
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},
{
"id": "p10.27",
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"text": "Grade as needed and responsible to permit the use of conventional equipment for seeded preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standard for Land Grading.",
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{
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"text": "Immediately prior to seeding and topsoil application, the subsoil shall be evaluated for compaction in accordance with the Standard for Land Grading.",
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},
{
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"type": "list_item",
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"l": 1261.8,
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"text": "Topsoil should be handled only when it is dry enough to work without damaging the soil structure. A uniform application to a depth of 5 inches (unsettled) is required on all sites. Topsoil shall be amended with organic matter, as needed, in accordance with the Standard for Topsoiling.",
"marker": "C.",
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{
"id": "p10.27.4",
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"bbox": {
"l": 1261.8,
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"text": "Install needed erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, sediment basins, and waterways.",
"marker": "D.",
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},
{
"id": "p10.27.5",
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"text": "Uniformly apply ground limestone and fertilizer to topsoil which has been spread and firmed, according to soil test recommendations such as offered by Rutgers Co-operative Extension Soil sample mailers are available from the local Rutgers Cooperative Extension offices (http://njaes.rutgers.edu/county/). Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10–10–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise and incorporated into the surface 4 inches. If fertilizer is not incorporated, apply one-half the rate described above during seedbed preparation and repeat another one-half rate application of the same fertilizer within 3 to 5 weeks after seeding.",
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{
"id": "p10.27.6",
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"text": "Work lime and fertilizer into the topsoil as nearly as practical to a depth of 4 inches with a disc, spring-tooth harrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared.",
"marker": "B."
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{
"id": "p10.27.7",
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"l": 1279.2,
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"text": "High acid producing soil. Soils having a pH of 4 or less or containing iron sulfide shall be covered with a minimum of 12 inches of soil having a pH of 5 or more before initiating seedbed reparation.",
"marker": "C."
}
]
},
{
"id": "p10.28",
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"type": "heading",
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},
"text": "SEEDING",
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"level": 3
},
{
"id": "p10.29",
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"type": "text",
"bbox": {
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"text": "A. Select a mixture from Table 4–3 or use a mixture recommended by Rutgers Cooperative Extension or Natural Resources Conservation Service which is approved by the Soil Conservation District. Seed germination shall have been tested within 12 months of the planting date. No seed shall be accepted with a germination test date more than 12 months old unless retested."
},
{
"id": "p10.30",
"order": 82,
"type": "text",
"bbox": {
"l": 1315.2,
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"text": "A.1. Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in rates may be used when permanent vegetation is established prior to a report of compliance inspection. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative coverage with the specified seed mixture for the seeded area and mowed once."
},
{
"id": "p10.31",
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"type": "text",
"bbox": {
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"text": "A.2. Warm-season mixtures are grasses and legumes which maximize growth at high temperatures, generally [p10.37.2]F and above. See Table 4–3 mixtures 1 to 7. Planting rates for warm-season grasses shall be the amount of Pure Live Seed (PLS) as determined by germination testing results.",
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"label": "F and above. See Table 4–3 mixtures 1 to 7. Planting rates …",
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},
{
"id": "p10.32",
"order": 86,
"type": "heading",
"bbox": {
"l": 1921.8,
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"r": 2113.5,
"b": 1626
},
"text": "SOIL STABILIZATION",
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"level": 3
},
{
"id": "p10.33",
"order": 87,
"type": "heading",
"bbox": {
"l": 1922.1,
"t": 1623,
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"b": 1604.1
},
"text": "SITE PREPARATION",
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"level": 3
},
{
"id": "p10.34",
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"l": 1917,
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"b": 1548
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{
"id": "p10.34.1",
"order": 89,
"type": "list_item",
"bbox": {
"l": 1919.1,
"t": 1600.5,
"r": 2459.7,
"b": 1584
},
"text": "Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading, pg. 19–1.",
"marker": "A."
},
{
"id": "p10.34.2",
"order": 90,
"type": "list_item",
"bbox": {
"l": 1917,
"t": 1567.5,
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},
"text": "Immediately prior to seeding, the surface should be scarified 6\" to 12\" where there has been soil compaction. This practice is permissible only where there is no danger to underground utilities (cables, irrigation systems, etc.).",
"marker": "C."
}
]
},
{
"id": "p10.35",
"order": 91,
"type": "heading",
"bbox": {
"l": 1919.7,
"t": 1542,
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"b": 1523.4
},
"text": "SEEDBED PREPARATION",
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"level": 3
},
{
"id": "p10.36",
"order": 92,
"type": "list",
"bbox": {
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"b": 1346.7
},
"text": "",
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"children": [
{
"id": "p10.36.1",
"order": 93,
"type": "list_item",
"bbox": {
"l": 1907.1,
"t": 1516.2,
"r": 2428.5,
"b": 1448.4
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"text": "Apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Cooperative Extension offices. Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10–20–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise. Apply limestone at a rate to be determined via soil testing. Calcium carbonate is the equivalent and standard for measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grasses and legumes.",
"marker": "A."
