IDENTIFIERS

  • Current Taxon Name (Soil Name): Laguardia
  • OSD
  • Series Extent
  • User Site ID: S2009NY005002
  • User Pedon ID: S2009NY005002
  • Lab Information:
  • Certified Lab Pedon Description - yes
  • Lab Source ID - SSL
  • Lab Pedon # - 09N0886
  • NCSS Pedon Lab Data NASIS Record ID - 24011
  • 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: 40.8188500
  • Std. Longitude: -73.8771694
  • Datum: WGS84
  • Map Unit: LaAs—Laguardia artifactual coarse sandy loam, 0 to 3 percent slopes, very stony
  • State: New York
  • County: NY005—Bronx
  • MLRA: 144A—New England and Eastern New York Upland, Southern Part
  • MLRA Soil Survey Area: NE-TOL—Tolland, Connecticut
  • Non-MLRA Soil Survey Area: NY005—Bronx County, New York
  • PEDON

  • Describers Name: Richard Shaw
  • Current Taxonomic Class: Loamy-skeletal, artifactic, mixed, superactive, calcareous, mesic Anthropic Udorthents
  • Current Taxon Kind: taxadjunct
  • Pedon Type: taxadjunct to the series
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: PedonPC
  • Correlated Information:
  • Soil Name - Laguardia
  • PSC - 25 to 100 cm.
  • Classificaton Date - 1/15/2016
  • Classifier - Jacob Isleib
  • Soil Taxonomic Edition - twelfth edition
  • Moisture Class - udic
  • Moisture Subclass - typic
  • Sampled As Information:
  • Soil Name - Laguardia
  • Classificaton Date - 4/27/2009
  • Dynamic Soil Properties:
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


  • SITE

  • Parent Material: loamy-skeletal, artifactual human transported material
  • Landform: tidal marsh
  • Anthropogenic Feature: fill
  • Drainage Class: well
  • Flooding: none flooding
  • Ponding: none ponding
  • Surface Fragments:
  • Benchmark Soil?: yes
  • 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 -
  • Pedon Horizon Lab Results - 1
    Horizon Top Depth Bottom Depth Sample ID Data Collector Total Clay CaCO3 Clay Total Silt Fine Silt Co. Silt Total Sand Total Sand Method VC Sand Co. Sand Med. Sand Fine Sand VF Sand VF Sand Method Texture Class - Field Lab Rubbed Fiber Unrubbed Fiber pH H2O
    cm cm % % % % % % % % % % % % %

    ^Au1

    ^Au2

    ^Cu1

    ^Cu2

    ^Cu3

    0

    12

    23

    37

    61

    12

    23

    37

    61

    102

    Pedon Horizon Lab Results - 2
    Horizon Top Depth Bottom Depth Sample ID pH CaCl2 pH NaF pH Ox Delta pH LL PL PI Atter. Samp. Cond. COLE Pot. Acidity Ca + Mg - Meh 2 K Ca + Mg - Sat. Paste KCl Extract. Acidity Base Sat. - Meh 2 CEC-7 CEC-8.2
    cm cm % % % cm/cm meq/100g cmol(+)/kg cmol(+)/kg mmol(+)/l cmol(+)/kg % cmol(+)/kg cmol(+)/kg

    ^Au1

    ^Au2

    ^Cu1

    ^Cu2

    ^Cu3

    0

    12

    23

    37

    61

    12

    23

    37

    61

    102

    Pedon Horizon Lab Results - 3
    Horizon Top Depth Bottom Depth Sample ID ECEC Phosphate P NO3-N EC EC Method EC 1:5 by volume CaCO3 Equiv. Equiv. Gypsum Na SAR Gypsum Req. Humic Color Fulvic Color Humic + Fulvic Color Al PI Pyro. Hue PyrO. Value Pyro. Chroma
    cm cm cmol(+)/kg mg/kg mg/kg dS/m dS/m % % mmol(+)/l % L-pcu/g L-pcu/g L-pcu/g %

    ^Au1

    ^Au2

    ^Cu1

    ^Cu2

    ^Cu3

    0

    12

    23

    37

    61

    12

    23

    37

    61

    102

    2

    5

    4

    7

    12

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

    ochric epipedon

    0—23

    —23—

    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

    1

    6

    ^Au1—0 to 12 centimeters (0.0 to 4.7 inches); very dark grayish brown (10YR 3/2) coarse sandy loam; moderate medium granular structure; friable; 3.0 very fine roots and 6.0 medium roots and 3.0 fine roots; 2 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 3 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments; 1 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick and 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of glass; slightly alkaline, pH 7.4, pH meter; clear smooth boundary. Lab sample # 09N03173
    ^Au2—12 to 23 centimeters (4.7 to 9.1 inches); 80 percent very dark grayish brown (10YR 3/2) and 20 percent brown (10YR 4/3) coarse sandy loam; moderate medium granular structure; friable; 3.0 medium roots and 3.0 fine roots; 7 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 10 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments; 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of glass and 3 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick and 7 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter noxious artifacts of bitumen (asphalt); slightly alkaline, pH 7.4, pH meter; clear smooth boundary. Lab sample # 09N03174
    ^Cu1—23 to 37 centimeters (9.1 to 14.6 inches); dark grayish brown (10YR 4/2) artifactual sandy loam; weak medium subangular blocky structure; friable; 3.0 fine roots; 2.0 medium tubular pores; 5 percent by volume nonflat subangular indurated 75-162-250 millimeter mixed fragments and 7 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 11 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments; 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of glass and 1 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter noxious artifacts of bitumen (asphalt) and 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick and 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick; very slight effervescence; moderately alkaline, pH 8.0, pH meter; clear smooth boundary. Lab sample # 09N03835, 09N03836, 09N03837, 09N03838, 09N03175
    ^Cu2—37 to 61 centimeters (14.6 to 24.0 inches); 85 percent dark grayish brown (10YR 4/2) and 15 percent dark yellowish brown (10YR 4/4) very artifactual sandy loam; 2 percent dark yellowish brown (10YR 4/6) fine distinct mottles; massive; friable; 0.5 very fine roots; 6 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments and 9 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 10 percent by volume nonflat subangular indurated 250-425-600 millimeter mixed fragments and 31 percent by volume nonflat subangular indurated 75-162-250 millimeter mixed fragments; 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter noxious artifacts of bitumen (asphalt) and 5 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-11-249 millimeter innocuous artifacts of brick and 7 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of concrete and 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of concrete and 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of brick; strong effervescence; moderately alkaline, pH 8.1, pH meter; clear wavy boundary. Lab sample # 09N03176
    ^Cu3—61 to 102 centimeters (24.0 to 40.2 inches); 60 percent light olive brown (2.5Y 5/3) and 40 percent dark grayish brown (2.5Y 4/2) highly organic extremely artifactual coarse sandy loam; 2 percent dark yellowish brown (10YR 4/6) fine prominent and 7 percent olive yellow (2.5Y 6/6) fine distinct mottles; massive parts to weak medium granular; friable; 0.5 fine roots; 5 percent by volume nonflat subangular indurated 75-162-250 millimeter mixed fragments and 6 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 12 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments and 40 percent by volume nonflat subangular indurated 250-425-600 millimeter mixed fragments; 2 percent by volume irregular angular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of metal and 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-11-249 millimeter innocuous artifacts of concrete and 3 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of brick and 2 percent by volume irregular angular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of brick and 2 percent by volume irregular angular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of concrete; violent effervescence; moderately alkaline, pH 8.0, pH meter. Lab sample # 09N03839, 09N03840, 09N03841, 09N03842, 09N03843, 09N03177