IDENTIFIERS

  • Current Taxon Name (Soil Name): Ebbets
  • OSD
  • Series Extent
  • User Site ID: S2011NY085002
  • User Pedon ID: S2011NY085002
  • Vegetation Plot ID: S2011NY085002
  • Lab Information:
  • Certified Lab Pedon Description - yes
  • Lab Source ID - SSL
  • Lab Pedon # - 11N8654
  • NCSS Pedon Lab Data NASIS Record ID - 58676
  • Print Date: 11/24/2024

    • LOCATION

  • Location In Web Soil Survey
  • AOI is roughly a square mile and pedon is marked in the center.
  • Location in SoilWeb
  • Location in Google Maps
  • Std. Latitude: 40.4995861
  • Std. Longitude: -74.2450917
  • Datum: WGS84
  • Location Description: Conference House Park, Staten Island NY
  • Map Unit: ELUA—Ebbets-Laguardia-Urban land complex, 0 to 3 percent slopes
  • State: New York
  • County: NY085—Richmond
  • MLRA: 149B—Long Island-Cape Cod Coastal Lowland
  • Regional Office: NE—Northeast
  • MLRA Soil Survey Area: NE-TOL—Tolland, Connecticut
  • Non-MLRA Soil Survey Area: NY085—Richmond County, New York
  • 7.5 Minute USGS Quad: 40074-D2—Keyport, New Jersey

    • PEDON

  • Describers Name: Rob Tunstead, Donald Parizek, Rich Shaw, Marissa Theve, Mike Wilson, Debbie Surabian
  • Current Taxonomic Class: Loamy, mixed, superactive, mesic, shallow Typic Eutrudepts
  • Current Taxon Kind: taxadjunct
  • Pedon Type: taxadjunct to the series
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: PedonPC
  • Correlated Information:
  • Soil Name - Ebbets
  • PSC - 0 to 35 cm.
  • Classificaton Date - 6/21/2013
  • Classifier - Jacob Isleib
  • Soil Taxonomic Edition - eleventh edition
  • Moisture Class - udic
  • Moisture Subclass - typic
  • Sampled As Information:
  • Soil Name - Ebbets
  • Classificaton Date - 6/23/2011
  • Dynamic Soil Properties:
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no
  • Certification Status: certified
  • QC Status: level 1


    • SITE

  • Parent Material: human transported material
  • Landscape: upland
  • Anthropogenic Feature: fill
  • Geomorphic Component Flats: talf
  • Slope Complexity: simple
  • Slope Shape Across: linear
  • Slope Shape Down: convex
  • Drainage Class: well
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 6/23/2011 (actual site observation date)
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - grass/herbaceous cover
  • Site Obs. Cover Kind 2 - other grass/herbaceous cover
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Current Weather - overcast
  • Current Air Temp - 23
    • Vegetation Plot Plants
    Plant Symbol Scientific Name National Vernacular Name Plant Type Group Canopy Cover % Vegetation Stata Level

    BROMU

    FESTU

    JUCO6

    JUNCU

    QUERC

    Bromus

    Festuca

    Juniperus communis

    Juncus

    Quercus

    brome

    fescue

    common juniper

    rush

    oak

    —

    —

    —

    —

    —

    —

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    —

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    Pedon Restrictions
    Kind Hardness Restriction Depth L-H Restriction Thickness L-RV-H
    cm

    densic material

    densic material

    —

    —

    35 - 109

    130 - 179

    - 74 -

    - 49 -

    Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    ochric epipedon

    cambic horizon

    densic contact

    0—10

    10—35

    35—

    —10—

    —25—

    —-
    Setting and Climate
    Slope Slope Length USLE Upslope Length Elev. Corr. Elev Aspect MAP REAP FFD MAAT MSAT MWAT MAST MSST MWST MFFP PE Index Climate Station ID Climate Station Name Climate Station Type
    % m degrees mm mm C mm