},
{
"id": "p10.36.2",
"order": 94,
"type": "list_item",
"bbox": {
"l": 1902,
"t": 1441.8,
"r": 2424,
"b": 1411.2
},
"text": "Work lime and fertilizer into the soil as nearly as practical to a depth of 4 inches with a disc, springtooth harrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared.",
"marker": "B."
},
{
"id": "p10.36.3",
"order": 95,
"type": "list_item",
"bbox": {
"l": 1904.4,
"t": 1404.3,
"r": 2406,
"b": 1380.6
},
"text": "Inspect seedbed just before seeding. If traffic has left the soil compacted, the area must be retilled in accordance with the above.",
"marker": "C."
},
{
"id": "p10.36.4",
"order": 96,
"type": "list_item",
"bbox": {
"l": 1901.1,
"t": 1373.1,
"r": 2429.7,
"b": 1346.7
},
"text": "Soils high in sulfides or having a pH of 4 or less refer to Standard for Management of High Acid Producing Soils, pg. 1–1.",
"marker": "D."
}
]
},
{
"id": "p10.37",
"order": 97,
"type": "heading",
"bbox": {
"l": 1901.1,
"t": 1350.6,
"r": 1989.9,
"b": 1332.6
},
"text": "SEEDING",
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},
"level": 3
},
{
"id": "p10.38",
"order": 98,
"type": "heading",
"bbox": {
"l": 1900.8,
"t": 1326,
"r": 2120.7,
"b": 1315.5
},
"text": "A. Select seed from recommendations in Table 7–2.",
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"level": 3
},
{
"id": "p10.39",
"order": 99,
"type": "list",
"bbox": {
"l": 1899,
"t": 1317.6,
"r": 2438.7,
"b": 1211.7
},
"text": "",
"attrs": {
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{
"id": "p10.39.1",
"order": 100,
"type": "list_item",
"bbox": {
"l": 1899.6,
"t": 1317.6,
"r": 2437.2,
"b": 1289.7
},
"text": "Conventional Seeding. Apply seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipacker seeder. Except for drilled, hydroseeded or cultipacked seedings, seed shall be incorporated into the soil, to a depth of 1/4 to 1/2 inch, by raking or dragging. Depth of seed placement may be 1/4 inch deeper on coarse textured soil.",
"marker": "B."
},
{
"id": "p10.39.2",
"order": 101,
"type": "list_item",
"bbox": {
"l": 1900.8,
"t": 1290,
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"b": 1238.7
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"text": "Hydroseeding is a broadcast seeding method usually involving a truck or trailer mounted tank, with an agitation system and hydraulic pump for mixing seed, water and fertilizer and spraying the mix onto the prepared seedbed. Mulch shall not be included in the tank with seed. Short fibered mulch may be applied with a hydroseeder following seeding. (also see Section IV Mulching) Hydroseeding is not a preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. Poor seed to soil contact occurs reducing seed germination and growth. Hydroseeding may be used for areas too steep for conventional equipment to traverse or too obstructed with rocks, stumps, etc.",
"marker": "C."
},
{
"id": "p10.39.3",
"order": 102,
"type": "list_item",
"bbox": {
"l": 1899,
"t": 1238.4,
"r": 2433.6,
"b": 1211.7
},
"text": "After seeding, firming the soil with a corrugated roller will assure good seed-to-soil contact, restore capillarity, and improve seedling emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized.",
"marker": "D."
}
]
},
{
"id": "p10.40",
"order": 103,
"type": "list",
"bbox": {
"l": 1311.3,
"t": 1207.5,
"r": 1848.3,
"b": 1108.2
},
"text": "",
"attrs": {
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"children": [
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"id": "p10.40.1",
"order": 104,
"type": "list_item",
"bbox": {
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"r": 1843.8,
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"text": "A.3. Cool–season mixtures are grasses and legumes which maximize growth at temperatures below [p10.46.1.3]F. Many grasses become active at [p10.46.1.4]F. See Table 4–3, mixtures 8–20. Adjustment of planting rates to compensate for the amount of PLS is not required for cool season grasses.",
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"text": "85^{\\circ}",
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{
"id": "p10.40.1.4",
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"type": "text",
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"text": "65^{\\circ}",
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},
{
"id": "p10.40.2",
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"bbox": {
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"text": "Conventional Seeding is performed by applying seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipacker seeder. Except for drilled, hydroseeded or cultipacked seedings, seed shall be incorporated into the soil within 24 hours of seedbed preparation to a depth of 1/4 to 1/2 inch, by raking or dragging. Depth of seed placement may be 1/4 inch deeper on coarse-textured soil.",
"marker": "B."
},
{
"id": "p10.40.3",
"order": 110,
"type": "list_item",
"bbox": {
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"text": "After seeding, firming the soil with a corrugated roller will assure good seed-to-soil contact, restore capillarity, and improve seedling emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized.",
"marker": "C."
