[ { "page": 1, "items": [ { "page": 1, "type": "TITLE", "location": { "l": 126.48, "t": 722.16, "r": 588.24, "b": 660 }, "text": "ENVIRONMENTAL IMPACT STATEMENT\nfor\nBut Tentfly\nCorner the", "reading_order": 0, "level": 1 }, { "page": 1, "type": "TEXT", "location": { "l": 295.2, "t": 672, "r": 324, "b": 653.52 }, "text": "for", "reading_order": 1 }, { "page": 1, "type": "TEXT", "location": { "l": 124.8, "t": 626.16, "r": 491.76, "b": 555.12 }, "text": "MAJOR SITE PLAN\nBlock: 15401 – Lot: 31 & 32\nJackson Township, Ocean County, New Jersey", "reading_order": 2 }, { "page": 1, "type": "TEXT", "location": { "l": 125.76, "t": 517.44, "r": 487.68, "b": 412.08 }, "text": "Prepared by: PROFESSIONAL DESIGN SERVICES, INC.\n1245 Airport Road, Unit 1\nLakewood NJ 08701\nPDS# 325587", "reading_order": 3 }, { "page": 1, "type": "TEXT", "location": { "l": 248.4, "t": 390.72, "r": 413.76, "b": 331.2 }, "text": "Garden", "reading_order": 4 }, { "page": 1, "type": "TEXT", "location": { "l": 147.6, "t": 331.2, "r": 461.28, "b": 309.12 }, "text": "IAN M. BORDEN, P.P., PRESIDENT", "reading_order": 5 }, { "page": 1, "type": "TEXT", "location": { "l": 247.2, "t": 248.16, "r": 352.32, "b": 225.6 }, "text": "April 6, 2026", "reading_order": 6 }, { "page": 1, "type": "FIGURE", "location": { "l": 432.96, "t": 161.76, "r": 527.76, "b": 105.6 }, "text": "", "reading_order": 7 } ] }, { "page": 2, "items": [ { "page": 2, "type": "TITLE", "location": { "l": 245.04, "t": 733.92, "r": 378.24, "b": 720.48 }, "text": "TABLE OF CONTENTS", "reading_order": 0, "level": 3 }, { "page": 2, "type": "TEXT", "location": { "l": 69.12, "t": 697.68, "r": 547.92, "b": 324 }, "text": "1.1 Introduction.....3\n1.2 Land Use and Zoning.....3\n1.3 Utility Plans.....4\n1.4 Stormwater Management.....4\n2.0 SITE DESCRIPTION AND INVENTORY.....4\n2.1 Topography and Hydrology.....4\n2.2 Soils.....\n2.3 Surface Water.....5\n2.4 Subsurface Water.....5\n2.5 Topography and Existing Development Features.....Error! Bookmark not defined.\n2.6 Wetlands and State Open Waters.....5\n2.7 Floodplains.....6\n2.8 Vegetation.....6\n2.9 Wildlife.....6\n2.10 Noise.....6\n2.11 Cultural, Historical and Archaeological Resources.....6\n2.12 Land Use.....7\n2.13 Air Quality.....7\n3.0 ENVIRONMENTAL IMPACT STATEMENT.....8\n4.0 ENVIRONMENTAL PERFORMANCE CONTROLS.....11\n5.0 COMMITMENT OF RESOURCES AND UNAVOIDABLE IMPACTS.....11\n6.0 ALTERNATIVES AND MITIGATING MEASURES.....12\n7.0 OTHER REQUIRED APPROVALS.....13", "reading_order": 1 }, { "page": 2, "type": "TITLE", "location": { "l": 70.08, "t": 300, "r": 123.6, "b": 285.6 }, "text": "FIGURES", "reading_order": 2, "level": 2 }, { "page": 2, "type": "TEXT", "location": { "l": 69.12, "t": 275.04, "r": 255.6, "b": 233.28 }, "text": "1 LOCATION MAP\n2 USGS QUADRANGLE MAP\n3 SOILS MAP", "reading_order": 3 } ] }, { "page": 3, "items": [ { "page": 3, "type": "TITLE", "location": { "l": 74.4, "t": 722.4, "r": 280.8, "b": 707.28 }, "text": "1.0 PROJECT DESCRIPTION", "reading_order": 0, "level": 2 }, { "page": 3, "type": "TITLE", "location": { "l": 74.4, "t": 693.36, "r": 174.24, "b": 679.68 }, "text": "1.1 Introduction", "reading_order": 1, "level": 2 }, { "page": 3, "type": "TEXT", "location": { "l": 72.24, "t": 676.56, "r": 548.88, "b": 629.52 }, "text": "Being known as Block 15401 Lot 31 & 32, the project site contains 2.1 acres and is located at the northwest corner of East Veterans Road (OC Route 528) and Butterfly Road in Jackson Township, Ocean County, New Jersey. Figure 1 is a location map for the project site.", "reading_order": 2 }, { "page": 3, "type": "TEXT", "location": { "l": 71.04, "t": 613.44, "r": 548.4, "b": 519.84 }, "text": "The subject property is currently developed with two (2) single family residences. It is proposed to re-develop the property into a two-story professional office building based upon Preliminary and Final Major Site Plans, prepared by Professional Design Services, in accordance with Jackson Township Land Use Regulations. A two-story office building containing 18,600 square feet is proposed with 93 parking spaces. Access drives are proposed to both East Veterans Highway and Butterfly Road.", "reading_order": 3 }, { "page": 3, "type": "TEXT", "location": { "l": 71.52, "t": 503.04, "r": 546.24, "b": 472.56 }, "text": "The property contains no environmentally regulated areas such as Freshwater Wetland, Wetland Buffer, Flood Hazard Area or Riparian Buffer.", "reading_order": 4 }, { "page": 3, "type": "TEXT", "location": { "l": 70.32, "t": 455.76, "r": 546.24, "b": 423.84 }, "text": "The project is not located within the Pinelands Area and, therefore, not regulated by the NJ Pinelands Commission pursuant to the Comprehensive Management Plan (NJAC 7:50-1.1 et. seq.).", "reading_order": 5 }, { "page": 3, "type": "TEXT", "location": { "l": 106.32, "t": 408.24, "r": 376.56, "b": 393.84 }, "text": "The project will be serviced by public water and sewer.", "reading_order": 6 }, { "page": 3, "type": "TEXT", "location": { "l": 69.12, "t": 376.08, "r": 545.52, "b": 346.08 }, "text": "The project is proposed to be developed consistent with the Jackson Township Land Use and Development Regulations.", "reading_order": 7 }, { "page": 3, "type": "TEXT", "location": { "l": 67.92, "t": 328.32, "r": 545.04, "b": 218.16 }, "text": "The Environmental Impact Statement (EIS) and site design has been prepared in conformance with the Jackson Township Ordinance regarding preparation and content of an EIS (Section 244-169), Township and County Master Plans, the Jackson Township Natural Resources Inventory, Pinelands Comprehensive Management Plan (CMP) and various other pertinent planning documents were utilized to prepare this document. The EIS addresses specific areas of proposed site design (i.e., stormwater