IDENTIFIERS

  • Current Taxon Name (Soil Name): Paintbrush
  • OSD
  • Series Extent
  • User Site ID: 2000MO119220M
  • User Pedon ID: 2000MO119220
  • User Site Association ID: 8209
  • Transect:
  • User Transect ID - 00-02
  • Transect Stop Number - 5
  • Transect Interval - 642.0
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - MCL
  • Lab Pedon # - M0011910
  • Print Date: 6/1/2024
  • 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: 36.5425833
  • Std. Longitude: -94.5613444
  • Datum: WGS84
  • Township: T21N
  • Range: R34W
  • Section: 24
  • PLSS Details: SE 1/4 of the NW 1/4
  • Location Description: SE 1/4, NW 1/4, Sec. 24 T.21N. R.34W.
  • Map Unit: 70082—Paintbrush-Friendly complex, 1 to 3 percent slopes
  • State: Missouri
  • County: MO119—McDonald
  • MLRA: 116B—Springfield Plain
  • Non-MLRA Soil Survey Area: MO119—McDonald County, Missouri
  • PEDON

  • Describers Name: Jeffrey A. Woodward Kenneth L. Gregg Allen Peer
  • Current Taxonomic Class: Fine-silty, mixed, active, mesic Fragiaquic Paleudalfs
  • Current Taxon Kind: taxadjunct
  • Pedon Type: taxadjunct to the series
  • Pedon Purpose: laboratory sampling site
  • Pedon Record Orgin: Converted from PDP 3.x
  • Correlated Information:
  • Soil Name - Paintbrush
  • PSC - 71 to 121 cm.
  • Classificaton Date - 4/18/2012
  • Moisture Class - udic
  • Sampled As Information:
  • Soil Name - SND
  • Taxon Kind - series
  • Classificaton Date - 2/14/2000
  • Dynamic Soil Properties:
  • Erosion Class - 2
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


  • SITE

  • Parent Material: pedisediment and/or residuum and/or slope alluvium
  • Landscape: plains
  • Landform: ridge
  • Geomorphic Component Hills: head slope
  • Slope Shape Across: concave
  • Slope Shape Down: linear
  • Runoff: medium
  • Drainage Class: moderately well
  • Surface Fragments: 0.00 percent
  • Benchmark Soil?: no
  • VEGETATION

    SITE OBSERVATION

  • Observation Date: 2/14/2000 (actual site observation date)
  • Air Photo ID: 10C
  • Surface Cover Properties:
  • 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