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]
},
{
"id": "p10.41",
"order": 111,
"type": "text",
"bbox": {
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"text": "sheet erosion will be minimized and water conservation on site will be maximized.\n\nHydroseeding is a broadcast seeding method usually involving a truck, or trailer-mounted tank, with an agitation system and hydraulic pump for mixing seed, water and fertilizer and spraying the mix onto the prepared seedbed. Mulch shall not be included in the tank with seed. Short-fibered mulch may be applied with a hydroseeder following seeding. (also see Section 4—Mulching below). Hydroseeding is not a preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. When poor seed to soil contact occurs, there is a reduced seed germination and growth."
},
{
"id": "p10.42",
"order": 112,
"type": "table",
"bbox": {
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"r": 2422.5,
"b": 1088.1
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"text": "",
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"bbox": {
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"b": 1195.56
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"text": "Plant Species",
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"rowspan": 1,
"colspan": 1,
"column_header": true,
"header_source": "heuristic"
}
},
{
"id": "p10.42.2",
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"type": "table_cell",
"bbox": {
"l": 2035.05,
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"r": 2164.2,
"b": 1195.56
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"text": "Seeding Rate (lbs/1000 sf)",
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"rowspan": 1,
"colspan": 1,
"column_header": true,
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},
{
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"text": "Optimum Seeding Date",
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},
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},
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},
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},
{
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{
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},
{
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{
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},
{
"id": "p10.42.14",
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},
{
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},
{
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"type": "table_cell",
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},
{
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"type": "table_cell",
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},
{
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{
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},
{
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},
{
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"type": "table_cell",
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},
{
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},
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},
{
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{
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},
{
"id": "p10.42.26",
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},
{
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},
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},
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"type": "table_cell",
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"text": "Warm Season Grasses",
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"row": 7,
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},
{
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},
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},
{
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},
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"type": "table_cell",
"bbox": {
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"text": "Pearl Millet",
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"row": 8,
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"rowspan": 1,
"colspan": 1
}
},
{
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"order": 146,
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},
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},
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},
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"type": "table_cell",
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"text": "Millet (German or Hungarian)",
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"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 1
}
},
{
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"text": "0.7",
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},
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"text": "5/1 - 9/1",
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},
{
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]
},
{
"id": "p10.43",
"order": 153,
"type": "text",
"bbox": {
"l": 2131.5,
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"r": 2349.3,
"b": 1046.7
},
"text": "SANDY SOILS REQUIRE TWICE THE DEPTH"
},
{
"id": "p10.44",
"order": 154,
"type": "heading",
"bbox": {
"l": 1250.1,
"t": 1039.2,
"r": 1367.1,
"b": 1020.3
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"text": "MULCHING",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p10.45",
"order": 155,
"type": "text",
"bbox": {
"l": 1241.1,
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"text": "Mulching is required on all seeding. Mulch will protect against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement."
},
{
"id": "p10.46",
"order": 156,
"type": "text",
"bbox": {
"l": 1260.6,
"t": 978.9,
"r": 1873.8,
"b": 925.8
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"text": "Straw or Hay. Unrotted small grain straw, hay free of seeds, to be applied at the rate of 1-1/2 to 2 tons per acre (70 to 90 pounds per 1,000 square feet), except that where a crimper is used instead of a liquid mulch-binder (tackifying or adhesive agent), the rate of application is 3 tons per acre. Mulch chopper-blowers must not grind the mulch. Hay mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed."
},
{
"id": "p10.47",
"order": 157,
"type": "text",
"bbox": {
"l": 1263.9,
"t": 923.4,
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"b": 891
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"text": "Application – Spread mulch uniformly by hand or mechanically so that at least 85% of the soil surface is covered. For uniform distribution of hand-spread mulch, divide area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section."
},
{
"id": "p10.48",
"order": 158,
"type": "text",
"bbox": {
"l": 1265.7,
"t": 890.1,
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"b": 874.8
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"text": "Anchoring shall be accomplished immediately after placement to minimize loss by wind or water. This may be done by one of the following methods depending upon the size of the area, steenness of slopes and costs"
},
{
"id": "p10.49",
"order": 159,
"type": "text",
"bbox": {
"l": 1269.9,
"t": 867.9,
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"b": 836.7
},
"text": "Peg and Twine. Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more round"
},
{
"id": "p10.50",
"order": 160,
"type": "text",
"bbox": {
"l": 1244.7,
"t": 825.3,
"r": 1854,
"b": 807
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"text": "Mulch Nettings - Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed."
},
{
"id": "p10.51",
"order": 161,
"type": "text",
"bbox": {
"l": 1274.1,
"t": 803.7,
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},
"text": "Crimper (mulch anchoring coulter tool) — A tractor-drawn implement, somewhat like a disc harrow, especially designed to push or cut some of the broadcast long fiber mulch 3 to 4 inches into the soil so as to anchor it and leave part standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required. Liquid Mulch-Binders — May be used to anchor salt hay, hay or straw mulch."
