IDENTIFIERS

  • Current Taxon Name (Soil Name): HATTON
  • OSD
  • Series Extent
  • User Site ID: 2005MO219051
  • User Pedon ID: 2005MO219051
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - MCL
  • Lab Pedon # - M0521951
  • NCSS Pedon Lab Data NASIS Record ID - 30352
  • 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: 38.7972222
  • Std. Longitude: -91.2811111
  • Datum: WGS84
  • Township: T47N
  • Range: R3W
  • Section: 32
  • PLSS Details: 800 feet and 932 feet from the North West corner
  • Location Description: Little Lost Creek C.A. north parking lot on Highway B.
  • Country: US—United States
  • State: Missouri
  • County: MO219—Warren
  • MLRA: 115—Central Mississippi Valley Wooded Slopes
  • Non-MLRA Soil Survey Area: MO603—Montgomery and Warren Counties, Missouri
  • 7.5 Minute USGS Quad: 38091-G3—Jonesburg, Missouri

    • PEDON

  • Describers Name: Greg Caldwell, Mike Chalfant
  • Current Taxonomic Class: Fine, smectitic, superactive, mesic Aquertic Hapludalfs
  • Current Taxon Kind: family
  • Pedon Type: within range of map unit
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: Missouri Pedon
  • Pedon #: 51
  • Sampled As Information:
  • Soil Name - HATTON
  • Taxonomic Class - Fine, smectitic, superactive, mesic Aquertic Hapludalfs
  • PSC - 5 to 56 cm.
  • Classificaton Date - 2/14/2005
  • Soil Taxonomic Edition - ninth edition
  • Moisture Class - udic
  • Moisture SUBClass - aquic
  • Dynamic Soil Properties:
  • Erosion Class - 2
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


    • SITE

  • Landscape: hills
  • Landform: ridge
  • Geomorphic Component Hills: interfluve
  • Hill Slope Profile: summit
  • Slope Position: upper third
  • Slope Complexity: simple
  • Slope Shape Across: convex
  • Slope Shape Down: linear
  • Runoff: medium
  • Drainage Class: moderately well
  • Flooding: none flooding
  • Ponding: none ponding
  • Bedrock: indurated slight weathered limestone, unspecified at 1016cm with 45 to <100 and a strike of 0 degrees and a dip of 0 to 0 degrees
  • Geology: Pre-illinoian Stage formation.
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 2/14/2005 (actual site observation date)
  • Air Photo ID: 38091g3se
  • Surface Water Kind: none observed
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - other
  • Site Obs. Cover Kind 2 - rural transportation
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Site Erosion Accelerated: water erosion rill
    • Pedon Restrictions
    Kind Hardness Restriction Depth L-H Restriction Thickness L-RV-H
    cm