    0

    —

    —

    3.7

    —

    —

    —

    —

    —

    —

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    ^Au—0 to 10 centimeters (0.0 to 3.9 inches); very dark grayish brown (10YR 3/2) gravelly sandy loam; 15 percent clay; moderate fine granular, and moderate medium granular structure; friable; 16 percent by volume nonflat 2-39-75 millimeter unspecified fragments; 2 percent by volume equidimensional subangular 20-47-74 millimeter bitumen (asphalt) and 4 percent by volume equidimensional subangular 20-47-74 millimeter concrete; slightly alkaline, pH 7.7. Lab sample # 11N09207; moist when described; observed in pit, small
    ^Bwu1—10 to 23 centimeters (3.9 to 9.1 inches); dark brown (7.5YR 3/2) very gravelly-artifactual sandy loam; 15 percent clay; weak medium subangular blocky parts to weak medium granular structure; friable; 19 percent by volume nonflat 2-39-75 millimeter unspecified fragments; 1 percent by volume equidimensional subangular cohesive 2-39-75 millimeter brick and 1 percent by volume equidimensional angular cohesive 2-39-75 millimeter plastic and 1 percent by volume equidimensional subangular cohesive 2-47-75 millimeter bitumen (asphalt) and 17 percent by volume equidimensional subangular cohesive 2-47-75 millimeter concrete; strong effervescence; slightly alkaline, pH 7.8. Lab sample # 11N09208, 11N41599, 11N41600, 11N41601, 11N41602, 11N41603; moist when described; observed in pit, small
    ^Bwu2—23 to 35 centimeters (9.1 to 13.8 inches); 70 percent brown (7.5YR 4/3) and 30 percent very dark brown (10YR 2/2) very gravelly-artifactual sandy loam; 15 percent clay; weak medium subangular blocky structure; friable; 13 percent by volume nonflat 2-39-75 millimeter unspecified fragments; 4 percent by volume equidimensional subangular 2-47-75 millimeter bitumen (asphalt) and 7 percent by volume equidimensional subangular 2-162-75 millimeter concrete and 4 percent by volume equidimensional subangular 2-47-75 millimeter concrete; slight effervescence, by hcl, 1n; moderately alkaline, pH 8.2. Lab sample # 11N09209; moist when described; observed in pit, small
    ^Cdu1—35 to 84 centimeters (13.8 to 33.1 inches); dark reddish brown (5YR 3/3) very gravelly-artifactual sandy loam; 18 percent clay; massive; very firm; 3 percent distinct dark reddish brown (5YR 3/3) clay films; 28 percent by volume nonflat 2-39-75 millimeter unspecified fragments; 5 percent by volume equidimensional subangular 20-47-74 millimeter bitumen (asphalt) and 10 percent by volume equidimensional subangular 20-47-74 millimeter concrete; slight effervescence, by hcl, 1n; moderately alkaline, pH 7.9. Lab sample # 11N09210; moist when described; observed in pit, small
    ^Cdu2—84 to 109 centimeters (33.1 to 42.9 inches); reddish brown (5YR 4/3) very gravelly-artifactual sandy loam; 20 percent clay; massive; firm; 3 percent distinct reddish brown (5YR 4/3) clay films; 29 percent by volume nonflat 2-39-75 millimeter unspecified fragments; 5 percent by volume equidimensional subangular 20-47-74 millimeter concrete and 8 percent by volume equidimensional subangular 20-47-74 millimeter bitumen (asphalt); very slight effervescence; moderately alkaline, pH 7.9. Lab sample # 11N09211; moist when described; observed in pit, small
    ^Cu—109 to 130 centimeters (42.9 to 51.2 inches); dark reddish brown (5YR 3/2) gravelly-artifactual sandy loam; 21 percent clay; massive; friable; 26 percent by volume nonflat 2-39-75 millimeter unspecified fragments; 3 percent by volume equidimensional subangular 20-47-74 millimeter concrete and 5 percent by volume equidimensional subangular 20-47-74 millimeter bitumen (asphalt); very slight effervescence; slightly alkaline, pH 7.8. Lab sample # 11N09212; moist when described; observed in auger, bucket
    2Cd—130 to 179 centimeters (51.2 to 70.5 inches); reddish brown (2.5YR 4/4) gravelly loam; 26 percent clay; massive; firm; 8 percent distinct reddish brown (2.5YR 4/4) clay films; medium faint yellowish red (5YR 4/6) masses of oxidized iron and medium distinct very dark brown (10YR 2/2) masses of oxidized iron; 13 percent by volume nonflat subrounded 2-39-75 millimeter unspecified fragments; slightly acid, pH 6.3. Lab sample # 11N09213; moist when described; observed in auger, bucket