},
{
"id": "p10.52",
"order": 162,
"type": "text",
"bbox": {
"l": 1226.7,
"t": 762.9,
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"b": 703.5
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"text": "4.\na.\nb.\n(1)",
"attrs": {
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},
{
"id": "p10.53",
"order": 163,
"type": "text",
"bbox": {
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"r": 1859.7,
"b": 726.6
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"text": "Applications should be heavier at edges where wind may catch the mulch, in valleys, and at crests of banks. The remainder of the area should be uniform in appearance."
},
{
"id": "p10.54",
"order": 164,
"type": "heading",
"bbox": {
"l": 1288.2,
"t": 728.1,
"r": 1423.5,
"b": 716.4
},
"text": "Use one of the following:",
"attrs": {
"block_label": "paragraph_title"
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"level": 3
},
{
"id": "p10.55",
"order": 165,
"type": "text",
"bbox": {
"l": 1301.7,
"t": 716.7,
"r": 1875,
"b": 651.3
},
"text": "Organic and Vegetable Based Binders — Naturally occurring, powder-based, hydrophilic materials when mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form\n\nmembraned networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phytotoxic effect or impede growth of turf grass. Use at rates and weather conditions as recommended by the manufacturer to anchor mulch materials. Many new products are available, some of which may need further evaluation for use in this state."
},
{
"id": "p10.56",
"order": 166,
"type": "caption",
"bbox": {
"l": 1227.3,
"t": 651.9,
"r": 1251,
"b": 638.7
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"text": "(2)",
"attrs": {
"block_label": "figure_title"
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},
{
"id": "p10.57",
"order": 167,
"type": "text",
"bbox": {
"l": 1300.8,
"t": 649.5,
"r": 1856.4,
"b": 602.1
},
"text": "Synthetic Binders — High polymer synthetic emulsion, miscible with water when diluted and, following application of mulch, drying and curing, shall no longer be soluble or dispersible in water. Binder shall be applied at rates recommended by the manufacturer and remain tacky until germination of grass. Note: All names given above are registered trade names. This does not constitute a recommendation of these products to the exclusion of other products."
},
{
"id": "p10.58",
"order": 168,
"type": "text",
"bbox": {
"l": 1228.2,
"t": 596.7,
"r": 1877.4,
"b": 548.7
},
"text": "B. Wood–fiber or paper–fiber mulch – shall be made from wood, plant fibers or paper containing no growth or germination inhibiting materials, used at the rate of 1,500 pounds per acre (or as recommended by the product manufacturer) and may be applied by a hydroseeder. Mulch shall not be mixed in the tank with seed. Use is limited to flatter slopes and during optimum seeding periods in spring and fall."
},
{
"id": "p10.59",
"order": 169,
"type": "text",
"bbox": {
"l": 1236.9,
"t": 547.8,
"r": 1877.4,
"b": 459.3
},
"text": "Pelletized mulch – compressed and extruded paper and/or wood fiber product, which may contain co-polymers, tackifiers, fertilizers, and coloring agents. The dry pellets, when applied to a seeded area and watered, form a mulch mat. Pelletized mulch shall be applied in accordance with the manufacturer's recommendations. Mulch may be applied by hand or mechanical spreader at the rate of 60–75 lbs/1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small lawn or renovation areas, seeded areas where weed-seed free mulch is desired, or on sites where straw mulch and tackifier agent are not practical or desirable. Applying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seed bed is extremely important for sufficient activation and expansion of the mulch to provide soil coverage."
},
{
"id": "p10.60",
"order": 170,
"type": "heading",
"bbox": {
"l": 1899.6,
"t": 1031.1,
"r": 2015.4,
"b": 1009.8
},
"text": "MULCHING",
"attrs": {
"block_label": "paragraph_title"
},
"level": 3
},
{
"id": "p10.61",
"order": 171,
"type": "text",
"bbox": {
"l": 1911.3,
"t": 999,
"r": 2428.2,
"b": 971.7
},
"text": "Mulching is required on all seeding. Mulch will insure against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement."
},
{
"id": "p10.62",
"order": 172,
"type": "text",
"bbox": {
"l": 1916.1,
"t": 972.6,
"r": 2426.1,
"b": 936.3
},
"text": "Straw or Hay. Unnrotted small grain straw, hay free of seeds, applied at the rate of 1–1/2 to 2 tons per acre (70 to 90 pounds per 1,000 square feet), except that where a crimper is used instead of a liquid mulch-binder (tackifying or adhesive agent), the rate of application is 3 tons per acre. Mulch chopper-blowers must not grind the mulch. Hay mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed."