    bedrock, lithic

    —

    1016 - 1016

    - 1 -

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

    ochric epipedon

    argillic horizon

    lithic contact

    0—5

    5—442

    1016—1016

    —5—

    —437—

    —1—
    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

    3

    —

    —

    274.3

    —

    270

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    C—0 to 5 centimeters (0.0 to 2.0 inches); very dark grayish brown (10YR 3/2) crushed silt loam; friable; 10.0 fine roots; 10.0 fine tubular pores; 3 percent by volume nonflat subangular indurated 2-?-75 millimeter limestone, unspecified fragments; abrupt smooth boundary.; observed in push tube
    Bt1—5 to 28 centimeters (2.0 to 11.0 inches); dark yellowish brown (10YR 4/4) broken face silty clay loam; moderate fine subangular blocky structure; firm; 3.0 fine roots; 3.0 fine tubular pores; 30 percent distinct brown (10YR 4/3), moist, clay films on all faces of peds; 1 percent medium faint irregular noncoherent cemented black (10YR 2/1), moist, iron depletions with clear boundaries in matrix; fragments; gradual smooth boundary. Lab sample # MU027118; observed in push tube
    Bt2—28 to 51 centimeters (11.0 to 20.1 inches); dark yellowish brown (10YR 4/4) crushed silty clay; moderate fine subangular blocky structure; firm; 3.0 fine roots; 3.0 fine tubular pores; 30 percent distinct dark grayish brown (10YR 4/2), moist, clay films on all faces of peds; 1 percent medium faint irregular noncoherent cemented grayish brown (10YR 5/2), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU027119; observed in push tube
    Bt3—51 to 69 centimeters (20.1 to 27.2 inches); 50 percent yellowish brown (10YR 5/4) crushed and 50 percent grayish brown (10YR 5/2) crushed silty clay loam; weak medium subangular blocky structure; firm; 3.0 fine roots; 3.0 fine tubular pores; 30 percent distinct dark grayish brown (10YR 4/2), moist, clay films on all faces of peds; 1 percent medium faint irregular noncoherent cemented yellowish brown (10YR 5/6), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented very dark brown (10YR 2/2), moist, iron depletions with clear boundaries in matrix; fragments; clear smooth boundary. Lab sample # MU027120; observed in push tube
    2Bt4—69 to 157 centimeters (27.2 to 61.8 inches); yellowish brown (10YR 5/6) crushed silt loam; weak fine subangular blocky, and weak medium prismatic structure; firm; 0.5 fine roots; 10 percent distinct pale brown (10YR 6/3), moist, clay films on all faces of peds and 20 percent prominent grayish brown (10YR 5/2), moist, clay films on vertical faces of peds; 1 percent medium faint irregular noncoherent cemented gray (10YR 6/1), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented very dark grayish brown (10YR 3/2), moist, iron depletions with clear boundaries in matrix; fragments; gradual smooth boundary. Lab sample # MU027121; observed in push tube
    3Bt5—157 to 203 centimeters (61.8 to 79.9 inches); 60 percent yellowish brown (10YR 5/6) crushed and 40 percent yellowish red (5YR 4/6) crushed clay; moderate fine subangular blocky, and moderate medium prismatic structure; very firm; 0.5 fine roots; 30 percent distinct light brownish gray (10YR 6/2), moist, clay films on vertical faces of peds; 1 percent medium faint irregular noncoherent cemented grayish brown (10YR 5/2), moist, iron depletions with clear boundaries in matrix; nonflat subangular indurated 2-?-5 millimeter chert fragments and 3 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; gradual smooth boundary. Lab sample # MU027123; observed in push tube
    3Bt6—203 to 305 centimeters (79.9 to 120.1 inches); 80 percent yellowish brown (10YR 5/6) crushed and 20 percent grayish brown (10YR 5/2) crushed clay; moderate coarse subangular blocky, and strong medium prismatic structure; very firm; 40 percent distinct gray (10YR 5/1), moist, clay films on vertical faces of peds; 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 black (10YR 2/1), moist, iron depletions with clear boundaries in matrix; nonflat subangular indurated 2-?-5 millimeter chert fragments and 5 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; gradual smooth boundary.; observed in push tube
    3Bt7—305 to 381 centimeters (120.1 to 150.0 inches); yellowish brown (10YR 5/6) crushed clay loam; weak fine subangular blocky, and weak coarse prismatic structure; very firm; 10 percent distinct gray (10YR 5/1), moist, clay films on vertical faces of peds; 1 percent medium faint irregular noncoherent cemented black (10YR 2/1), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented grayish brown (10YR 5/2), moist, iron depletions with clear boundaries in matrix; nonflat subangular indurated 2-?-5 millimeter chert fragments and 3 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; gradual smooth boundary.; observed in push tube
    3Bt8—381 to 442 centimeters (150.0 to 174.0 inches); 60 percent yellowish brown (10YR 5/6) crushed and 40 percent gray (2.5Y 6/1) crushed clay loam; weak fine subangular blocky, and weak coarse prismatic structure; very firm; 6 percent distinct gray (10YR 5/1), moist, clay films on vertical faces of peds; 1 percent medium faint irregular noncoherent cemented black (10YR 2/1), moist, iron depletions with clear boundaries in matrix; 10 percent fine prominent irregular noncoherent cemented carbonate masses throughout; nonflat subangular indurated 2-?-5 millimeter chert fragments and 5 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; slight effervescence, by hcl, 1n; gradual smooth boundary.; observed in push tube
    3Ck—442 to 564 centimeters (174.0 to 222.0 inches); yellowish brown (10YR 5/4) crushed silty clay loam; weak medium subangular blocky, and weak medium prismatic structure; very firm; 1 percent medium faint irregular noncoherent cemented black (10YR 2/1), moist, iron depletions with clear boundaries in matrix; 6 percent fine prominent irregular noncoherent cemented carbonate masses throughout; nonflat subangular indurated 2-?-5 millimeter chert fragments and nonflat subrounded indurated 2-?-5 millimeter quartz fragments and 3 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; strong effervescence, by hcl, 1n; gradual smooth boundary.; observed in push tube
    3C1—564 to 701 centimeters (222.0 to 276.0 inches); yellowish brown (10YR 5/4) crushed clay loam; massive; very firm; 1 percent medium faint irregular noncoherent cemented grayish brown (10YR 5/2), moist, iron depletions with clear boundaries in matrix; nonflat subangular indurated 2-?-5 millimeter chert fragments and nonflat subrounded indurated 2-?-5 millimeter quartz fragments and 3 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; strong effervescence, by hcl, 1n; clear smooth boundary.; observed in push tube
    3C2—701 to 757 centimeters (276.0 to 298.0 inches); yellowish brown (10YR 5/6) crushed clay loam; massive; very firm; 1 percent medium faint irregular noncoherent cemented gray (2.5Y 6/1), 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 and 1 percent medium faint irregular noncoherent cemented black (10YR 2/1), moist, iron depletions with clear boundaries in matrix; nonflat subangular indurated 2-?-5 millimeter chert fragments and nonflat subrounded indurated 2-?-5 millimeter quartz fragments and 3 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; slight effervescence, by hcl, 1n; gradual smooth boundary.; observed in push tube
    3C3—757 to 1036 centimeters (298.0 to 407.9 inches); yellowish brown (10YR 5/4) crushed clay loam; massive; very firm; 1 percent medium faint irregular noncoherent cemented black (10YR 2/1), moist, iron depletions with clear boundaries in matrix and 1 percent medium faint irregular noncoherent cemented gray (2.5Y 6/1), moist, iron depletions with clear boundaries in matrix; 5 percent by volume nonflat subangular indurated 2-?-5 millimeter limestone, unspecified fragments; slight effervescence, by hcl, 1n; abrupt smooth boundary.; observed in push tube
    4R—1036 to 1036 centimeters (407.9 to 407.9 inches); fragments.; observed in push tube