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PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS APPENDIX J Wetland Identification and Delineation Report

APPENDIX J Wetland Identification and Delineation Report

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Page 1: APPENDIX J Wetland Identification and Delineation Report

PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS

APPENDIX J Wetland Identification and Delineation

Report

Page 2: APPENDIX J Wetland Identification and Delineation Report
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PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS

J-i

Contents

Wetland Identification and Delineation Report ................................ J-1 J.1 INTRODUCTION ....................................................................................................................... J-1 J.2 STUDY AREA ............................................................................................................................ J-1 J.3 METHODS ................................................................................................................................. J-1 J.4 RESULTS .................................................................................................................................. J-2 J.5 REFERENCES .......................................................................................................................... J-3

Appendices APPENDIX A: PROJECT LOCATION AND SITE MAP APPENDIX B: UNITED STATES GEOLOGICAL SURVEY (USGS) MAP APPENDIX C: SOIL SURVEY GEOGRAPHIC DATABASE (SSURGO) CUSTOM SOIL RESOURCE

REPORT APPENDIX D: NATIONAL WETLAND INVENTORY (NWI) MAPPED WETLANDS APPENDIX E: NOVEMBER 2007 AS-BUILT PLANS APPENDIX F: FIELD DELINEATED NATURAL RESOURCE MAPS APPENDIX G: WETLAND DETERMINATION DATA FORMS APPENDIX H: PHOTO LOG

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PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS

J-1

Wetland Identification and Delineation Report

J.1 INTRODUCTION

The New York State Department of Transportation (NYSDOT), in cooperation with the Federal Highway Administration (FHWA), is progressing the Van Wyck Expressway (I-678) Capacity and Access Improvements to John F. Kennedy Airport Project (the Project), located on the Van Wyck Expressway (VWE) between the Kew Gardens Interchange (KGI) and John F. Kennedy (JFK) Airport in Queens County, New York. This report summarizes the results of a routine wetland determination, which resulted in the identification of one wetland area within the confines of the Nassau Expressway eastbound to VWE northbound off-ramp loop. The anticipated federal and/or state jurisdiction of the identified wetland is discussed further in this report.

J.2 STUDY AREA

The Study Area for wetland resources extends 500 feet from the Project limits of disturbance. The Study Area consists of an existing transportation corridor containing major highways, exit and entrance ramps, and associated bridge structures (Appendix A). Existing land use is considered urbanized and densely-developed. According to the New York State Department of Environmental Conservation (NYSDEC) map of New York State Watersheds, the Study Area is within the Atlantic Ocean/Long Island Sound watershed. Topography within the Study Area ranges from 10 to 100 feet (NGVD 29) and is relatively flat. Topography within the Study Area gently slopes towards the KGI north of Queens Boulevard as it crosses over the VWE, and gently slopes towards Federal Circle to the south. Localized topography within the Study Area generally reflects existing transportation facilities.

J.3 METHODS

A routine wetland determination was performed in accordance with the 1987 Corps of Engineers Wetlands Delineation Manual and the 2012 Regional Supplement to the U.S. Army Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region, Version 2.0. A combination of a desktop assessment and field reconnaissance was employed as part of determination efforts. The desktop assessment included a review of aerial photography (2018), United States Geological Survey topographic maps for Jamaica, NY (1994) (Appendix B), the Natural Resources Conservation Service Soil Survey Geographic Database (SSURGO) Web Soil Survey (accessed April 2018) (Appendix C), the United States Fish & Wildlife Service National Wetland Inventory (NWI) Mapper (last updated August 2017) (Appendix D), and the Index of New York State Regulatory Freshwater Wetlands Map (2013) via the NYSDEC Environmental Resource Mapper (ERM).

Subsequent to the desktop assessment, field reconnaissance was performed by qualified staff on April 19, 2018. In accordance with the 1987 USACE Manual methodology, the following three diagnostic parameters were evaluated during the field reconnaissance: hydrophytic vegetation, hydric soils, and wetland hydrology. The wetland indicator status of observed vegetation was identified using the

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Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS PIN X735.82 APPENDIX J. WETLAND IDENTIFICATION AND DELINEATION REPORT

J-2

National Wetland Plant List (Lichvar, 2016). Soil indicators were determined by using the Munsell®

Color Soil Chart and the NRCS Field Indicators of Hydric Soils in the United States Version 8.1 (2017).

Based on the results of the desktop assessment, field reconnaissance delineation activities were performed within the confines of the Nassau Expressway eastbound to VWE northbound off-ramp loop. Two data points (UDD-1 and WDP-1) were installed during the field reconnaissance to evaluate the presence or absence of diagnostic parameters within the potential wetland and upland area. A handheld Trimble R1 GNSS Receiver, Global Positioning System (GPS) was used by scientists to collect spatial data.