},
{
"id": "p10.63",
"order": 173,
"type": "text",
"bbox": {
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"text": "Application. Spread mulch uniformly by hand or mechanically so that approximately 95% of the soil surface will be covered. For uniform distribution of hand-spread mulch, divide area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section."
},
{
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"type": "text",
"bbox": {
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"text": "Anchoring shall be accomplished immediately after placement to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area, steepness of slopes, and costs."
},
{
"id": "p10.65",
"order": 175,
"type": "text",
"bbox": {
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"text": "may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a cris-cross and a square pattern. Secure twine around each peg with two or more round turns.\n2. Mulch Nettings. Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed.\n3. Crimper (mulch anchoring tool). A tractor-drawn implement, somewhat like a disc harrow, especially designed to push or cut some of the broadcast long fiber mulch 3 to 4 inches into the soil so as to anchor it and leave part standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required.\n4. Liquid Mulch-Binders. — May be used to anchor hay or straw mulch.\na. Applications should be heavier at edges where wind may catch the mulch, in valleys, and at crests of banks. The remainder of the area should be uniform in appearance.\nb. Use one of the following:\n(1) Organic and Vegetable Based Bio\nformulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phytotoxic effect or impede growth of turfgrass. Use at rates and weather conditions as recommended by the manufacturer to anchor mulch materials. Many new products are available, some of which may need further evaluation for use in this state.\n(2) Synthetic Binders – High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied at rates recommended by the manufacturer and remain tacky until germination of grass.\nNote: All names give above are registered trade names. This does not constitute a commendation of these product the exclusion of other products.\nWood-fiber or paper-fiber mulch. Shall be made from wood, plant fibers or paper containing no growth or germination inhibiting materials, used at the rate of 1,500 ponds per acre (or as recommended by the project manufacturer) and may be applied by a hydroseeder. Mulch shall not be mixed in the tank with seed. Use is limited to flatter slopes and during optimum seeding periods in spring and fall.\nPelletized mulch. Compressed and extruded paper and/or wood fiber product, which may contain co-polymers, tackifiers, fertilizers and coloring agents. The dry pellets, when applied to a seeded area and watered, form mulch mat. Pelletized mulch shall be applied in accordance with the manufacturers recommendations. Mulch may be applied by hand or mechanical spreader at the rate of 60–75 lbs./1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small lawn or renovation areas, seeded areas where weed-seed free mulch is desired or on sites where straw mulch and tackifier agent are not practical or desirable.\nApplying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seed bed is extremely important for sufficient activation and expansion of the mulch to provide soil coverage."
},
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"text": "(1) Organic and Vegetable Based Binders – Naturally occurring, powder based, hydrophilic materials when mixed with water formulates a gel and when applied to mould under catifiedness during conditions will form meansbrained networks of insoluble"
},
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"type": "heading",
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"text": "IRRIGATION (WHERE FEASIBLE)",
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"type": "text",
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"text": "If soil moisture is deficient supply new seeding with adequate water (a minimum of 1/4 inch applied up to twice a day until vegetation is well established). This is especially true when seedings are made in abnormally dry or hot weather or on droughty sites."
},
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"type": "heading",
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"text": "TOPDRESSING",
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"text": "Since soil organic matter content and slow release nitrogen fertilizer (water insoluble) are prescribed in Section 2A – Seedbed Preparation in this Standard, no follow-up of topdressing is mandatory. An exception may be made where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop. In that instance, topdress with 10–10–10 or equivalent at 300 pounds per acre or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is"
},
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"text": "ameliorated.",
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"order": 182,
"type": "text",
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"text": "ESTABLISHING PERMANENT VEGETATIVE COVER"
},
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"text": "The quality of permanent vegetation rests with the contractor. The timing of seeding, preparing the\nseedbed, applying nutrients, mulch and other management are essential. The seed application rates in\nTable 4–3 are required when a Report of Compliance is requested prior to actual establishment of\npermanent vegetation. Up to 50% reduction in application rates may be used when permanent vegetation\nis established prior to requesting a Report of Compliance from the district. These rates apply to all\nmethods of seeding. Establishing permanent vegetation means 80% vegetative cover (of the seeded\nspecies) and mowed once. Note this designation of mowed once does not guarantee the permanency of\nthe turf should other maintenance factors be neglected or otherwise mismanaged."
