IDENTIFIERS

  • Current Taxon Name (Soil Name): Roseland
  • OSD
  • Series Extent
  • User Site ID: 2004MO083002
  • User Pedon ID: 2004MO083002
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - MCL
  • Lab Pedon # - M0408302
  • NCSS Pedon Lab Data NASIS Record ID - 27930
  • Print Date: 11/27/2024

    • 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: 38.3821667
  • Std. Longitude: -94.0459722
  • Datum: WGS84
  • Map Unit: 40089—Roseland silt loam, 2 to 9 percent slopes
  • State: Missouri
  • County: MO083—Henry
  • MLRA: 112—Cherokee Prairies
  • Non-MLRA Soil Survey Area: MO083—Henry County, Missouri
  • 7.5 Minute USGS Quad: 38094-C1—Johnstown, Missouri

    • PEDON

  • Describers Name: J.R. Perkins, David Wolf
  • Current Taxonomic Class: Loamy-skeletal, thermic Typic Dystrudepts
  • Current Taxon Kind: series
  • Pedon Type: within range of map unit
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: NASIS
  • Correlated Information:
  • Soil Name - Roseland
  • PSC - 25 to 100 cm.
  • Classificaton Date - 1/31/2012
  • Sampled As Information:
  • Soil Name - Roseland
  • Classificaton Date - 8/30/2004
  • Dynamic Soil Properties:
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


    • SITE

  • Parent Material: loess over residuum
  • Geomorphic Component Hills: interfluve
  • Hill Slope Profile: backslope
  • Slope Position: upper third
  • Slope Shape Across: convex
  • Slope Shape Down: convex
  • Bedrock: shale, unspecified
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 8/30/2004 (entry creation date)
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - grass/herbaceous cover
  • Site Obs. Cover Kind 2 - pastureland, tame
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
    • Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    ochric epipedon