J.4 RESULTS

Results of the desktop analysis indicated the presence of one potential palustrine emergent, persistent, seasonally flooded (PEM1C) wetland located within the confines of the Nassau Expressway eastbound to VWE northbound off-ramp loop, according to the NWI. A review of topographic maps, aerial photos, and the NYSDEC ERM indicated that there are no streams, rivers, or surface water bodies within the Study Area. A review of the SSURGO Hydric Rating by Map Unit Report indicated all soils within the Study Area are considered well drained and have a soil rating of “not hydric.” As-Built plans (Appendix E), dated November 2007, were reviewed and did not identify any underground drainage pipe or utilities that might connect the site to other water resources. In addition, NYSDEC Freshwater Wetlands Maps did not depict any state jurisdictional wetlands or jurisdictional adjacent areas within or proximal to the Study Area. No other NWI or NYSDEC mapped wetlands were identified during the desktop assessment within the Study Area. No surface waters or Waters of the United States were depicted on any NWI mapping or observed during field delineation activities.

The April 2018 field reconnaissance resulted in the evaluation of one 0.3 acre (12,925 square feet) area within the confines of the Nassau Expressway eastbound to VWE northbound off-ramp loop (Appendix F).

Hydrophytic vegetation was present at data point WDP-1. The dominant hydrophytic vegetation is Phragmites australis (common reed) in the herb stratum. This invasive species is a vigorous plant species that outcompetes other native vegetation. One Acer negundo (box elder) specimen was documented as part of data point WDP-1. The plant community documented by data point WDP-1 passed the Dominance Test, as more than 50% of the dominant plant species across all vegetation strata were rated OBL, FACW, or FAC. It should be noted that common reed was documented for data point UDP-1 within the upland area, as well, and its presence is attributed to habitat ubiquity.

Hydric soils were present at data point WDP-1. Data point WDP-1 was installed to a depth of 20 inches below grade. The top 1 inch of soil was composed of dark, decomposing organic matter with eight-inches of clay loam below (1 to 8 inches below grade). The bottom 12 inches (8 to 20 inches below grade) were composed of a sandy, gravel material with a depleted matrix and redoximorphic features (5%). Redox concentrations of manganese were present within soils 8 to 20 inches below grade (Appendix G). Hydric soils were not observed in soils within 20 inches below grade collected from data point UDP-1 (Appendix G). The area and various soil core samples were photographed and are included at the end of this document (Appendix H).

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PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS APPENDIX J. WETLAND IDENTIFICATION AND DELINEATION REPORT

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Wetland hydrology was not present within the area during the April 2018 field reconnaissance. No primary indicators of wetlands hydrology were present at data point WDP-1 and within the area. The area was documented as exhibiting one secondary hydrology indicator, Geomorphic Position (D2). A rain event with precipitation of 0.69 inches of rainfall had occurred in the last 24 hours prior to field delineation activities; however, no saturated soils, high water table, or surface water were observed during field reconnaissance. As stated in the 2012 Regional Supplement to the U.S. Army Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region, Version 2.0, in the absence of a primary indicator, two or more secondary indicators are required to conclude that wetland hydrology is present. Due to the lack of primary and additional secondary indicators, it was concluded that wetland hydrology is not present in the area.

No drainage features, storm drains, or pipes connecting the area were observed. In addition, the field team noted that the off-ramp loop was entirely curbed, an indication that impervious surface runoff from the adjacent roadways does not have a direct connection to the area. Due to the lack of hydrologic connections, it is inferred that wetland hydrology is controlled by the frequency and degree of intensity of precipitation events. Overland flow to the area is restricted to the upland areas within the confines of the Nassau Expressway eastbound to VWE northbound off-ramp loop. No surface water systems or Waters of the United States were identified during the April 2018 field delineation. This potential wetland appears to be isolated.

Based on the USACE Wetlands Functions and Values Highway: Methodology Workbook Supplement this area serves floodflow alteration (storage & desynchronization) and groundwater recharge functions and has value as an aesthetic/open space (visual quality).

Based on the results of the April 2018 field reconnaissance, the area does not meet the USACE definition of a wetland due to lack of wetland hydrology. In addition, the area appears to be isolated and is not connected to any Waters of the United States. Therefore, the area is not subject to federal regulation under Section 404.

The area is not mapped as a State regulated wetland under Article 24 Freshwater Wetlands Act. Based on a review of existing mapping and aerial photography and confirmed by the field delineation, the closest NYSDEC jurisdictional freshwater wetland is situated approximately one mile northeast of the subject wetland; therefore, the area would not fall under NYSDEC jurisdiction.