},
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"text": "PERMANENT SEEDING RATÉS",
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"text": "Hard Fescue",
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"text": "2/1-4/30; 5/1-8/14; 8/15-10/30",
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"text": "Chewings Fescue",
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"text": "Strong Creeping Red Fescue",
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"type": "table_cell",
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"text": "2/1-4/30; 5/1-8/14; 8/15-10/30",
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"text": "Perennial Ryegrass",
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"row": 4,
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},
{
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"text": ".25",
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"text": "Optimal seeding dates: 8/15-10/35",
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"text": "Acceptable seeding dates: 3/1-4/30 & 5/1-8/14 ^{{*}}",
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"text": "2/1 - 4/30 & 5/1 - 8/14 ^{{*}}",
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"text": "^{{*}} Summer seedings should only be conducted when the site is irrigated. Mixes including white clover require that at least six weeks of growing season remain after seeding to ensure establishment before freezing condition",
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Page 11
133 item(s)
JSON
caption (2)
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footnote (62)
header (5)
heading (2)
table (2)
table_cell (24)
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1 · HEADER
2 · HEADER
3 · HEADER
4 · HEADER
5 · HEADER
6 · FIGURE
7 · FIGURE
8 · FIGURE
9
10
11
12
13
14 · CAPTION
15 · FIGURE
16 · FIGURE
17 · FIGURE
18 · FIGURE
19 · FIGURE
20 · FIGURE
21 · FIGURE
22 · FIGURE
23 · HEADING
24 · CAPTION
25 · FIGURE
26 · TABLE
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43 · FIGURE
44 · FIGURE
45 · FIGURE
46 · FIGURE
47 · TABLE
48
49
50
51
52
53
54
55
56 · FIGURE
57 · FIGURE
58 · FIGURE
59 · FIGURE
60 · TEXT
61 · FOOTNOTE
62 · FOOTNOTE
63 · FOOTNOTE
64 · FOOTNOTE
65 · FOOTNOTE
66 · FOOTNOTE
67
68 · FOOTNOTE
69 · FOOTNOTE
70 · FOOTNOTE
71 · FOOTNOTE
72 · FOOTNOTE
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124 · FOOTER
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Page 11 JSON
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Page 17
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"text": "PRELIMINARY & FINAL MAJOR SITE PLAN1231 ALDRICH ROADBLOCK 6002 LOTS 2 & 3TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEYOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV",
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Page 18
134 item(s)
JSON
caption (9)
figure (23)
footer (3)
footnote (49)
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1 · HEADER
2 · HEADER
3 · HEADER
4 · HEADER
5 · HEADER
6 · FIGURE
7
8 · FIGURE
9
10 · FIGURE
11 · FIGURE
12 · CAPTION
13 · FIGURE
14 · FIGURE
15
16 · TEXT
17 · FIGURE
18 · FIGURE
19 · FIGURE
20 · FIGURE
21 · FIGURE
22 · FIGURE
23 · LIST
24
25
26
27
28 · TEXT
29 · FIGURE
30 · FIGURE
31 · HEADING
32 · LIST
33
34
35 · HEADING
36 · HEADING
37 · FIGURE
38 · TEXT
39 · HEADING
40 · CAPTION
41 · TEXT
42 · HEADING
43 · HEADING
44 · FIGURE
45 · LIST
46
47
48 · FIGURE
49 · FIGURE
50
51
52
53 · FIGURE
54 · TEXT
55 · FIGURE
56 · TEXT
57 · FIGURE
58 · FIGURE
59 · CAPTION
60 · CAPTION
61 · FIGURE
62
63 · TEXT
64 · CAPTION
65 · CAPTION
66 · TABLE
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82 · FOOTNOTE
83 · FOOTNOTE
84
85 · FOOTNOTE
86 · FOOTNOTE
87 · FOOTNOTE
88 · FOOTNOTE
89 · FOOTNOTE
90 · FOOTNOTE
91 · FOOTNOTE
92 · FOOTNOTE
93 · FOOTNOTE
94 · FOOTNOTE
95 · FOOTNOTE
96 · FOOTNOTE
97 · FOOTNOTE
98 · FOOTNOTE
99 · FOOTNOTE
100 · FOOTNOTE
101 · FOOTNOTE
102 · FOOTNOTE
103 · FOOTNOTE
104 · FOOTNOTE
105 · FOOTNOTE
106 · FOOTNOTE
107 · FOOTNOTE
108 · FOOTNOTE
109 · FOOTNOTE
110 · FOOTNOTE
111 · FOOTNOTE
112 · FOOTNOTE
113 · FOOTNOTE
114 · FOOTNOTE
115 · FOOTNOTE
116 · FOOTNOTE
117 · FOOTNOTE
118 · FOOTNOTE
119 · FOOTNOTE
120 · FOOTNOTE
121 · FOOTNOTE
122 · FOOTNOTE
123 · FOOTNOTE
124 · FOOTNOTE
125 · FOOTNOTE
126 · FOOTNOTE
127 · FOOTNOTE
128 · FOOTNOTE
129 · FOOTNOTE
130 · FOOTNOTE
131 · FOOTNOTE
132 · FOOTER
133 · FOOTER
134 · FOOTER
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Page 18 JSON
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"text": "NOTE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & NJAW. CLEAN-OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK.\nWATER MAII"
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"text": "Fire lane or zone signs shall be erected with the bottom of the sign not less than six feet above the ground, 12 inches wide by 18 inches in length, with a white reflective aluminum background with a red border, and a minimum of three-inch size reflective red letters labeled \"NO\" on the first line, three-inch size reflective red letters labeled \"PARKING\" on the second line, two-inch size reflective red letters labeled \"FIRE\" on the third line, and two-inch size reflective red letters labeled \"LANE\" or \"ZONE\" on the fourth line. Spacing of the signs shall be even, with one sign facing the direction of travel, or alternate direction of travel, for a maximum distance of 100 feet per sign or as ordered by the Fire Official.",
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"text": "Fire lane ground marking shall be a minimum of 20 feet wide and labeled \"NO PARKING FIRE LANE,\" bordered by a four-inch-wide yellow stripe on both sides, with approved New Jersey Department of Transportation standard traffic yellow paint. The wording shall face the direction of travel, or alternate direction of travel, for a maximum distance of every 100 feet on paved surface, or as ordered by the Fire Official. The lettering shall be legible, and the letter size shall be a minimum of 24 inches high and four-inch stroke.",
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"text": "1. PREFERMED BITUMINOUS EXPANSION JOINTS, 1/2\" THICK, 4\" DEEP, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FEET. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FEET THE FILL I WALK WIDTH INSTALLED EVERY 4 FEET THE FULL WALK WIDTH.\nTHE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONC.\n2. THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONCRETE.\n3. ALL SIDEWALK THAT IS BROKEN, CRACKED, OR OUT OF ALIGNMENT SHALL BE REPLACED PRIOR TO ACCEPTANCE."