runoff) and potential impacts and steps taken to minimize or avoid adverse environmental impacts (Environmental Performance Controls).", "reading_order": 8 }, { "page": 3, "type": "TEXT", "location": { "l": 67.68, "t": 204.72, "r": 544.08, "b": 174.48 }, "text": "Major Site Plans have been prepared by Professional Design Services LLC, these plans have been utilized to prepare this document.", "reading_order": 9 }, { "page": 3, "type": "TITLE", "location": { "l": 69.12, "t": 157.68, "r": 214.8, "b": 143.76 }, "text": "1.2 Land Use and Zoning", "reading_order": 10, "level": 2 }, { "page": 3, "type": "TEXT", "location": { "l": 67.44, "t": 140.64, "r": 543.84, "b": 62.64 }, "text": "The site is located within the R-1 Residential zoning district as mapped by the Jackson Township Master Plan and Zoning Ordinance. Section 244-133 of the Jackson Township Land Use Ordinance permits professional offices as a Conditional Use on all non-Pinelands residential lots located on County Route 528 having a lot area greater than 30,000 sf. The project meets the Conditional Use standards and the use is permitted. A D-3 variance is required, however,", "reading_order": 11 } ] }, { "page": 4, "items": [ { "page": 4, "type": "TEXT", "location": { "l": 72.96, "t": 724.8, "r": 349.92, "b": 709.68 }, "text": "since a 35 foot buffer is required and 15 feet is provided.", "reading_order": 0 }, { "page": 4, "type": "TITLE", "location": { "l": 73.92, "t": 677.76, "r": 174.72, "b": 663.6 }, "text": "1.3 Utility Plans", "reading_order": 1, "level": 2 }, { "page": 4, "type": "TEXT", "location": { "l": 71.76, "t": 660.72, "r": 547.68, "b": 630.96 }, "text": "The Jackson Township Municipal Utilities Authority owns and operates public potable water and sanitary sewer service in Jackson Township.", "reading_order": 2 }, { "page": 4, "type": "TEXT", "location": { "l": 70.56, "t": 613.44, "r": 546.96, "b": 550.32 }, "text": "The project site is currently located within the Central Service Area as mapped by the County Wastewater Management Plan (208 Plan). Public sewer is currently available by an existing gravity sewer main located in Grande Boulevard located southwest of the property. A sewer extension is proposed within Grande Boulevard to connect the project to public sewer.", "reading_order": 3 }, { "page": 4, "type": "TEXT", "location": { "l": 70.56, "t": 534.48, "r": 545.52, "b": 504 }, "text": "The project will be serviced by public water from an existing main located in East Veterans Highway and Bowman Road.", "reading_order": 4 }, { "page": 4, "type": "TITLE", "location": { "l": 71.28, "t": 487.44, "r": 233.76, "b": 473.28 }, "text": "1.4 Stormwater Management", "reading_order": 5, "level": 2 }, { "page": 4, "type": "TEXT", "location": { "l": 68.64, "t": 470.64, "r": 545.04, "b": 359.76 }, "text": "The stormwater management plan will utilize discrete, small management practices to efficiently collect and control increased stormwater runoff. Design standards of the Pinelands Commission (NJAC 7:50-6.84) require the applicant manage stormwater runoff by recharging all increased runoff from impervious areas from the 10-year, 24 hour storm and controlling runoff peaks for the 2, 10 and 100 year storm events to less than pre-development runoff levels. The plan will include the management practice of complying with the Green Infrastructure requirements. Multiple small scale infiltration basins are proposed to comply with the stormwater management regulations.", "reading_order": 6 }, { "page": 4, "type": "TITLE", "location": { "l": 104.64, "t": 344.16, "r": 319.2, "b": 327.84 }, "text": "2.0 Site Description and Inventory", "reading_order": 7, "level": 2 }, { "page": 4, "type": "TEXT", "location": { "l": 68.4, "t": 310.8, "r": 543.84, "b": 280.08 }, "text": "Several site investigations of the project site and surrounding area have been conducted by the author from June 2025 to March 2026.", "reading_order": 8 }, { "page": 4, "type": "TEXT", "location": { "l": 104.16, "t": 263.28, "r": 492.72, "b": 247.44 }, "text": "The following inventory describes the existing environmental conditions onsite.", "reading_order": 9 }, { "page": 4, "type": "TITLE", "location": { "l": 68.16, "t": 232.08, "r": 243.36, "b": 216.96 }, "text": "2.1 Topography and Hydrology", "reading_order": 10, "level": 2 }, { "page": 4, "type": "TEXT", "location": { "l": 66.72, "t": 214.8, "r": 543.12, "b": 152.4 }, "text": "The project site lies within the outer coastal plain physiographic province. The project site is located within the Coastal Plain geomorphic province. The geologic framework of the Coastal Plain is one of underlying gently southeastward dipping unconsolidated clays, marls, silts and sands of the tertiary (65 to 1.75 million years ago) period.", "reading_order": 11 }, { "page": 4, "type": "TEXT", "location": { "l": 66.48, "t": 136.08, "r": 542.88, "b": 56.64 }, "text": "The project lies within the Kirkwood Formation, which is overlain by the Cohansey Sand and underlain by the Shark River/Manasquan Marl. The Kirkwood Formation crops out along the northern part of Ocean County. The Kirkwood Formation ranges in thickness from a minimum of 50 feet in the outcrop area to a maximum reported thickness of about 800 feet in Atlantic City (Geology and Groundwater Resources of Ocean County, NJ 1969). The topography of the site slopes", "reading_order": 12 } ] }, { "page": 5, "items": [ { "page": 5, "type": "TEXT", "location": { "l": 72.72, "t": 724.08, "r": 547.92, "b": 693.36 }, "text": "gradually from the center of the site towards the north and south. A significant portion of the property has been disturbed by the existing residences developed approximately 40 years ago.", "reading_order": 0 }, { "page": 5, "type": "TEXT", "location": { "l": 108, "t": 692.88, "r": 513.12, "b": 677.76 }, "text": "Figure 2 is a copy of the USGS Quadrangle Topography Map with the site located.", "reading_order": 1 }, { "page": 5, "type": "TITLE", "location": { "l": 72.96, "t": 677.04, "r": 138, "b": 664.32 }, "text": "2.2 Soils", "reading_order": 2, "level": 3 }, { "page": 5, "type": "TEXT", "location": { "l": 71.52, "t": 661.44, "r": 544.56, "b": 571.2 }, "text": "The upland portion of the project site is underlain by the following soils as depicted by the U.S. Department of Agriculture; Ocean County Soil Survey. Figure 3 is a copy of the Soil Survey with the site located.