J.5 REFERENCES

United States Army Corps of Engineers, Engineer Research and Development Center. 2016. The National Wetland Plant List: 2016 wetland ratings. Lichvar, R.W., D.L. Banks, W.N. Kirchner, and N.C. Melvin.

United States Army Corps of Engineers, Research and Development Center. 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: North Central and Northeast Region.

United States Army Corps of Engineers, Waterways Experiment Station. 1987. Corps of Engineers Wetlands Delineation Manual. Environmental Laboratory.

United States Department of Agriculture, Natural Resources Conservation Service. 2016. Field Indicators of Hydric Soils in the United States, Version 8.0. L.M. Vasilas, G.W. Hurt, and J.F. Berkowitz (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils.

United States, Fish and Wildlife Service. 1979. Classification of Wetlands and Deepwater Habitats of the United States. L.M. Cowardin and V. Carter.

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APPENDIX A:PROJECT LOCATION AND SITE MAP

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Belt Pkwy

JFK E

xpres

sway

§¦678

¬«27N Conduit Ave

S Conduit Ave

Nassau Expy

Cargo Servic

e Rd

Study Area

John F. Kennedy Airport

Study Area

PROJECT LOCATION AND SITE MAPVAN WYCK EXPRESSWAY (I-678)

CAPACITY & ACCESS IMPROVEMENTS TO JOHN F. KENNEDY AIRPORT PROJECT

QUEENS COUNTY, NEW YORK

0 0.1 0.20.05 Miles

OWSP USA Inc1 EAST PRATT STREET SUITE 300BALTIMORE, MD 21202(410) 727-5050

NEW YORK DEPARTMENT OF TRANSPORATION

MAY 2018

O

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APPENDIX B:UNITED STATES GEOLOGICAL SURVEY (USGS) MAP

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Belt Pkwy

JFK E

xpres

sway

§¦678

¬«27N Conduit Ave

S Conduit Ave

Nassau Expy

Cargo Servic

e Rd

Study Area

UNITED STATES GEOLOGICAL SURVEY MAPVAN WYCK EXPRESSWAY (I-678)

CAPACITY & ACCESS IMPROVEMENTS TO JOHN F. KENNEDY AIRPORT PROJECT

QUEENS COUNTY, NEW YORK

0 0.1 0.20.05 Miles

O

WSP USA Inc1 EAST PRATT STREET SUITE 300BALTIMORE, MD 21202(410) 727-5050

NEW YORK DEPARTMENT OF TRANSPORATION

MAY 2018

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APPENDIX C:SOIL SURVEY GEOGRAPHIC DATABASE (SSURGO) CUSTOM

SOIL RESOURCE REPORT

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United StatesDepartment ofAgriculture

A product of the NationalCooperative Soil Survey,a joint effort of the UnitedStates Department ofAgriculture and otherFederal agencies, Stateagencies including theAgricultural ExperimentStations, and localparticipants

Custom Soil Resource Report for

Queens County, New York

NaturalResourcesConservationService

May 7, 2018

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PrefaceSoil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment.

Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations.

Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?cid=nrcs142p2_053951).

Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations.

The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey.

Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information.

The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require

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alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.

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ContentsPreface.................................................................................................................... 2How Soil Surveys Are Made..................................................................................5Soil Map.................................................................................................................. 8

Soil Map................................................................................................................9Legend................................................................................................................10Map Unit Legend................................................................................................ 11Map Unit Descriptions.........................................................................................11

Queens County, New York.............................................................................. 13GUC—Greenbelt-Urban land complex, 8 to 15 percent slopes.................. 13LUB—Laguardia-Urban land complex, 3 to 8 percent slopes..................... 15

Soil Information for All Uses...............................................................................18Suitabilities and Limitations for Use....................................................................18

Land Classifications........................................................................................ 18Hydric Rating by Map Unit...........................................................................18

References............................................................................................................23

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How Soil Surveys Are MadeSoil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity.

Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA.

The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape.

Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries.

Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil

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scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research.

The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas.

Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape.

Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties.

While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil.

Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date.

After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and

Custom Soil Resource Report

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identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately.

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Soil MapThe soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit.