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"text": "NO TAKED EVENT: TREET THE TOOL WALEN WORTH\n\n2. THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONCRETE.\n3. ALL SIDEWALK THAT IS BROKEN, CRACKED, OR OUT OF ALIGNMENT SHALL BE REPLACED PRIOR TO ACCEPTANCE."
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"text": "4. CONCRETE SHALL BE CLASS \"B\" PORTLAND CEMENT HAVING A 28 DAY STRENGTH OF 4500 PSI.\n5. THERE SHALL BE A FLOAT FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.\n6. HANDICAP RAMPS SHALL HAVE A LIGHT BROOM FINISH WITH THE STRIATIONS PERPENDICULAR TO TRAFFIC.\n7. DIMENSIONS SHOWN AS VARIABLE SHALL BE CONFIRMED BY THE ENGINEER."
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"text": "(3) Fire zone ground marking shall be a minimum of 12 feet wide and 10 feet in length, posted with a fire zone sign and ground marking labeled \"FIRE ZONE,\" bordered by a four-inch-wide yellow stripe and diagonal stripes with approved New Jersey Department of Transportation standard traffic yellow paint lettered legibly on a paved surface. The lettering shall be a minimum of 24 inches high and four-inch stroke. Two crash posts shall be installed, if required, by the Fire Official and constructed of steel not less than four inches in diameter, concrete filled and painted yellow. The posts shall be spaced not more than four feet six inches between posts on center, set not less than three feet six inches deep in a concrete footing of not less than 18 inches in diameter. The top of the posts shall not be less than three feet above ground."
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"text": "(4) Preexisting unpaved fire access roadways installed on public or private property shall be subject to the approval of the Fire Official. Signs and markings shall be provided as required by the Fire Official."
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"text": "COMPACTED — SUBGRADE",
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"text": "DUMPSTER PAD DETAIL\nNTS",
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"text": "8. CONCRETE SIDEWALKS TO BE 4' WIDE EXCEPT FOR A 5'X10' WHEELCHAIR PASSING ZONE EVERY 200' MIN."
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"text": "\\n22 120\\n[F3]"
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"text": "REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS",
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"text": "REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE",
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"text": "REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS",
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"text": "REV. - 10-18-2024 REVISED FOR SCD COMMENTS",
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"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",
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"text": "TRAVERSE JOINTS 1/2\" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PERFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER COMPLYING WITH THE REQUIREMENTS FOR TYPE III FILLER IN A.A.S.H.O. SPEC M 153 RECESSED 1/4\" IN FROM FRONT FACE AND TOP OF CURB EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.",
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"text": "4\" WIDE 50' LONG DOUBLE YELLOW TRAFFIC STRIPING LONG LIFE, EPOXY (SEE NOTES)",
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"text": "N.T.S.",
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Page 19
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1 · HEADER
2 · HEADER
3 · HEADER
4 · HEADER
5 · FIGURE
6
7 · FIGURE
8 · FIGURE
9 · FIGURE
10 · FIGURE
11 · FIGURE
12 · CAPTION
13 · FIGURE
14 · FIGURE
15 · FIGURE
16 · FIGURE
17 · FIGURE
18 · FIGURE
19 · FIGURE
20 · TABLE
21
22
23
24
25
26
27
28
29
30
31
32
33 · HEADING
34 · HEADING
35 · FIGURE
36 · HEADING
37 · FIGURE
38 · FIGURE
39 · FIGURE
40
41
42 · FIGURE
43
44 · FIGURE
45
46 · TABLE
47
48
49
50
51
52
53
54
55 · CAPTION
56 · FIGURE
57 · FIGURE
58 · FIGURE
59 · HEADING
60 · TEXT
61 · TEXT
62 · TEXT
63 · FIGURE
64 · FIGURE
65 · HEADING
66 · FIGURE
67 · FIGURE
68 · CAPTION
69 · FOOTNOTE
70 · FOOTNOTE
71 · FOOTNOTE
72 · FOOTNOTE
73 · FOOTNOTE
74 · FOOTNOTE
75 · FOOTNOTE
76 · FOOTNOTE
77 · FOOTNOTE
78 · FOOTNOTE
79 · FOOTNOTE
80 · FOOTNOTE
81 · FOOTNOTE
82 · FOOTNOTE
83 · FOOTNOTE
84 · FOOTNOTE
85 · FOOTNOTE
86 · FOOTNOTE
87 · FOOTNOTE
88 · FOOTNOTE
89 · FOOTNOTE
90 · FOOTNOTE
91 · FOOTNOTE
92 · FOOTNOTE
93 · FOOTNOTE
94 · FOOTNOTE
95 · FOOTNOTE
96 · FOOTNOTE
97 · FOOTNOTE
98 · FOOTNOTE
99 · FOOTNOTE
100 · FOOTNOTE
