IDENTIFIERS

  • Current Taxon Name (Soil Name): CARLOW
  • OSD
  • Series Extent
  • User Site ID: 2003MO117050
  • User Pedon ID: 2003MO117050
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - MCL
  • Lab Pedon # - M0311750
  • NCSS Pedon Lab Data NASIS Record ID - 25435
  • Print Date: 11/12/2024

    • 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: 39.6988833
  • Std. Longitude: -93.2961028
  • Datum: WGS84
  • Township: T56N
  • Range: R21W
  • Section: 6
  • PLSS Details: 2070 feet west and 1700 feet south of the northeast corner
  • Country: US—United States
  • State: Missouri
  • County: MO117—Livingston
  • MLRA: 107—Iowa and Missouri Deep Loess Hills
  • Non-MLRA Soil Survey Area: MO117—Livingston County, Missouri
  • 7.5 Minute USGS Quad: 39093-F3—Fountain Grove, Missouri

    • PEDON

  • Describers Name: Larry Gray, LeAnn Bullard, Greg Caldwell
  • Current Taxonomic Class: Fine, smectitic, superactive, nonacid, mesic Vertic Endoaquolls
  • Current Taxon Kind: series
  • Pedon Type: map unit inclusion
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: Windows Pedon
  • Pedon #: 50
  • Correlated Information:
  • Soil Name - CARLOW
  • PSC - 25 to 102 cm.
  • Classificaton Date - 4/11/2012
  • Soil Taxonomic Edition - ninth edition
  • Moisture Class - aquic
  • Moisture Subclass - typic
  • Sampled As Information:
  • Soil Name - Dockery
  • Classificaton Date - 8/11/2003
  • Dynamic Soil Properties:
  • Erosion Class - 0
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


    • SITE

  • Parent Material: clayey alluvium derived from mixed
  • Landscape: river valley
  • Landform: flood plain
  • Slope Complexity: simple
  • Slope Shape Across: linear
  • Slope Shape Down: linear
  • Runoff: negligible
  • Drainage Class: poorly
  • Flooding: frequent flooding for extremely brief periods
  • Ponding: frequent ponding for very brief periods
  • Geology: Holocene Stage formation.
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 8/11/2003 (actual site observation date)
  • Air Photo ID: 39093f3ne
  • Surface Water Kind: flooded
  • Surface Water Depth: 15
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - wetlands
  • Site Obs. Cover Kind 2 - hardwoods
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Site Erosion Accelerated: water erosion sheet
    • Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    mollic epipedon

    cambic horizon

    0—25

    25—213

    —25—

    —188—
    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

    5

    —

    —

    201.8

    —

    180

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    Ap—0 to 25 centimeters (0.0 to 9.8 inches); 40 percent dark brown (10YR 3/3) interior and 60 percent very dark grayish brown (10YR 3/2) interior silty clay; 2 percent sand; 41 percent silt; 58 percent clay; moderate fine subangular blocky, and moderate fine granular structure; firm; 3.0 very fine and fine roots and 0.9 medium roots; 7.0 very fine and fine tubular and 0.9 medium tubular pores; 1 percent medium faint irregular noncoherent cemented dark brown (7.5YR 3/4), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU002411; moist when described; observed in push tube
    Bg1—25 to 53 centimeters (9.8 to 20.9 inches); dark gray (10YR 4/1) interior clay; 3 percent sand; 40 percent silt; 58 percent clay; moderate medium subangular blocky structure; very firm; 0.9 very fine roots and 3.0 fine roots; 7.0 fine tubular pores; 1 percent medium faint irregular noncoherent cemented dark brown (7.5YR 3/4), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented brown (7.5YR 4/4), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary.; moist when described; observed in push tube
    Bg2—53 to 81 centimeters (20.9 to 31.9 inches); dark gray (10YR 4/1) interior silty clay; 4 percent sand; 52 percent silt; 44 percent clay; moderate medium subangular blocky structure; firm; 3.0 fine roots; 7.0 fine tubular pores; 2 percent faint gray (10YR 5/1), moist, silt coats; 1 percent medium faint irregular noncoherent cemented dark yellowish brown (10YR 4/6), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented strong brown (7.5YR 4/6), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU002413; moist when described; observed in push tube
    Bg3—81 to 135 centimeters (31.9 to 53.1 inches); very dark gray (10YR 3/1) interior silty clay loam; 5 percent sand; 56 percent silt; 39 percent clay; moderate fine prismatic structure; firm; 3.0 fine roots; 7.0 fine tubular pores; 2 percent distinct gray (10YR 6/1), moist, silt coats; 1 percent medium faint irregular noncoherent cemented dark yellowish brown (10YR 4/6), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU002414; moist when described; observed in push tube
    Bg4—135 to 155 centimeters (53.1 to 61.0 inches); very dark gray (10YR 3/1) interior silty clay; 8 percent sand; 45 percent silt; 48 percent clay; moderate fine prismatic structure; very firm; 0.9 fine roots; 0.9 fine tubular pores; 5 percent faint very dark gray (10YR 3/1), moist, pressure faces; 1 percent medium faint irregular noncoherent cemented strong brown (7.5YR 4/6), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU002416; moist when described; observed in push tube
    Bg5—155 to 213 centimeters (61.0 to 83.9 inches); dark gray (10YR 4/1) interior silty clay; 6 percent sand; 42 percent silt; 52 percent clay; weak fine prismatic structure; very firm; 0.9 fine tubular pores; 5 percent faint dark gray (10YR 4/1), moist, pressure faces; 1 percent medium faint irregular noncoherent cemented strong brown (7.5YR 4/6), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented dark yellowish brown (10YR 4/4), moist, iron depletions with clear boundaries in matrix; fragments. Lab sample # MU002417; moist when described; observed in push tube