\nSoil Type % Slope Depth to SHWT*\nEvB –Evesboro Sand 0-5 >6.0'\n*SHWT = Seasonal High Water Table", "reading_order": 3 }, { "page": 5, "type": "TEXT", "location": { "l": 70.32, "t": 565.68, "r": 546.72, "b": 486.96 }, "text": "The permeability of Evesboro Sand is typically rapid and the available water capacity is low. The depth to seasonal high water is typically greater than 6 feet. Evesboro is hydrologic soil group A. Soil test pits were performed at each stormwater BMP (Best Management Practice) to assess soil conditions and seasonal high water table. The depth to seasonal high water occurs at a depth greater than five (5) feet. The location of each test pit and log are shown on the subdivision plans.", "reading_order": 4 }, { "page": 5, "type": "TITLE", "location": { "l": 70.8, "t": 471.6, "r": 181.44, "b": 458.4 }, "text": "2.3 Surface Water", "reading_order": 5, "level": 3 }, { "page": 5, "type": "TEXT", "location": { "l": 92.88, "t": 455.52, "r": 491.04, "b": 439.68 }, "text": "There are no surface water bodies on or within 300 feet of the subject property.", "reading_order": 6 }, { "page": 5, "type": "TITLE", "location": { "l": 69.84, "t": 424.08, "r": 197.52, "b": 410.88 }, "text": "2.4 Subsurface Water", "reading_order": 7, "level": 3 }, { "page": 5, "type": "TEXT", "location": { "l": 67.92, "t": 407.52, "r": 546.24, "b": 233.52 }, "text": "The upper part of the Kirkwood Formation and the Cohansey Sand are hydraulically well connected and together function as an aquifer system. Underlying the Kirkwood-Cohansey aquifer system is the composite confining unit, a complex series of geologic units that, depending on location, can include as many as nine distinct units. The part of the composite confining unit of interest in this area ranges in age from Palecene to early Miocene and is made up of the Vincentown Formation, Manasquan Formation, Shark River Formation, Piney Point Formation, and basal clay of the Kirkwood Formation. Two minor aquifers are present in this part of the composite confining unit. The Vincentown aquifer consists of the Vincentown Formation, which is comprised of moderately permeable Quartz sand. The Vincentown aquifer is used as a source of water only in and near the outcrop areas, in the northwestern part of the County. The other minor aquifer, Piney Point aquifer, is confined and is composed of fin to coarse grained glauconitic quartz sand and shell beds.", "reading_order": 8 }, { "page": 5, "type": "TEXT", "location": { "l": 67.68, "t": 217.92, "r": 542.88, "b": 172.32 }, "text": "The project will utilize public water supplies for potable water. The project will also recharge stormwater runoff to this aquifer by virtue of compliance with the New Jersey Stormwater Management Regulations.", "reading_order": 9 }, { "page": 5, "type": "TEXT", "location": { "l": 67.92, "t": 170.16, "r": 542.4, "b": 140.16 }, "text": "Topographic contours and all existing feature onsite and within 50 feet of the site are depicted on the inserted site plans.", "reading_order": 10 }, { "page": 5, "type": "TITLE", "location": { "l": 67.2, "t": 123.36, "r": 268.08, "b": 109.2 }, "text": "2.6 Wetlands and State Open Waters", "reading_order": 11, "level": 2 }, { "page": 5, "type": "TEXT", "location": { "l": 66.96, "t": 106.8, "r": 542.64, "b": 59.76 }, "text": "Wetlands are areas where the substrate is inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands include", "reading_order": 12 } ] }, { "page": 6, "items": [ { "page": 6, "type": "TEXT", "location": { "l": 73.44, "t": 722.64, "r": 548.16, "b": 676.32 }, "text": "lands with poorly drained or very poorly drained soils as designated by the National Cooperative Soil Survey of the Soil Conservation Service of the United States Department of Agriculture. All activities must comply the Pinelands Comprehensive Management Plan.", "reading_order": 0 }, { "page": 6, "type": "TEXT", "location": { "l": 72.96, "t": 659.28, "r": 548.16, "b": 628.8 }, "text": "There are no existing Freshwater Wetlands located on or within 300 feet of the subject property.", "reading_order": 1 }, { "page": 6, "type": "TITLE", "location": { "l": 72.72, "t": 612.48, "r": 170.4, "b": 598.56 }, "text": "2.7 Floodplains", "reading_order": 2, "level": 2 }, { "page": 6, "type": "TEXT", "location": { "l": 71.76, "t": 595.92, "r": 547.2, "b": 565.44 }, "text": "There are no flood plain area or riparian buffers areas located on the site. No development is proposed within any regulated flood hazard areas or flood plain.", "reading_order": 3 }, { "page": 6, "type": "TITLE", "location": { "l": 72.24, "t": 548.88, "r": 164.88, "b": 535.44 }, "text": "2.8 Vegetation", "reading_order": 4, "level": 3 }, { "page": 6, "type": "TEXT", "location": { "l": 71.28, "t": 532.56, "r": 546.24, "b": 502.32 }, "text": "The site is occupied by an existing residences. There are forest areas remaining between the existing houses.", "reading_order": 5 }, { "page": 6, "type": "TITLE", "location": { "l": 71.52, "t": 486.24, "r": 152.16, "b": 472.32 }, "text": "2.9 Wildlife", "reading_order": 6, "level": 2 }, { "page": 6, "type": "TEXT", "location": { "l": 