IDENTIFIERS

  • Current Taxon Name (Soil Name): Ebbets
  • OSD
  • Series Extent
  • User Site ID: S2009NY081001
  • User Pedon ID: S2009NY081001
  • Lab Information:
  • Certified Lab Pedon Description - yes
  • Lab Source ID - SSL
  • Lab Pedon # - 09N0889
  • NCSS Pedon Lab Data NASIS Record ID - 24014
  • Print Date: 11/21/2024

    • 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: 40.7496917
  • Std. Longitude: -73.8242694
  • Datum: WGS84
  • Map Unit: LEA—Laguardia-Ebbets complex, 0 to 3 percent slopes
  • State: New York
  • County: NY081—Queens
  • MLRA: 149B—Long Island-Cape Cod Coastal Lowland
  • MLRA Soil Survey Area: NE-TOL—Tolland, Connecticut
  • Non-MLRA Soil Survey Area: NY081—Queens County, New York

    • PEDON

  • Describers Name: Richard Shaw
  • Current Taxonomic Class: Coarse-loamy, pauciartifactic, mixed, active, nonacid, mesic Anthropic Udorthents
  • Current Taxon Kind: series
  • Pedon Type: OSD pedon
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: PedonPC
  • Correlated Information:
  • Soil Name - Ebbets (flagged as OSD)
  • PSC - 25 to 100 cm.
  • Classificaton Date - 3/21/2017
  • Soil Taxonomic Edition - twelfth edition
  • Moisture Class - udic
  • Moisture Subclass - typic
  • Sampled As Information:
  • Soil Name - Ebbets
  • Classificaton Date - 4/27/2009
  • Dynamic Soil Properties:
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


    • SITE

  • Parent Material: human transported material
  • Anthropogenic Feature: fill
  • Drainage Class: well
  • Flooding: none flooding
  • Ponding: none ponding
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 4/27/2009 (entry creation date)
  • Air Photo ID:
  • Surface Cover Properties:
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Yield Study ID -
  • Current Weather - overcast
    • Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    anthropic epipedon

    lithologic discontinuity

    0—69

    69—112

    —-

    —-
    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

    —

    —

    6.4

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    ^A—0 to 10 centimeters (0.0 to 3.9 inches); very dark grayish brown (10YR 3/2) fine sandy loam; weak medium granular structure; friable; 3.0 very fine roots and 6.0 medium roots and 3.0 fine roots; fragments; slightly acid, pH 6.3; clear smooth boundary. Lab sample # 09N03195; observed in pit, small
    ^AB—10 to 17 centimeters (3.9 to 6.7 inches); brown (10YR 4/3) sandy loam; weak medium subangular blocky parts to weak fine granular structure; friable; 0.5 medium roots and 0.5 fine roots; 15 percent by volume nonflat subangular indurated 2-38-75 millimeter mixed fragments; moderately acid, pH 5.8; clear wavy boundary. Lab sample # 09N03196; observed in pit, small
    ^Bw—17 to 31 centimeters (6.7 to 12.2 inches); dark yellowish brown (10YR 4/4) sandy loam; weak coarse subangular blocky structure; friable; 0.5 very fine roots and 0.5 fine roots; 5 percent by volume nonflat subangular indurated 2-38-75 millimeter mixed fragments; 2 percent by volume cohesive persistent nonpenetrable 75-162-250 millimeter concrete and 2 percent by volume cohesive persistent nonpenetrable 75-38-250 millimeter coal combustion byproducts and 2 percent by volume cohesive persistent nonpenetrable 75-162-250 millimeter potsherd and 2 percent by volume cohesive persistent nonpenetrable 75-162-250 millimeter glass; 10 percent krotovinas (volume percent); slightly acid, pH 6.3; clear smooth boundary. Lab sample # 09N03197; observed in pit, small
    ^Bwu—31 to 53 centimeters (12.2 to 20.9 inches); dark yellowish brown (10YR 4/4) highly organic gravelly artifactual sandy loam; weak coarse subangular blocky structure; friable; 0.5 fine roots; 13 percent by volume nonflat subangular indurated 2-38-75 millimeter mixed fragments; 2 percent by volume cohesive persistent nonpenetrable 2-38-75 millimeter concrete and 2 percent by volume cohesive persistent nonpenetrable 75-162-250 millimeter concrete and 5 percent by volume cohesive persistent nonpenetrable 250-425-600 millimeter concrete; slightly alkaline, pH 7.4; clear smooth boundary. Lab sample # 09N03845, 09N03848, 09N03846, 09N03849, 09N03844, 09N03847, 09N03850, 09N03198; observed in pit, small
    ^B'w—53 to 69 centimeters (20.9 to 27.2 inches); 65 percent brown (10YR 4/3) and 35 percent dark yellowish brown (10YR 4/6) highly organic sandy loam; moderate coarse subangular blocky structure; friable; 0.1 very fine roots; 10 percent distinct dark brown (10YR 3/3), moist, organic stains; ; 5 percent by volume nonflat subangular indurated 2-38-75 millimeter mixed fragments; neutral, pH 7.1; abrupt smooth boundary. Lab sample # 09N03851, 09N03854, 09N03855, 09N03852, 09N03853, 09N03199; observed in pit, small. discontinuous - phpvsfiid 473512; discontinuous - phpvsfiid 473512
    2^Cu1—69 to 90 centimeters (27.2 to 35.4 inches); very dark gray (10YR 3/1) highly organic very artifactual loamy sand; massive; friable; 3.0 very fine roots; 4 percent by volume nonflat subangular indurated 2-38-75 millimeter mixed fragments; 7 percent by volume cohesive persistent nonpenetrable 2-38-75 millimeter concrete and 10 percent by volume cohesive persistent nonpenetrable 250-425-600 millimeter concrete and 30 percent by volume cohesive persistent nonpenetrable 75-162-250 millimeter concrete; very slight effervescence; slightly alkaline, pH 7.7; clear smooth boundary. Lab sample # 09N03857, 09N03860, 09N03858, 09N03859, 09N03856, 09N03200; observed in pit, small
    2^Cu2—90 to 112 centimeters (35.4 to 44.1 inches); dark grayish brown (10YR 4/2) very artifactual loamy coarse sand; massive; friable; 6 percent by volume nonflat subangular indurated 2-38-75 millimeter mixed fragments; 3 percent by volume cohesive persistent nonpenetrable 2-38-75 millimeter coal combustion byproducts and 5 percent by volume cohesive persistent nonpenetrable 2-38-75 millimeter bitumen (asphalt) and 8 percent by volume cohesive persistent nonpenetrable 2-162-75 millimeter concrete and 3 percent by volume cohesive persistent nonpenetrable 2-38-75 millimeter concrete and 3 percent by volume cohesive persistent nonpenetrable 2-38-75 millimeter concrete; very slight effervescence; moderately alkaline, pH 8.0. Lab sample # 09N03865, 09N03862, 09N03866, 09N03863, 09N03861, 09N03864, 09N03201; observed in pit, small