    cambic horizon

    0—23

    23—150

    —-

    —-
    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

    6

    —

    —

    —

    —

    73

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    A—0 to 23 centimeters (0.0 to 9.1 inches); 50 percent very dark brown (10YR 2/2) exterior and 50 percent black (10YR 2/1) exterior silt loam; 20 percent clay; strong very fine subangular blocky parts to moderate very fine granular structure; friable; 5.0 very fine roots throughout; 5.0 very fine interstitial and 3.0 fine tubular pores; 5 percent by volume nonflat rounded weakly coherent cemented 2-3-5 millimeter shale, unspecified fragments; clear irregular boundary. Lab sample # MU019739; moist when described; observed in push tube
    Bw1—23 to 46 centimeters (9.1 to 18.1 inches); brown (7.5YR 4/4) exterior silt loam; 24 percent clay; moderate very fine subangular blocky structure; friable; 5.0 very fine roots throughout; 11.0 very fine interstitial pores; 5 percent medium distinct threadlike noncoherent cemented strong brown (7.5YR 5/8), moist, masses of oxidized iron between peds and 10 percent fine distinct irregular extremely weakly coherent cemented iron-manganese masses throughout; 5 percent by volume flat subrounded very weakly coherent cemented 5-40-75 millimeter sandstone, unspecified fragments and 5 percent by volume flat subrounded very weakly coherent cemented 5-40-75 millimeter shale, unspecified fragments and 30 percent by volume nonflat subrounded very weakly coherent cemented 2-3-5 millimeter shale, unspecified fragments; clear smooth boundary. Lab sample # MU019740; moist when described; observed in push tube
    Bw2—46 to 66 centimeters (18.1 to 26.0 inches); strong brown (7.5YR 5/6) exterior silt loam; 23 percent clay; weak very fine subangular blocky structure; very friable; 3.0 very fine roots throughout; 11.0 very fine interstitial pores; 5 percent medium distinct threadlike noncoherent cemented strong brown (7.5YR 5/8), moist, masses of oxidized iron between peds and 10 percent medium distinct irregular extremely weakly coherent cemented iron-manganese masses throughout and 10 percent coarse distinct irregular very weakly coherent cemented iron-manganese masses throughout; 5 percent by volume flat subrounded moderately coherent cemented 5-40-75 millimeter sandstone, unspecified fragments and 5 percent by volume flat subrounded very weakly coherent cemented 5-40-75 millimeter sandstone, unspecified fragments and 40 percent by volume nonflat subrounded very weakly coherent cemented 2-3-5 millimeter shale, unspecified fragments; clear smooth boundary. Lab sample # MU019741; moist when described; observed in push tube
    Bw3—66 to 94 centimeters (26.0 to 37.0 inches); dark yellowish brown (10YR 4/6) exterior silt loam; 18 percent clay; weak fine subangular blocky parts to moderate medium granular structure; firm; 1.0 very fine roots throughout; 5.0 very fine interstitial and 3.0 medium interstitial pores; 2 percent medium distinct spherical very weakly coherent cemented iron-manganese concretions throughout and 3 percent medium prominent threadlike noncoherent cemented strong brown (7.5YR 5/8), moist, masses of oxidized iron between peds and 5 percent coarse prominent irregular noncoherent cemented red (2.5YR 5/8), moist, masses of oxidized iron between peds and 10 percent medium distinct irregular very weakly coherent cemented iron-manganese masses throughout; 20 percent by volume nonflat subrounded very weakly coherent cemented 2-3-5 millimeter sandstone, unspecified fragments and 25 percent by volume flat subrounded very weakly coherent cemented 5-40-75 millimeter sandstone, unspecified fragments; clear smooth boundary. Lab sample # MU019742; moist when described; observed in push tube
    Bw4—94 to 124 centimeters (37.0 to 48.8 inches); yellowish brown (10YR 5/6) exterior silt loam; 15 percent clay; weak fine granular, and weak fine angular blocky structure; firm; 2.0 medium tubular and 6.0 fine interstitial pores; 2 percent coarse prominent irregular noncoherent cemented reddish brown (5YR 4/4), moist, masses of oxidized iron between peds and 2 percent fine prominent spherical very weakly coherent cemented iron-manganese concretions throughout and 3 percent coarse prominent irregular noncoherent cemented red (2.5YR 5/8), moist, masses of oxidized iron between peds and 10 percent coarse prominent irregular extremely weakly coherent cemented iron-manganese masses throughout; 10 percent by volume nonflat subrounded strongly coherent cemented 2-3-5 millimeter chert fragments and 15 percent by volume flat subrounded very weakly coherent cemented 5-40-75 millimeter sandstone, unspecified fragments and 15 percent by volume nonflat subrounded very weakly coherent cemented 2-3-5 millimeter sandstone, unspecified fragments; gradual irregular boundary. Lab sample # MU019743; moist when described; observed in push tube
    Bw5—124 to 150 centimeters (48.8 to 59.1 inches); brown (10YR 5/3) exterior silty clay loam; 28 percent clay; weak fine angular blocky parts to weak medium granular structure; firm; 3.0 medium interstitial and 7.0 fine interstitial pores; 1 percent fine distinct threadlike noncoherent cemented dark yellowish brown (10YR 3/6), moist, masses of oxidized iron on surfaces along pores and 2 percent fine prominent spherical very weakly coherent cemented iron-manganese concretions throughout and 2 percent coarse prominent irregular noncoherent cemented reddish brown (5YR 4/4), moist, masses of oxidized iron between peds and 5 percent coarse prominent irregular noncoherent cemented red (2.5YR 5/8), moist, masses of oxidized iron between peds and 10 percent coarse prominent irregular extremely weakly coherent cemented iron-manganese masses throughout; 5 percent by volume nonflat subrounded strongly coherent cemented 2-3-5 millimeter chert fragments and 15 percent by volume nonflat subrounded very weakly coherent cemented 2-3-5 millimeter shale, unspecified fragments; abrupt smooth boundary. Lab sample # MU019744; moist when described; observed in push tube
    Cr—150 centimeters (59.1 inches); weakly coherent; fragments.; observed in push tube