69.6, "t": 468.96, "r": 546.72, "b": 390.72 }, "text": "The site is developed and the surrounding areas along East Veterans Road and Butterfly Road are also developed with residential homes. The site contains no natural vegetation and does not contain critical habitat for threatened or endangered species based upon analysis of the Protection of Threatened or Endangered Wildlife Pinelands CMP policy (NJAC 7:50-6.33) by the Pinelands Commission staff as evidenced by the issuance of the Certificate of Filing.", "reading_order": 7 }, { "page": 6, "type": "TITLE", "location": { "l": 70.8, "t": 375.36, "r": 139.92, "b": 361.2 }, "text": "2.10 Noise", "reading_order": 8, "level": 2 }, { "page": 6, "type": "TEXT", "location": { "l": 67.92, "t": 358.8, "r": 545.52, "b": 122.4 }, "text": "Noise is defined as \"any sound of such level to be injurious to human health or welfare, or which would unreasonably interfere with the enjoyment of life or property throughout the state or in any portion thereof, but excludes noise emanating from residential structures.\" Ambient noise levels are assumed to be well below the NJDEP standards, due to the nature of the area. The existing noise characteristics within the area are representative of a residential setting and are influenced by auto traffic on the surround county arterial roads. Typical daytime noise levels of residential communities range from 45 to 50 dBA (decibel). As the general project area is low-density residential and accounts for a low volume of traffic, noise levels are minimal. Local traffic in the site vicinity is the primary on-site noise contributor. Lakehurst Naval Air Engineering Station (NAES) is located approximately 3 miles southwest of the project site. McGuire Air Force Base, Fort Dix and NAES have been combined to form a Joint Base in 2009. This consolidation has created an increase in the tempo of aviation operations at NAES by deployment of additional Air National Guard aircraft and adding Assault Landing Zone training for C-17 aircraft. An Air Installation Compatible Use Zone (AICUZ) Study completed in July 2013 determined the project site is not located within any noise zone areas.", "reading_order": 9 }, { "page": 6, "type": "TITLE", "location": { "l": 67.68, "t": 105.6, "r": 352.08, "b": 91.68 }, "text": "2.11 Cultural, Historical and Archaeological Resources", "reading_order": 10, "level": 2 }, { "page": 6, "type": "TEXT", "location": { "l": 67.2, "t": 89.52, "r": 542.16, "b": 58.08 }, "text": "Historic and archaeological resources may include objects, structures, shipwrecks, neighborhoods, districts, and manmade or man-modified features of the landscape and seascape,", "reading_order": 11 } ] }, { "page": 7, "items": [ { "page": 7, "type": "TEXT", "location": { "l": 71.76, "t": 723.12, "r": 548.64, "b": 692.64 }, "text": "including archaeological sites, which either are on or are eligible for inclusion on the State or National Register of Historic Places.", "reading_order": 0 }, { "page": 7, "type": "TEXT", "location": { "l": 70.8, "t": 675.6, "r": 547.92, "b": 645.12 }, "text": "The Site contains no structures or other previously developed features as evidenced by the issuance of the Certificate of Filing.", "reading_order": 1 }, { "page": 7, "type": "TITLE", "location": { "l": 71.52, "t": 629.04, "r": 158.88, "b": 614.64 }, "text": "2.12 Land Use", "reading_order": 2, "level": 2 }, { "page": 7, "type": "TEXT", "location": { "l": 106.32, "t": 612.24, "r": 396.96, "b": 597.36 }, "text": "The site is currently residential, as are the surrounding lots.", "reading_order": 3 }, { "page": 7, "type": "TEXT", "location": { "l": 70.08, "t": 580.56, "r": 546.48, "b": 549.84 }, "text": "The Jackson Township Land Use and Development Ordinance (Chapter 109) maps the property as being within the R-1 Residential zone.", "reading_order": 4 }, { "page": 7, "type": "TEXT", "location": { "l": 68.88, "t": 533.04, "r": 546.48, "b": 408 }, "text": "The maximum permitted residential density is 3.0 dwelling units per acre per the Pinelands CMP per the certified Jackson Township Land Use Ordinance. The purchase Pinelands Development Credits (PDC's) is required for 30% of the market single family dwelling units. It is also required to construct affordable housing in accordance with Ordinance 22-17 and the Township Fair Share Housing Plan. The affordable housing units must comprise 20% of the total number of residential units and can be developed in multi-family buildings containing no more than 4 units per building. The project proposes a density of 2.9 units per acre with 20% of the residential units to be affordable housing units.", "reading_order": 5 }, { "page": 7, "type": "TEXT", "location": { "l": 69.36, "t": 406.56, "r": 519.36, "b": 391.2 }, "text": "The project is consistent with the Jackson Township Zoning Ordinance and Pinelands CMP.", "reading_order": 6 }, { "page": 7, "type": "TITLE", "location": { "l": 69.36, "t": 375.6, "r": 165.12, "b": 361.2 }, "text": "2.13 Air Quality", "reading_order": 7, "level": 2 }, { "page": 7, "type": "TEXT", "location": { "l": 68.88, "t": 359.28, "r": 544.08, "b": 311.04 }, "text": "The subject property lies within a residential setting of Jackson Township and is zone RG-2. There are no point sources of air pollution within or surrounding the subject property, including fossil-fueled electric power generating plants, industrial boilers or processing plants.", "reading_order": 8 }, { "page": 7, "type": "TEXT", "location": { "l": 67.44, "t": 295.68, "r": 544.32, "b": 217.2 }, "text": "The NJDEP, Bureau of Air Monitoring maintains two (2) air quality monitoring stations in Ocean County (the Colliers Mills Fish & Wildlife Management Area Station and the Toms River Elementary School Station) and a