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9

Custom Soil Resource ReportSoil Map

4502

020

4502

060

4502

100

4502

140

4502

180

4502

220

4502

260

4502

300

4502

340

4502

020

4502

060

4502

100

4502

140

4502

180

4502

220

4502

260

4502

300

4502

340

601250 601290 601330 601370 601410 601450 601490

601250 601290 601330 601370 601410 601450 601490

40° 39' 57'' N73

° 4

8' 8

'' W40° 39' 57'' N

73° 4

7' 5

6'' W

40° 39' 45'' N

73° 4

8' 8

'' W

40° 39' 45'' N

73° 4

7' 5

6'' W

N

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 50 100 200 300

Feet0 25 50 100 150

MetersMap Scale: 1:1,750 if printed on A portrait (8.5" x 11") sheet.

Soil Map may not be valid at this scale.

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MAP LEGEND MAP INFORMATION

Area of Interest (AOI)Area of Interest (AOI)

SoilsSoil Map Unit Polygons

Soil Map Unit Lines

Soil Map Unit Points

Special Point FeaturesBlowout

Borrow Pit

Clay Spot

Closed Depression

Gravel Pit

Gravelly Spot

Landfill

Lava Flow

Marsh or swamp

Mine or Quarry

Miscellaneous Water

Perennial Water

Rock Outcrop

Saline Spot

Sandy Spot

Severely Eroded Spot

Sinkhole

Slide or Slip

Sodic Spot

Spoil Area

Stony Spot

Very Stony Spot

Wet Spot

Other

Special Line Features

Water FeaturesStreams and Canals

TransportationRails

Interstate Highways

US Routes

Major Roads

Local Roads

BackgroundAerial Photography

The soil surveys that comprise your AOI were mapped at 1:12,000.

Warning: Soil Map may not be valid at this scale.

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.

Please rely on the bar scale on each map sheet for map measurements.

Source of Map: Natural Resources Conservation ServiceWeb Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857)

Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.

Soil Survey Area: Queens County, New YorkSurvey Area Data: Version 7, Oct 8, 2017

Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Jul 23, 2014—Aug 15, 2014

The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.

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Map Unit Legend

Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI

GUC Greenbelt-Urban land complex, 8 to 15 percent slopes

7.2 50.7%

LUB Laguardia-Urban land complex, 3 to 8 percent slopes

7.0 49.3%

Totals for Area of Interest 14.3 100.0%

Map Unit DescriptionsThe map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit.

A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils.

Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape.

The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however,

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onsite investigation is needed to define and locate the soils and miscellaneous areas.

An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities.

Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement.

Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.

Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups.

A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.

An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.

An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.

Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.

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Queens County, New York

GUC—Greenbelt-Urban land complex, 8 to 15 percent slopes

Map Unit SettingNational map unit symbol: 2qf9sElevation: 0 to 350 feetMean annual precipitation: 40 to 52 inchesMean annual air temperature: 47 to 62 degrees FFrost-free period: 216 to 234 daysFarmland classification: Not prime farmland

Map Unit CompositionGreenbelt and similar soils: 60 percentUrban land, till substratum: 25 percentMinor components: 15 percentEstimates are based on observations, descriptions, and transects of the mapunit.

Description of Greenbelt

SettingLandform position (two-dimensional): Summit, backslope, footslopeLandform position (three-dimensional): Crest, side slope, base slope, talfDown-slope shape: Linear, convexAcross-slope shape: Linear, convexParent material: Loamy human-transported material

Typical profile^A - 0 to 5 inches: loam^Bw1 - 5 to 16 inches: loam^Bw2 - 16 to 30 inches: loam^C - 30 to 79 inches: sandy loam

Properties and qualitiesSlope: 8 to 15 percentDepth to restrictive feature: More than 80 inchesNatural drainage class: Well drainedRunoff class: MediumCapacity of the most limiting layer to transmit water (Ksat): Moderately high (0.43

to 1.42 in/hr)Depth to water table: More than 80 inchesFrequency of flooding: NoneFrequency of ponding: NoneCalcium carbonate, maximum in profile: 30 percentAvailable water storage in profile: Moderate (about 8.4 inches)

Interpretive groupsLand capability classification (irrigated): None specifiedLand capability classification (nonirrigated): 3eHydrologic Soil Group: BHydric soil rating: No

Description of Urban Land, Till Substratum

SettingLandform position (two-dimensional): Summit

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Landform position (three-dimensional): TalfDown-slope shape: LinearAcross-slope shape: LinearParent material: Asphalt over human-transported material

Typical profileM - 0 to 15 inches: cemented material2^C - 15 to 79 inches: gravelly sandy loam

Properties and qualitiesSlope: 0 to 15 percentDepth to restrictive feature: 0 inches to manufactured layerRunoff class: Very highCapacity of the most limiting layer to transmit water (Ksat): Very low (0.00 to 0.00

in/hr)Calcium carbonate, maximum in profile: 10 percentAvailable water storage in profile: Very low (about 0.0 inches)