101 · FOOTNOTE
102 · FOOTNOTE
103 · FOOTNOTE
104 · FOOTNOTE
105 · FOOTNOTE
106 · FOOTNOTE
107 · FOOTER
108 · FOOTER
109 · FOOTER
110 · FOOTER
111 · FOOTER
112 · FOOTER
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"text": "2. STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A d50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 d50."
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"text": "THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE IN LETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.",
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"text": "8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12\" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12\" UP TO 36\" DIAMETER PIPE AND 24\" OF COVER FOR 42\" — 60\" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.",
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"text": "1 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1\" OF ADAPTERS.\n2 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.\n3 - TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC.\n4 - PERFORATIONS CANNOT BE INSTALLED IN 36\" BASIN REDUCING CON",
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"text": "3 (H) SEE RIP-RAP DETAIL FOR—APRON SIZING (TYP.)",
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"text": "* CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8\" LOOSE LIFTS TO 95 % MIN. OF MAX. SPD",
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"text": "GENERAL NOTES:\n1. ALL CONCRETE TO BE CLASS B 4,500 P.S.I.\n2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½\" THICK CEMENT PLASTER. INLET FRAME SHALL BE SECURELY GROUTED IN PLACE.\n3. FRAME & GRATE TO BE CAMPBELL-FOUNDRY No. 3440 OR APPROVED EQUAL.\n4. PROVIDE 7/8\" DIA. ALUMINUM LADDER RUNGS, 12\" O.C. AS NECESSARY.\n5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC TAR COAT OUTSIDE ONLY.",
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"text": "* CLASS I OR II MATERIAL PER ___ BEDDING (CLASS I OR II MATERIAL)\nASTM D2321, LATEST EDITION, = 4\" MIN. FOR 12\" – 24\" HDPE PIPE ___\nCOMPACTED IN MAX. 8\" LOOSE = 6\" MIN. FOR 30\"–60\" HDPE PIPE\nLIFTS TO 95 % MIN. OF MAX. SPD",
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"text": "1. FLARED END SECTIONS SHALL CONFIRM TO THE REQUIREMENTS OF ASTM C76, AS MANUFACTURED BY VIANINI PIPE INC. OF WHITEHOUSE NJ, 08889, OR APPROVED EQUAL. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 400 PSI.\n2. TRASH RACK TO BE REMOVABLE.",
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"text": "PLAN VIEW",
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"text": "GRATE=118.40",
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"order": 100,
"type": "footnote",
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"r": 1281.3,
"b": 293.1
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"text": "CLASS I OR II MATERIAL PER BEDDING (CLASS I OR II MATERIAL)\nASTM D2321, LATEST EDITION, = 4\" MIN. FOR 12\" – 24\" HDPE PIPE\nCOMPACTED IN MAX. 8\" LOOSE = 6\" MIN. FOR 30\"–60\" HDPE PIPE\nLIFTS TO 95 % MIN. OF MAX. SPD",
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"id": "p19.76",
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"type": "footnote",
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"b": 280.5
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"text": "SECTION B-B",
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"id": "p19.77",
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"r": 330.3,
"b": 268.8
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"text": "SECTION A-A",
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"id": "p19.78",
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"type": "footnote",
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"text": "FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CHART BELOW.",
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"text": "3. TAILWATER (TW) IS BASED UPON 0.2 x do OR SURFACE WATER ELEVATION, WHICHEVER IS HIGH",
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"id": "p19.80",
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"text": "SECTION A-A",
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"text": "SCOUR HOLE OUTLET PROTECTION",
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"text": "ERIC HALPERI\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488",
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"text": "COA 24GA28321300",
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"text": "19 of 19",
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