    mollic epipedon

    ochric epipedon

    argillic horizon

    fragipan

    argillic horizon

    0—46

    46—71

    71—175

    175—203

    203—267

    —-

    —-

    —-

    —-

    —-

    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

    2

    313

    Ap—0 to 25 centimeters (0.0 to 9.8 inches); dark brown (10YR 3/3) rubbed silt loam; weak medium platy parts to weak fine granular structure; friable; 15.0 very fine and fine roots throughout; 30.0 very fine and fine interstitial and tubular pores; 2 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments; abrupt smooth boundary. Lab sample # MU021735. gravel <3/4".
    A—25 to 46 centimeters (9.8 to 18.1 inches); very dark grayish brown (10YR 3/2) rubbed silt loam; weak fine granular structure; friable; 10.0 very fine and fine roots throughout; 20.0 very fine and fine interstitial and tubular pores; 2 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU021736. gravel is <3/4".
    E—46 to 71 centimeters (18.1 to 28.0 inches); 52 percent brown (10YR 5/3) and 48 percent pale brown (10YR 6/3) silt loam; weak fine subangular blocky structure; friable; brittle; 5.0 very fine and fine roots throughout; 15.0 very fine and fine interstitial pores; 1 percent fine irregular noncoherent cemented black (N 2/0) iron-manganese concretions throughout and 1 percent fine spherical noncoherent cemented yellowish brown (10YR 5/6) iron concretions throughout; 2 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU021737. gravel is <3/4". 10% brittleness
    Bt1—71 to 117 centimeters (28.0 to 46.1 inches); brown (10YR 5/3) silt loam; moderate fine subangular blocky structure; firm; brittle; 1.0 very fine roots in cracks; 10.0 very fine to medium interstitial pores; 15 percent prominent dark grayish brown (10YR 4/2) clay films in root channels and/or pores and 15 percent distinct very pale brown (10YR 7/3) silt coats on faces of peds and 15 percent prominent yellowish brown (10YR 5/6) iron stains in root channels and/or pores and 25 percent prominent light brownish gray (10YR 6/2) silt coats in root channels and/or pores; 2 percent fine irregular noncoherent cemented black (N 2/0) iron-manganese concretions throughout; 3 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU021738. gravel is <3/4". 10% brittleness.; discontinuous - phpvsfiid 154894; continuous - phpvsfiid 154892; discontinuous - phpvsfiid 154895; continuous - phpvsfiid 154893; discontinuous - phpvsfiid 154894; continuous - phpvsfiid 154892; discontinuous - phpvsfiid 154895; continuous - phpvsfiid 154893
    2Bt2—117 to 175 centimeters (46.1 to 68.9 inches); yellowish red (5YR 4/6) silty clay loam; moderate very fine and fine subangular blocky structure; firm; brittle; 1.0 very fine roots in cracks; 10.0 very fine to medium interstitial and tubular pores; 15 percent prominent dark grayish brown (10YR 4/2) clay films in root channels and/or pores and 20 percent prominent brownish yellow (10YR 6/6) iron stains in root channels and/or pores and 27 percent prominent light brownish gray (10YR 6/2) silt coats in root channels and/or pores and 35 percent prominent yellowish red (5YR 4/6) clay films on faces of peds; 5 percent fine irregular noncoherent cemented black (N 2/0) iron-manganese concretions throughout; 5 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU021739. gravel is <3/4"". Vertical pores are around 6"" apart & 11/2""-2"" wide. brittleness is 15%.; continuous - phpvsfiid 154896; continuous - phpvsfiid 154897; continuous - phpvsfiid 154898; continuous - phpvsfiid 154899; continuous - phpvsfiid 154896; continuous - phpvsfiid 154897; continuous - phpvsfiid 154898; continuous - phpvsfiid 154899
    2Btx—175 to 201 centimeters (68.9 to 79.1 inches); 60 percent yellowish brown (10YR 5/4) and 40 percent very pale brown (10YR 7/3) silt loam; moderate very fine and fine subangular blocky structure; very firm; brittle; 5.0 very fine and fine interstitial and tubular pores; 2 percent prominent light brownish gray (10YR 6/2) silt coats in root channels and/or pores and 10 percent prominent brown (10YR 4/3) clay films in root channels and/or pores and 15 percent prominent yellowish brown (10YR 5/6) clay films on faces of peds; 1 percent fine irregular noncoherent cemented black (N 2/0) iron-manganese concretions in cracks; 3 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU021740. gravel is <3/4". 70% brittleness.; continuous - phpvsfiid 154532; continuous - phpvsfiid 154538; continuous - phpvsfiid 154618; continuous - phpvsfiid 154532; continuous - phpvsfiid 154538; continuous - phpvsfiid 154618
    3Bt—201 to 267 centimeters (79.1 to 105.1 inches); yellowish brown (10YR 5/6) very cobbly silty clay loam; moderate very fine and fine subangular blocky structure; very firm; brittle; 1.0 very fine interstitial and tubular pores; 10 percent distinct yellowish brown (10YR 5/6) clay films on faces of peds and 20 percent prominent light brownish gray (10YR 6/2) silt coats in root channels and/or pores and 25 percent prominent strong brown (7.5YR 4/6) clay films on faces of peds and 30 percent prominent very pale brown (10YR 7/3) silt coats in root channels and/or pores; 30 percent fine and medium irregular noncoherent cemented red (2.5YR 4/8) iron concretions throughout and 35 percent fine and medium irregular weakly coherent cemented black (N 2/0) iron-manganese concretions around rock fragments; 5 percent by volume subrounded 2-39-75 millimeter limestone, cherty fragments and 40 percent by volume subangular 75-162-250 millimeter limestone, cherty fragments. Lab sample # MU021741. gravel is <3/4". 30% brittleness.; discontinuous - phpvsfiid 154590; continuous - phpvsfiid 154619; continuous - phpvsfiid 159529; continuous - phpvsfiid 159530; discontinuous - phpvsfiid 154590; continuous - phpvsfiid 154619; continuous - phpvsfiid 159529; continuous - phpvsfiid 159530