Interpretive groupsLand capability classification (irrigated): None specifiedLand capability classification (nonirrigated): 8sHydric soil rating: Unranked

Minor Components

EbbetsPercent of map unit: 7 percentLandform position (two-dimensional): Summit, backslope, footslopeLandform position (three-dimensional): Side slope, crest, base slope, talfDown-slope shape: Linear, convexAcross-slope shape: Linear, convexHydric soil rating: No

LaguardiaPercent of map unit: 7 percentLandform position (two-dimensional): Summit, shoulder, backslope, footslope,

toeslopeLandform position (three-dimensional): Base slope, side slope, crest, rise, dip, talfDown-slope shape: Linear, convex, concaveAcross-slope shape: Linear, convex, concaveHydric soil rating: No

North meadowPercent of map unit: 1 percentLandform position (two-dimensional): Backslope, footslope, toeslopeLandform position (three-dimensional): Base slope, side slope, talfDown-slope shape: Linear, concaveAcross-slope shape: Linear, concaveHydric soil rating: No

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LUB—Laguardia-Urban land complex, 3 to 8 percent slopes

Map Unit SettingNational map unit symbol: 2r2yxElevation: 0 to 70 feetMean annual precipitation: 40 to 52 inchesMean annual air temperature: 47 to 62 degrees FFrost-free period: 216 to 234 daysFarmland classification: Not prime farmland

Map Unit CompositionLaguardia and similar soils: 60 percentUrban land, till substratum: 25 percentMinor components: 15 percentEstimates are based on observations, descriptions, and transects of the mapunit.

Description of Laguardia

SettingLandform position (two-dimensional): Backslope, footslope, toeslope, summit,

shoulderLandform position (three-dimensional): Base slope, side slope, crest, rise, dip, talfDown-slope shape: Linear, convex, concaveAcross-slope shape: Linear, convex, concaveParent material: Loamy-skeletal human-transported material

Typical profile^Au - 0 to 8 inches: cobbly-artifactual coarse sandy loam^BCu - 8 to 26 inches: very cobbly-artifactual coarse sandy loam^Cu - 26 to 79 inches: very cobbly-artifactual coarse sandy loam

Properties and qualitiesSlope: 3 to 8 percentDepth to restrictive feature: More than 80 inchesNatural drainage class: Well drainedRunoff class: MediumCapacity of the most limiting layer to transmit water (Ksat): Moderately low to

moderately high (0.01 to 1.42 in/hr)Depth to water table: More than 80 inchesFrequency of flooding: NoneFrequency of ponding: NoneCalcium carbonate, maximum in profile: 19 percentAvailable water storage in profile: Low (about 3.1 inches)

Interpretive groupsLand capability classification (irrigated): None specifiedLand capability classification (nonirrigated): 2eHydrologic Soil Group: CHydric soil rating: No

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Description of Urban Land, Till Substratum

SettingLandform position (two-dimensional): SummitLandform position (three-dimensional): TalfDown-slope shape: LinearAcross-slope shape: LinearParent material: Asphalt over human-transported material

Typical profileM - 0 to 15 inches: cemented material2^C - 15 to 79 inches: gravelly sandy loam

Properties and qualitiesSlope: 0 to 8 percentDepth to restrictive feature: 0 inches to manufactured layerRunoff class: Very highCapacity of the most limiting layer to transmit water (Ksat): Very low (0.00 to 0.00

in/hr)Calcium carbonate, maximum in profile: 10 percentAvailable water storage in profile: Very low (about 0.0 inches)

Interpretive groupsLand capability classification (irrigated): None specifiedLand capability classification (nonirrigated): 8sHydric soil rating: Unranked

Minor Components

EbbetsPercent of map unit: 7 percentLandform position (two-dimensional): Summit, backslope, footslopeLandform position (three-dimensional): Side slope, crest, base slope, talfDown-slope shape: Linear, convexAcross-slope shape: Linear, convexHydric soil rating: No

GreenbeltPercent of map unit: 7 percentLandform position (two-dimensional): Summit, backslope, footslopeLandform position (three-dimensional): Crest, side slope, base slope, talfDown-slope shape: Linear, convexAcross-slope shape: Linear, convexHydric soil rating: No

SecaucusPercent of map unit: 1 percentLandform position (two-dimensional): BackslopeLandform position (three-dimensional): Dip, talfDown-slope shape: LinearAcross-slope shape: ConcaveHydric soil rating: No

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Soil Information for All Uses

Suitabilities and Limitations for UseThe Suitabilities and Limitations for Use section includes various soil interpretations displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each interpretation.