station in Burlington County (at the Lebanon State Forest). The Colliers Mills station is in close proximity to the site and is indicative of the ambient air quality in the \"northern coastal region\" of New Jersey.", "reading_order": 9 }, { "page": 7, "type": "TEXT", "location": { "l": 67.2, "t": 200.4, "r": 543.6, "b": 153.36 }, "text": "The tables from the NJDEP, Bureau of Air Monitoring 2000 Air Quality Report describes the ambient air quality monitoring results of the monitoring stations. As indicated in the table, the air quality standards for the State are generally good at the three stations.", "reading_order": 10 }, { "page": 7, "type": "TEXT", "location": { "l": 66.72, "t": 137.28, "r": 543.36, "b": 73.92 }, "text": "Due to the residential nature of the project proposed, the most significant potential air quality impact would arise from carbon monoxide vehicle emissions. Localized increases typically occur at places of vehicular concentration and delays, such as intersections. The project proposes to distribute traffic by constructed access points to each of the three county roads which surround the site.", "reading_order": 11 } ] }, { "page": 8, "items": [ { "page": 8, "type": "TITLE", "location": { "l": 73.68, "t": 722.64, "r": 394.08, "b": 707.04 }, "text": "3.0 ENVIRONMENTAL IMPACT STATEMENT", "reading_order": 0, "level": 1 }, { "page": 8, "type": "TEXT", "location": { "l": 108.48, "t": 688.56, "r": 549.12, "b": 625.2 }, "text": "The Jackson Township Ordinance regarding preparation and content of an Environmental Impact Statement requires an assessment of both adverse and positive impacts of the proposed activity. These impacts have been previously addressed within the site description and inventory. The following brief list of impacts is provided in summary:", "reading_order": 1 }, { "page": 8, "type": "TITLE", "location": { "l": 108.48, "t": 609.12, "r": 302.16, "b": 595.92 }, "text": "a. Soil Erosion and Sedimentation", "reading_order": 2, "level": 3 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 108.72, "t": 593.52, "r": 547.68, "b": 484.56 }, "text": "Runoff shall be directed to catch basins and a collection system for sedimentation control and direction to small scale infiltration basins. No erosion in anticipated along the roadways since the project proposes granite block curbing to stabilize the edge of pavement. The proposed development shall be reviewed by the Ocean County Soil Conservation District and complies with their standards. All disturbed areas not occupied by improvements such as roads and houses will be vegetatively stabilized as required by the certified plan.", "list_id": "L1", "level": 0, "reading_order": 3 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 106.56, "t": 483.36, "r": 199.92, "b": 469.44 }, "text": "Floodplain", "marker": "b.", "list_id": "L1", "level": 0, "items": [ { "page": 8, "type": "LIST_ITEM", "location": { "l": 140.4, "t": 466.8, "r": 546.24, "b": 435.36 }, "text": "Regulated floodplain or riparian buffer areas are not located on the project site. No development activities are proposed within any floodplain or riparian buffer areas.", "list_id": "L1", "level": 1, "reading_order": 0 } ], "reading_order": 4 }, { "page": 8, "type": "LIST_ITEM", "location": { "l": 106.56, "t": 435.12, "r": 217.44, "b": 421.68 }, "text": "Surface Water", "marker": "c.", "list_id": "L1", "level": 0, "reading_order": 5 }, { "page": 8, "type": "TEXT", "location": { "l": 133.44, "t": 418.8, "r": 544.8, "b": 294 }, "text": "There are no surface waters located on or in close proximity to the project site. Potential impacts to off-site surface waters are not anticipated as a result of the development and several mitigation measures have been incorporated in site design so that impacts to surface waters are avoided. These features include preservation of woodland, especially the wetlands and associated buffers; stormwater management techniques, including the use of on-site retention basin for water quality; implementation of property soil conservation service practices during construction; and revegetation.", "reading_order": 6 }, { "page": 8, "type": "TEXT", "location": { "l": 139.92, "t": 292.32, "r": 545.04, "b": 166.56 }, "text": "Once the project is constructed, the type of pollutants associated with runoff anticipated from the residences includes lawn fertilizer, driveway salt, and minor fuel oil residue on pavement areas. The site is to be graded so that stormwater runoff will be directed to on-site retention basins, as well as towards on-site woodland areas. It is anticipated that the grassed area over which the runoff will flow will serve to detain sediments and pollutant from reaching downstream surface waters. No further exacerbated soil erosion is expected since off-site runoff will not be generated. Significant adverse impacts to the surface water quality are not anticipated.", "reading_order": 7 }, { "page": 8, "type": "TEXT", "location": { "l": 139.2, "t": 165.84, "r": 543.36, "b": 103.92 }, "text": "All management of increased stormwater runoff complies with the Pinelands Comprehensive Management Plan Stormwater Management Regulations (NJAC 7:50-6.84). The use of the multiple small scale infiltration basins also serve to provide water quality and flood control.", "reading_order": 8 }, { "page": 8, "type": "TITLE", "location": { "l": 103.44, "t": 103.2, "r": 214.8, "b": 89.28 }, "text": "d. Ground Water", "reading_order": 9, "level": 2 }, { "page": 8, "type": "TEXT", "location": { "l": 137.28, "t": 86.88, "r": 543.6, "b": 54.72 }, "text": "Significant subsurface disruption will not occur and major impacts to groundwater resources are not anticipated. Each of the residential lots will be serviced by existing", "reading_order": 