IDENTIFIERS

  • Current Taxon Name (Soil Name): Dockery
  • OSD
  • Series Extent
  • User Site ID: 2003MO117045
  • User Pedon ID: 2003MO117045
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - MCL
  • Lab Pedon # - M0311745
  • NCSS Pedon Lab Data NASIS Record ID - 25425
  • Print Date: 5/19/2024
  • 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: 39.6922556
  • Std. Longitude: -93.2914111
  • Datum: WGS84
  • Township: T56N
  • Range: R21W
  • Section: 6
  • PLSS Details: 590 feet west and 1200 feet north of the southeast 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: GL, LG
  • Current Taxonomic Class: Fine, smectitic, superactive, nonacid, mesic Cumulic Vertic Endoaquolls
  • Current Taxon Kind: series
  • Pedon Type: map unit inclusion
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: Windows Pedon
  • Pedon #: 45
  • Sampled As Information:
  • Soil Name - Dockery
  • Taxonomic Class - Fine, smectitic, superactive, nonacid, mesic Cumulic Vertic Endoaquolls
  • PSC - 25 to 102 cm.
  • Classificaton Date - 8/12/2003
  • Soil Taxonomic Edition - second edition
  • Moisture Class - aquic
  • Moisture SUBClass - typic
  • Dynamic Soil Properties:
  • Erosion Class - 0
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


  • SITE

  • Parent Material: fine-silty loess derived from mixed
  • Landscape: hills
  • Landform: hillslope
  • Geomorphic Component Hills: interfluve
  • Slope Complexity: simple
  • Slope Shape Across: linear
  • Slope Shape Down: linear
  • Runoff: negligible
  • Drainage Class: poorly
  • Flooding: frequent flooding for brief periods
  • Ponding: none ponding
  • Geology: Holocene Stage formation.
  • Surface Fragments:
  • Benchmark Soil?: no
  • VEGETATION

    SITE OBSERVATION

  • Observation Date: 8/12/2003 (actual site observation date)
  • Air Photo ID: 39093f3ne
  • Surface Water Kind: flooded
  • Surface Water Depth: 15
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - grass/herbaceous cover
  • Site Obs. Cover Kind 2 - marshland
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Site Erosion Accelerated: water erosion
  • Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    cambic horizon

    48—140

    —92—

    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

    200.9

    270

    Ap—0 to 23 centimeters (0.0 to 9.1 inches); 70 percent very dark grayish brown (10YR 3/2) interior and 10 percent dark gray (10YR 4/1) interior and 10 percent very dark gray (10YR 3/1) interior and 10 percent dark grayish brown (10YR 4/2) interior silty clay; 0 percent sand; 53 percent silt; 47 percent clay; friable; 3.0 very fine and fine roots; 0.9 fine tubular pores; 1 percent medium faint irregular noncoherent cemented yellowish brown (10YR 5/8), 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 # MU002319; observed in pit, large or quarry
    A—23 to 48 centimeters (9.1 to 18.9 inches); very dark gray (10YR 3/1) interior silty clay; 2 percent sand; 40 percent silt; 58 percent clay; moderate medium subangular blocky structure; firm; 0.9 very fine roots and 3.0 fine roots; 3.0 fine tubular pores; 1 percent medium faint irregular noncoherent cemented dark red (2.5YR 3/6), 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. Lab sample # MU002320; observed in pit, large or quarry
    Bg1—48 to 76 centimeters (18.9 to 29.9 inches); very dark gray (10YR 3/1) interior clay; 4 percent sand; 40 percent silt; 56 percent clay; moderate medium subangular blocky structure; firm; 3.0 fine roots; 0.9 very fine tubular and 3.0 fine tubular pores; 1 percent medium faint irregular noncoherent cemented brown (7.5YR 4/4), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented brown (10YR 4/3), moist, iron depletions with clear boundaries in matrix; fragments; gradual smooth boundary. Lab sample # MU002321; observed in pit, large or quarry
    Bg2—76 to 107 centimeters (29.9 to 42.1 inches); dark gray (10YR 4/1) interior silty clay; 8 percent sand; 41 percent silt; 51 percent clay; moderate medium subangular blocky, and weak fine prismatic structure; firm; 3.0 fine roots; 0.9 very fine and fine tubular pores; 1 percent medium faint irregular noncoherent cemented dark yellowish brown (10YR 4/4), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented yellowish red (5YR 4/6), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU002322; observed in pit, large or quarry
    Bg3—107 to 140 centimeters (42.1 to 55.1 inches); 30 percent gray (10YR 5/1) interior and 70 percent dark gray (10YR 4/1) interior clay; 6 percent sand; 34 percent silt; 60 percent clay; moderate medium subangular blocky, and weak fine prismatic structure; firm; 0.9 fine roots; 0.9 very fine and fine tubular pores; 1 percent medium faint irregular noncoherent cemented strong brown (7.5YR 5/8), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented yellowish brown (10YR 5/8), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented brownish yellow (10YR 6/8), moist, iron depletions with clear boundaries in matrix; fragments; gradual smooth boundary. Lab sample # MU002323; observed in pit, large or quarry
    C1—140 to 175 centimeters (55.1 to 68.9 inches); gray (10YR 5/1) interior clay; 8 percent sand; 33 percent silt; 59 percent clay; massive; very firm; 0.9 fine roots; 0.9 very fine tubular pores; 2 percent distinct dark gray (10YR 4/1), moist, organic stains; 1 percent medium faint irregular noncoherent cemented yellowish brown (10YR 5/8), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented strong brown (7.5YR 5/8), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented yellowish red (5YR 5/8), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU002324; observed in pit, large or quarry
    C2—175 to 216 centimeters (68.9 to 85.0 inches); 10 percent 2.5Y 3/0 (2.5Y 3/0) interior and 30 percent gray (10YR 6/1) interior and 60 percent gray (10YR 5/1) interior clay; 9 percent sand; 35 percent silt; 56 percent clay; massive; very firm; 0.9 very fine tubular pores; 1 percent medium faint irregular noncoherent cemented yellowish brown (10YR 5/8), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented strong brown (7.5YR 5/6), moist, iron depletions with clear boundaries in matrix; fragments. Lab sample # MU002325; observed in pit, large or quarry