Land Classifications

Land Classifications are specified land use and management groupings that are assigned to soil areas because combinations of soil have similar behavior for specified practices. Most are based on soil properties and other factors that directly influence the specific use of the soil. Example classifications include ecological site classification, farmland classification, irrigated and nonirrigated land capability classification, and hydric rating.

Hydric Rating by Map Unit

This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is rated based on its respective components and the percentage of each component within the map unit.

The thematic map is color coded based on the composition of hydric components. The five color classes are separated as 100 percent hydric components, 66 to 99 percent hydric components, 33 to 65 percent hydric components, 1 to 32 percent hydric components, and less than one percent hydric components.

In Web Soil Survey, the Summary by Map Unit table that is displayed below the map pane contains a column named 'Rating'. In this column the percentage of each map unit that is classified as hydric is displayed.

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Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (Federal Register, 1994). Under natural conditions, these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation.

The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands. The criteria used are selected estimated soil properties that are described in "Soil Taxonomy" (Soil Survey Staff, 1999) and "Keys to Soil Taxonomy" (Soil Survey Staff, 2006) and in the "Soil Survey Manual" (Soil Survey Division Staff, 1993).

If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field. These visible properties are indicators of hydric soils. The indicators used to make onsite determinations of hydric soils are specified in "Field Indicators of Hydric Soils in the United States" (Hurt and Vasilas, 2006).

References:

Federal Register. July 13, 1994. Changes in hydric soils of the United States.

Federal Register. September 18, 2002. Hydric soils of the United States.

Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18.

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436.

Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service.

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20

Custom Soil Resource ReportMap—Hydric Rating by Map Unit

4502

020

4502

060

4502

100

4502

140

4502

180

4502

220

4502

260

4502

300

4502

340

4502

020

4502

060

4502

100

4502

140

4502

180

4502

220

4502

260

4502

300

4502

340

601250 601290 601330 601370 601410 601450 601490

601250 601290 601330 601370 601410 601450 601490

40° 39' 57'' N73

° 4

8' 8

'' W40° 39' 57'' N

73° 4

7' 5

6'' W

40° 39' 45'' N

73° 4

8' 8

'' W

40° 39' 45'' N

73° 4

7' 5

6'' W

N

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 50 100 200 300

Feet0 25 50 100 150

MetersMap Scale: 1:1,750 if printed on A portrait (8.5" x 11") sheet.

Soil Map may not be valid at this scale.

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MAP LEGEND MAP INFORMATION

Area of Interest (AOI)Area of Interest (AOI)

SoilsSoil Rating Polygons

Hydric (100%)

Hydric (66 to 99%)

Hydric (33 to 65%)

Hydric (1 to 32%)

Not Hydric (0%)

Not rated or not available

Soil Rating LinesHydric (100%)

Hydric (66 to 99%)

Hydric (33 to 65%)

Hydric (1 to 32%)

Not Hydric (0%)

Not rated or not available

Soil Rating PointsHydric (100%)

Hydric (66 to 99%)

Hydric (33 to 65%)

Hydric (1 to 32%)

Not Hydric (0%)

Not rated or not available

Water FeaturesStreams and Canals

TransportationRails

Interstate Highways

US Routes

Major Roads

Local Roads

BackgroundAerial Photography

The soil surveys that comprise your AOI were mapped at 1:12,000.

Warning: Soil Map may not be valid at this scale.

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.

Please rely on the bar scale on each map sheet for map measurements.

Source of Map: Natural Resources Conservation ServiceWeb Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857)

Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.

Soil Survey Area: Queens County, New YorkSurvey Area Data: Version 7, Oct 8, 2017

Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Jul 23, 2014—Aug 15, 2014

The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.

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Table—Hydric Rating by Map Unit

Map unit symbol Map unit name Rating Acres in AOI Percent of AOI

GUC Greenbelt-Urban land complex, 8 to 15 percent slopes

0 7.2 50.7%

LUB Laguardia-Urban land complex, 3 to 8 percent slopes

0 7.0 49.3%

Totals for Area of Interest 14.3 100.0%

Rating Options—Hydric Rating by Map Unit

Aggregation Method: Percent Present

Component Percent Cutoff: None Specified

Tie-break Rule: Lower

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ReferencesAmerican Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00.

Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31.

Federal Register. July 13, 1994. Changes in hydric soils of the United States.

Federal Register. September 18, 2002. Hydric soils of the United States.

Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States.

National Research Council. 1995. Wetlands: Characteristics and boundaries.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_054262

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577

Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580

Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section.

United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1.