10 } ] }, { "page": 9, "items": [ { "page": 9, "type": "TEXT", "location": { "l": 144, "t": 723.36, "r": 549.12, "b": 677.76 }, "text": "public water supplies. All small scale infiltration basins are situated to prevent stormwater infiltration from occurring until it is no less than two (2) feet above seasonal high water.", "reading_order": 0 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 108, "t": 675.36, "r": 279.36, "b": 661.92 }, "text": "Ground Water Capabilities", "marker": "e.", "list_id": "L1", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 116.88, "t": 660, "r": 446.64, "b": 644.4 }, "text": "The project will be serviced by existing public water supplies.", "list_id": "L1", "level": 1, "reading_order": 0 } ], "reading_order": 1 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 108, "t": 644.4, "r": 231.6, "b": 630.24 }, "text": "Sewage Disposal", "marker": "f.", "list_id": "L1", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 139.92, "t": 628.08, "r": 364.56, "b": 613.92 }, "text": "The project will be serviced by public sewer.", "list_id": "L1", "level": 1, "reading_order": 0 } ], "reading_order": 2 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 107.28, "t": 612.24, "r": 252.48, "b": 598.08 }, "text": "Solid Waste Disposal", "marker": "g.", "list_id": "L1", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 140.4, "t": 596.16, "r": 547.44, "b": 486.48 }, "text": "Construction All solid waste generated during tree removal activities shall be recycled by creating mulch or firewood for reuse, as appropriate and market conditions dictate. All solid waste generated during construction such as lumber, paper, etc. will be collected in dumpsters located on the site and disposed of in a manner consistent with local ordinances and the Ocean County Recycling Plan. Care will be taken to ensure that all construction debris is collected frequently to prevent any temporary adverse impacts such as windblown movement.", "marker": "1.", "list_id": "L1", "level": 1, "reading_order": 0 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 141.36, "t": 485.52, "r": 545.28, "b": 440.88 }, "text": "Residences Solid waste generated by the homes will be collected, recycled and disposed of in a manner consistent with local ordinances and the Ocean County Recycling Plan.", "marker": "2.", "list_id": "L1", "level": 1, "reading_order": 1 } ], "reading_order": 3 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 105.12, "t": 438.72, "r": 200.16, "b": 424.8 }, "text": "Vegetation", "marker": "h.", "list_id": "L1", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 128.88, "t": 422.4, "r": 542.88, "b": 376.8 }, "text": "All forest vegetation has been removed for the existing development with scattered trees currently existing as planted by the homeowners. These existing trees will be removed for the project.", "list_id": "L1", "level": 1, "reading_order": 0 } ], "reading_order": 4 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 104.88, "t": 375.36, "r": 229.68, "b": 361.2 }, "text": "Wildlife Habitats", "marker": "i.", "list_id": "L1", "level": 0, "reading_order": 5 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 110.16, "t": 359.28, "r": 543.84, "b": 330 }, "text": "No wildlife habitat will be disturbed by the project. No critical wildlife habitats are located on the site.", "list_id": "L1", "level": 0, "reading_order": 6 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 103.2, "t": 327.84, "r": 283.92, "b": 312.96 }, "text": "Scenic and Historic Features", "marker": "j.", "list_id": "L1", "level": 0, "items": [ { "page": 9, "type": "LIST_ITEM", "location": { "l": 114.24, "t": 311.52, "r": 345.84, "b": 297.84 }, "text": "No scenic or historic features exist onsite.", "list_id": "L1", "level": 1, "reading_order": 0 } ], "reading_order": 7 }, { "page": 9, "type": "LIST_ITEM", "location": { "l": 104.16, "t": 296.16, "r": 201.36, "b": 282.48 }, "text": "Air Quality", "marker": "k.", "list_id": "L1", "level": 0, "reading_order": 8 }, { "page": 9, "type": "TEXT", "location": { "l": 135.12, "t": 279.6, "r": 543.6, "b": 202.32 }, "text": "Decreased air quality because of air-borne dust associated with the proposed construction activities is a projected short-term impact. Methods to control soil erosion and sediment control will be implemented in order to minimize air quality degradation. Long-term degradation of air quality as a result of an increase in traffic is not expected.", "reading_order": 9 }, { "page": 9, "type": "TEXT", "location": { "l": 137.76, "t": 200.16, "r": 543.36, "b": 107.04 }, "text": "The project proposes to construct a roadway accessing the site from two (2) county roads. Increased traffic volume could potentially impact ambient air quality. Air quality impacts typically arise from traffic delays. No delays entering or exiting the site are anticipated. The proposed project by itself is not anticipated to result in a significant impact on ambient air quality. A Traffic Impact Study has been completed by McDonough, Rea & Associates.", "reading_order": 10 }, { "page": 9, "type": "TITLE", "location": { "l": 103.2, "t": 106.08, "r": 172.8, "b": 92.4 }, "text": "L Noise", "reading_order": 11, "level": 2 }, { "page": 9, "type": "TEXT", "location": { "l": 137.28, "t": 90, "r": 541.44, "b": 58.32 }, "text": "Projected noise levels, as a result of the proposed development, is not anticipated to increase ambient noise levels above NJDEP standards as described in Section 2.10.", "reading_order": 12 } ] }, { "page": 10, "items": [ { "page": 10, "type": "TEXT", "location": { "l": 143.52, "t": 723.12, "r": 548.88, "b": 677.52 }, "text": "The noise levels during construction will be temporarily increased but are subject to regulatory constraints