United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/home/?cid=nrcs142p2_053374

United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/landuse/rangepasture/?cid=stelprdb1043084

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United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/scientists/?cid=nrcs142p2_054242

United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053624

United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf

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APPENDIX D:NATIONAL WETLAND INVENTORY (NWI) MAPPED WETLANDS

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VAN WYCK EXPRESSWAY

U.S. Fish and Wildlife Service, National Standards and Support Team,[email protected]

WetlandsEstuarine and Marine Deepwater

Estuarine and Marine Wetland

Freshwater Emergent Wetland

Freshwater Forested/Shrub Wetland

Freshwater Pond

Lake

Other

Riverine

May 4, 2018

0 0.15 0.30.075 mi

0 0.25 0.50.125 km

1:9,517

This page was produced by the NWI mapperNational Wetlands Inventory (NWI)

This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site.

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APPENDIX E:NOVEMBER 2007 AS-BUILT PLANS

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APPENDIX F:FIELD DELINEATED NATURAL RESOURCE MAPS

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UV878 Nassau Expy

Van W

yck E

xpy

§¦678

WDP-1

UDP-1

NATURAL RESOURCE MAPVAN WYCK EXPRESSWAY (I-678)

CAPACITY & ACCESS IMPROVEMENTS TO JOHN F. KENNEDY AIRPORT PROJECT

QUEENS COUNTY, NEW YORK

WSP USA Inc1 EAST PRATT STREET SUITE 300BALTIMORE, MD 21202(410) 727-5050

NEW YORK DEPARTMENT OF TRANSPORATION

APRIL 2018revised July 2018

Study Area

#0 Upland Datapoint

$1 Wetland Datapoint

Delineated Area

N0 150 30075

Feet1 inch = 100 feet

Page 47: APPENDIX J Wetland Identification and Delineation Report

APPENDIX G:WETLAND DETERMINATION DATA FORMS

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US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0

WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region

Project/Site: City/County: Sampling Date:

Applicant/Owner: State: Sampling Point:

Investigator(s): Section, Township, Range:

Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):

Subregion (LRR or MLRA): Lat: Long: Datum:

Soil Map Unit Name: NWI classification:

Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)

Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No

Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)

SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.

Hydrophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Wetland Hydrology Present? Yes No

Is the Sampled Area within a Wetland? Yes No

If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.)

HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Water-Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B15) Dry-Season Water Table (C2) Water Marks (B1) Hydrogen Sulfide Odor (C1) Crayfish Burrows (C8) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (B5) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (B8) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe)

Wetland Hydrology Present? Yes No

Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:

Remarks:

Van Wyck Expressway Improvements Queens, New York 4/17/2018NYSDOT NY UDP-1

D. Simpson & K. Gehlbachnone none 0%

MLRA 149B of LRR S 40.664447 -73.800760 NYSPCS

LUB Laguardia-Urban land complex, 3 to 8 percent slopes N/A

X

X

x

xx x

x

xx

x

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US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0

VEGETATION – Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status

1.

2.

3.

4.

5.

6.

7.

= Total Cover

Sapling/Shrub Stratum (Plot size: )

1.

2.

3.

4.

5.

6.

7.

= Total Cover

Herb Stratum (Plot size: )

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

= Total Cover

Woody Vine Stratum (Plot size: )

1.

2.

3.

4.

= Total Cover

Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: (A/B)

Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B)

Prevalence Index = B/A =

Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is ≤3.01 4 - Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic.

Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vines – All woody vines greater than 3.28 ft in height.

Hydrophytic Vegetation Present? Yes No

Remarks: (Include photo numbers here or on a separate sheet.)

Ailanthus altissima 15 Y

Lonicera tatarica 5

Phragmites australis

Solidago sp. 3560

30 ft

30 ft

30 ft

Vitis sp.

30 ft

15 Y

20

95

15

YY

UDP-1

Soil sample taken within an exit ramp. Area covered in phragmites. Hydric soil not present in this location.

simpsonds
Text Box
Y
simpsonds
Text Box
5
simpsonds
Text Box
UPL
simpsonds
Text Box
NI
simpsonds
Text Box
Lonicera is FACU in other regions
simpsonds
Text Box
FACW
simpsonds
Text Box
NI
simpsonds
Text Box
1
simpsonds
Text Box
Vitis aestivalis
simpsonds
Text Box
FACU
simpsonds
Text Box
20
simpsonds
Text Box
X
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US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0

SOIL Sampling Point:

Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks

1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1) (LRR K, L) Dark Surface (S7) (LRR K, L) Stratified Layers (A5) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (A12) Redox Dark Surface (F6) Iron-Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (F21) Stripped Matrix (S6) Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type:

Depth (inches):

Hydric Soil Present? Yes No

Remarks:

0-6

6-8

8-10

10+

10YR 3/3

10YR 3/3

10YR 3/4

10 YR 3/4

10YR 3/3

100

50

100

50

100

silty clay loam

pebble

loamy sandsandy clay loam

loamy sand

x

UDP-1

Page 51: APPENDIX J Wetland Identification and Delineation Report

US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0

WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region

Project/Site: City/County: Sampling Date:

Applicant/Owner: State: Sampling Point:

Investigator(s): Section, Township, Range:

Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):

Subregion (LRR or MLRA): Lat: Long: Datum:

Soil Map Unit Name: NWI classification:

Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)

Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No

Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)

SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.