such as maximum noise levels and permissible construction times.", "reading_order": 0 }, { "page": 10, "type": "TITLE", "location": { "l": 107.76, "t": 659.76, "r": 238.56, "b": 646.08 }, "text": "m. Energy Utilization", "reading_order": 1, "level": 2 }, { "page": 10, "type": "TEXT", "location": { "l": 136.08, "t": 643.68, "r": 546.96, "b": 613.92 }, "text": "The proposed development is designed so as to include energy conservation fixtures and measures, as appropriate.", "reading_order": 2 }, { "page": 10, "type": "TEXT", "location": { "l": 107.04, "t": 612, "r": 231.12, "b": 598.32 }, "text": "n. Wetland Impacts", "reading_order": 3 }, { "page": 10, "type": "TEXT", "location": { "l": 139.44, "t": 596.64, "r": 546.24, "b": 580.56 }, "text": "No development is proposed within any Freshwater Wetland or Wetland Buffers.", "reading_order": 4 } ] }, { "page": 11, "items": [ { "page": 11, "type": "TITLE", "location": { "l": 73.2, "t": 722.64, "r": 437.76, "b": 707.04 }, "text": "4.0 ENVIRONMENTAL PERFORMANCE CONTROLS", "reading_order": 0, "level": 1 }, { "page": 11, "type": "TEXT", "location": { "l": 107.04, "t": 688.08, "r": 547.44, "b": 640.8 }, "text": "As discussed in the previous sections, various measures have been taken in design preparation to avoid or minimize potential adverse environmental impacts. These measures are specifically addressed for individual resource items (i.e., water quality).", "reading_order": 1 }, { "page": 11, "type": "TEXT", "location": { "l": 107.04, "t": 624.96, "r": 546.48, "b": 594.96 }, "text": "In general, the following steps have been taken in order to avoid or minimize adverse environmental impacts:", "reading_order": 2 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 143.28, "t": 578.16, "r": 545.76, "b": 546.96 }, "text": "Utilization of public water and sewer facilities to service the proposed homes to protect water quality and minimize groundwater withdrawal impacts.", "marker": "1.", "list_id": "L2", "level": 0, "reading_order": 3 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 141.6, "t": 546, "r": 546.72, "b": 499.44 }, "text": "The small scale infiltration basins for recharge of runoff and filtering of stormwater runoff pollutants to minimize water quality and flood control impacts to ground water and surface waters.", "marker": "2.", "list_id": "L2", "level": 0, "reading_order": 4 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 141.6, "t": 483.12, "r": 527.76, "b": 467.28 }, "text": "As stated above, details of these steps are provided within the previous section.", "list_id": "L2", "level": 0, "reading_order": 5 }, { "page": 11, "type": "TITLE", "location": { "l": 70.32, "t": 435.6, "r": 538.56, "b": 418.8 }, "text": "5.0 COMMITMENT OF RESOURCES AND UNAVOIDABLE IMPACTS", "reading_order": 6, "level": 2 }, { "page": 11, "type": "TEXT", "location": { "l": 104.16, "t": 401.04, "r": 543.6, "b": 369.6 }, "text": "The applicant and its consultants have made every effort possible to design and plan this residential community in concert with the existing and surrounding natural resources.", "reading_order": 7 }, { "page": 11, "type": "TEXT", "location": { "l": 104.16, "t": 353.28, "r": 544.8, "b": 322.8 }, "text": "The project will require the following irreversible and irretrievable commitment of resources as well as produce the following unavoidable impacts:", "reading_order": 8 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 145.2, "t": 306, "r": 542.4, "b": 275.28 }, "text": "Increased utilization of municipal services such as solid waste disposal, recycling, water supply and schools by potential population increase.", "marker": "1.", "list_id": "L3", "level": 0, "reading_order": 9 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 144.48, "t": 273.84, "r": 499.68, "b": 259.44 }, "text": "Increased utilization of energy such as electricity and natural gas.", "marker": "2.", "list_id": "L3", "level": 0, "reading_order": 10 }, { "page": 11, "type": "LIST_ITEM", "location": { "l": 144.24, "t": 258.24, "r": 410.88, "b": 244.08 }, "text": "Decrease in air quality due to increased traffic.", "marker": "3.", "list_id": "L3", "level": 0, "reading_order": 11 }, { "page": 11, "type": "TEXT", "location": { "l": 103.2, "t": 226.8, "r": 541.68, "b": 195.84 }, "text": "Compliance with all state, local and municipal regulations shall be demonstrated by the necessity to obtain all required approvals prior to the commencement of construction.", "reading_order": 12 } ] }, { "page": 12, "items": [ { "page": 12, "type": "TEXT", "location": { "l": 74.4, "t": 722.4, "r": 94.56, "b": 708.72 }, "text": "6.0", "reading_order": 0 }, { "page": 12, "type": "TEXT", "location": { "l": 107.28, "t": 687.6, "r": 548.4, "b": 642 }, "text": "The alternatives to the proposed project are \"no build\" which would deny each property owner the lawful use of the land as permitted by Jackson Township Master Plan and Zoning Regulations.", "reading_order": 1 }, { "page": 12, "type": "TEXT", "location": { "l": 106.56, "t": 624.48, "r": 547.68, "b": 561.36 }, "text": "The stormwater management system meets the criteria for green infrastructure, water quality, groundwater recharge and flood control. All alternative design alternatives were investigated in consideration of the existing site limitations (i.e. depth to groundwater, topography). The proposed design provides the best stormwater management.", "reading_order": 2 }, { "page": 12, "type": "TEXT", "location": { "l": 106.08, "t": 545.28, "r": 547.44, "b": 482.4 }, "text": "After reviewing a variety of alternatives permitted under the Land Use Ordinances, it was determined that the project, as proposed, will have a lessened impact on the site, surrounding properties and the Township as a whole. The