Hydrophytic Vegetation Present? Yes NoHydric Soil Present? Yes NoWetland Hydrology Present? Yes No

Is the Sampled Areawithin a Wetland? Yes No

If yes, optional Wetland Site ID:Remarks: (Explain alternative procedures here or in a separate report.)

HYDROLOGYWetland Hydrology Indicators: Secondary Indicators (minimum of two required)

Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (A1) Water-Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B15) Dry-Season Water Table (C2) Water Marks (B1) Hydrogen Sulfide Odor (C1) Crayfish Burrows (C8) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (D1) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (B5) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (B8) FAC-Neutral Test (D5)

Field Observations:Surface Water Present? Yes No Depth (inches):Water Table Present? Yes No Depth (inches):Saturation Present? Yes No Depth (inches):(includes capillary fringe)

Wetland Hydrology Present? Yes No

Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:

Remarks:

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Page 52: APPENDIX J Wetland Identification and Delineation Report

US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0

VEGETATION – Use scientific names of plants. Sampling Point:

Absolute Dominant IndicatorTree Stratum (Plot size: ) % Cover Species? Status

1.

2.

3.

4.

5.

6.

7.

= Total Cover

Sapling/Shrub Stratum (Plot size: )

1.

2.

3.

4.

5.

6.

7.

= Total Cover

Herb Stratum (Plot size: )

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

= Total Cover

Woody Vine Stratum (Plot size: )

1.

2.

3.

4.

= Total Cover

Dominance Test worksheet:Number of Dominant SpeciesThat Are OBL, FACW, or FAC: (A)

Total Number of DominantSpecies Across All Strata: (B)

Percent of Dominant SpeciesThat Are OBL, FACW, or FAC: (A/B)

Prevalence Index worksheet: Total % Cover of: Multiply by:OBL species x 1 =FACW species x 2 =FAC species x 3 =FACU species x 4 =UPL species x 5 =Column Totals: (A) (B)

Prevalence Index = B/A =

Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is 1

4 - Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet)

Problematic Hydrophytic Vegetation1 (Explain)

1Indicators of hydric soil and wetland hydrology mustbe present, unless disturbed or problematic.

Definitions of Vegetation Strata:

Tree – Woody plants 3 in. (7.6 cm) or more in diameterat breast height (DBH), regardless of height.

Sapling/shrub – Woody plants less than 3 in. DBHand greater than or equal to 3.28 ft (1 m) tall.

Herb – All herbaceous (non-woody) plants, regardlessof size, and woody plants less than 3.28 ft tall.

Woody vines – All woody vines greater than 3.28 ft inheight.

HydrophyticVegetationPresent? Yes No

Remarks: (Include photo numbers here or on a separate sheet.)

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WDP-1

Page 53: APPENDIX J Wetland Identification and Delineation Report

US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0

SOIL Sampling Point:

Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks

1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:

Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1) (LRR K, L) Dark Surface (S7) (LRR K, L) Stratified Layers (A5) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (A12) Redox Dark Surface (F6) Iron-Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (F21) Stripped Matrix (S6) Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) Other (Explain in Remarks)

3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic.Restrictive Layer (if observed): Type:

Depth (inches): Hydric Soil Present? Yes No

Remarks:

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WDP-1

Page 54: APPENDIX J Wetland Identification and Delineation Report
Page 55: APPENDIX J Wetland Identification and Delineation Report

APPENDIX H:PHOTO LOG

Page 56: APPENDIX J Wetland Identification and Delineation Report

WSP USA3rd Floor1 East Pratt StreetBaltimore, MD 21202

Tel.: +1 410 727-5050Fax: +1 410 727-4608wsp.com

PHOTO LOGPhoto documentation from field visit on April 17, 2018

Photo of 0.3-acre area investigated.Photo taken facing East while standing in the middle of the off-ramp loop.

Page 57: APPENDIX J Wetland Identification and Delineation Report

Page 2

Photo of UPD-1 soil core.

Photo of WDP-1 soil core.

Page 58: APPENDIX J Wetland Identification and Delineation Report

Page 3

Photo of WDP-1. Gravely soil texture.

Photo of WDP-1. Soil color.