mitigating measures included in the site design should offset any potential adverse impact associated with the project.", "reading_order": 3 } ] }, { "page": 13, "items": [ { "page": 13, "type": "TITLE", "location": { "l": 73.92, "t": 722.88, "r": 332.16, "b": 707.52 }, "text": "7.0 OTHER REQUIRED APPROVALS", "reading_order": 0, "level": 2 }, { "page": 13, "type": "TEXT", "location": { "l": 107.52, "t": 688.32, "r": 547.92, "b": 640.8 }, "text": "The following Table 7.0-5 lists all applicable licenses, permits and approvals required by Federal, State, and County and Municipal law, to the best of our knowledge. Copies of each approval will be provided to Jackson Township when received.", "reading_order": 1 }, { "page": 13, "type": "TITLE", "location": { "l": 166.8, "t": 607.92, "r": 491.04, "b": 579.12 }, "text": "TABLE 8.0-1\nLIST OF ALL APPLICABLE APPROVALS AND PERMITS", "reading_order": 2, "level": 2 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 569.28, "r": 523.44, "b": 551.0933 }, "text": "Permit/Approval Required", "reading_order": 3 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 551.0933, "r": 523.44, "b": 532.9067 }, "text": "Federal - None No", "reading_order": 4 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 532.9067, "r": 523.44, "b": 514.72 }, "text": "State -", "reading_order": 5 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 514.72, "r": 523.44, "b": 496.5333 }, "text": "Pinelands Commission No", "reading_order": 6 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 496.5333, "r": 523.44, "b": 369.2267 }, "text": "NJDEP - CAFRA No", "reading_order": 7 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 478.3467, "r": 523.44, "b": 460.16 }, "text": "Wetlands No", "reading_order": 8 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 460.16, "r": 523.44, "b": 441.9733 }, "text": "Stream Encroachment No", "reading_order": 9 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 441.9733, "r": 523.44, "b": 423.7867 }, "text": "Sewer Extension No", "reading_order": 10 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 423.7867, "r": 523.44, "b": 405.6 }, "text": "Water Quality Certification No", "reading_order": 11 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 405.6, "r": 523.44, "b": 387.4133 }, "text": "Water Extension No", "reading_order": 12 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 387.4133, "r": 523.44, "b": 369.2267 }, "text": "Well Permits No", "reading_order": 13 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 369.2267, "r": 523.44, "b": 332.8533 }, "text": "NJDOT - Drainage No", "reading_order": 14 }, { "page": 13, "type": "TEXT", "location": { "l": 247.76, "t": 351.04, "r": 523.44, "b": 332.8533 }, "text": "Access No", "reading_order": 15 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 332.8533, "r": 523.44, "b": 314.6667 }, "text": "County (Ocean)", "reading_order": 16 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 314.6667, "r": 523.44, "b": 296.48 }, "text": "Preliminary Approval Yes", "reading_order": 17 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 296.48, "r": 523.44, "b": 278.2933 }, "text": "Final Approval Yes", "reading_order": 18 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 278.2933, "r": 523.44, "b": 260.1067 }, "text": "OCUA (Sewage Authority) Yes", "reading_order": 19 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 260.1067, "r": 523.44, "b": 241.92 }, "text": "SCD Soil Erosion (Ocean) Yes", "reading_order": 20 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 241.92, "r": 523.44, "b": 223.7333 }, "text": "Health Dept. (Well & Septic) No", "reading_order": 21 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 223.7333, "r": 523.44, "b": 205.5467 }, "text": "Health Dept. (Site Plan) Yes", "reading_order": 22 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 205.5467, "r": 523.44, "b": 187.36 }, "text": "Municipal (Jackson)", "reading_order": 23 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 109.92, "t": 187.36, "r": 523.44, "b": 169.1733 }, "text": "Jackson MUA - Preliminary Yes", "list_id": "L4", "level": 0, "reading_order": 24 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 109.92, "t": 169.1733, "r": 523.44, "b": 150.9867 }, "text": "Tentative Yes", "marker": "-", "list_id": "L4", "level": 0, "reading_order": 25 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 109.92, "t": 150.9867, "r": 523.44, "b": 132.8 }, "text": "Final Yes", "marker": "-", "list_id": "L4", "level": 0, "reading_order": 26 }, { "page": 13, "type": "LIST_ITEM", "location": { "l": 109.92, "t": 132.8, "r": 523.44, "b": 114.6133 }, "text": "Tree Permit Yes", "list_id": "L4", "level": 0, "reading_order": 27 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 114.6133, "r": 523.44, "b": 96.4267 }, "text": "Environmental Commission Yes", "reading_order": 28 }, { "page": 13, "type": "TEXT", "location": { "l": 109.92, "t": 96.4267, "r": 523.44, "b": 78.24 }, "text": "Bureau of Fire Prevention Yes", "reading_order": 29 } ] }, { "page": 14, "items": [ { "page": 14, "type": "FIGURE", "location": { "l": 23.04, "t": 770.64, "r": 582.48, "b": 18.24 }, "text": "", "reading_order": 0 }, { "page": 14, "type": "TEXT", "location": { "l": 42.72, "t": 315.6, "r": 97.44, "b": 301.44 }, "text": "odmere", "reading_order": 1 }, { "page": 14, "type": "TEXT", "location": { "l": 259.2, "t": 151.2, "r": 337.44, "b": 140.4 }, "text": "SCALE IN FEET", "reading_order": 2 }, { "page": 14, "type": "TEXT", "location": { "l": 49.2, "t": 111.6, "r": 266.64, "b": 26.64 }, "text": "
PROFESSIONAL DESIGN SERVICES, L.L.C.
CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701PHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400
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