IDENTIFIERS

  • Current Taxon Name (Soil Name): Bartlesville
  • OSD
  • Series Extent
  • User Site ID: S1997OK107003
  • User Pedon ID: S1997OK107003
  • Lab Information:
  • Certified Lab Pedon Description - yes
  • Lab Source ID - KSSL
  • Lab Pedon # - 97P0397
  • NCSS Pedon Lab Data NASIS Record ID - 10080
  • Print Date: 11/11/2024

    • 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: 35.6093597
  • Std. Longitude: -96.4671631
  • Datum: WGS84
  • Map Unit: BBgC—Bartlesville-Bigheart complex, 1 to 5 percent slopes, very rocky
  • Country: US—United States
  • State: Oklahoma
  • County: OK107—Okfuskee
  • MLRA: 84A—North Cross Timbers
  • Regional Office: SC—South Central
  • MLRA Soil Survey Area: SC-STW—Stillwater, Oklahoma
  • 7.5 Minute USGS Quad: 35096-E4—Welty, Oklahoma

    • PEDON

  • Describers Name: John Habe, J. Kimble, S. Samson.
  • Current Taxonomic Class: Fine-loamy, siliceous, active, thermic Oxyaquic Hapludalfs
  • Current Taxon Kind: series
  • Pedon Type: classifies to current taxon name, full description
  • Pedon Purpose: full pedon description
  • Pedon Record Orgin: Converted from PDP 3.x
  • Pedon #: 3
  • Correlated Information:
  • Soil Name - Bartlesville
  • PSC - 15 to 65 cm.
  • Classificaton Date - 9/17/2013
  • Classifier - Walt Schaefer
  • Soil Taxonomic Edition - eleventh edition
  • Moisture Class - udic
  • Moisture Subclass - typic
  • Sampled As Information:
  • Soil Name - Stephenville
  • Taxonomic Class - Fine-loamy, siliceous, active, thermic Ultic Haplustalfs
  • Taxon Kind - series
  • Classificaton Date - 4/9/1997
  • Moisture Class - ustic
  • Dynamic Soil Properties:
  • Erosion Class - 2
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no
  • Certification Status: certified
  • QC Status: level 1
  • QA Status: level 1


    • SITE

  • Parent Material: marine deposits derived from sandstone
  • Landscape: hills
  • Landform: hillslope
  • Geomorphic Component Hills: head slope
  • Hill Slope Profile: summit
  • Slope Shape Across: convex
  • Slope Shape Down: convex
  • Drainage Class: well
  • Flooding: none flooding
  • Ponding: none ponding
  • Surface Fragments: 0.00 percent
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 4/9/1997 (actual site observation date)
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - crop cover
  • Site Obs. Cover Kind 2 - close-grown crop
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Site Erosion Accelerated: water erosion
    • Pedon Restrictions
    Kind Hardness Restriction Depth L-H Restriction Thickness L-RV-H
    cm

    bedrock, paralithic

    weakly coherent

    84 - 109

    - 25 -

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

    ochric epipedon

    argillic horizon

    paralithic contact

    0—15

    15—84

    84—109

    —15—

    —69—

    —25—
    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

    50

    10

    260

    —

    135

    850

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    Ap1—0 to 5 centimeters (0.0 to 2.0 inches); dark brown (7.5YR 3/4) loamy fine sand; 86 percent sand; 10 percent silt; 4 percent clay; moderate medium granular structure; loose, friable, nonsticky, nonplastic; 3.0 very fine to medium roots throughout; fragments; gradual smooth boundary. Lab sample # 97P02406
    Ap2—5 to 10 centimeters (2.0 to 3.9 inches); dark brown (7.5YR 3/4) loamy sand; 84 percent sand; 11 percent silt; 5 percent clay; moderate medium granular structure; loose, friable, nonsticky, nonplastic; 3.0 very fine to medium roots throughout; , 1 percent by weight nonflat subrounded strongly coherent cemented 2-5-75 millimeter sandstone, unspecified fragments observed by weighed method; abrupt smooth boundary. Lab sample # 97P02407
    E—10 to 15 centimeters (3.9 to 5.9 inches); strong brown (7.5YR 5/6) loamy sand; 83 percent sand; 11 percent silt; 6 percent clay; moderate medium granular structure; loose, friable, nonsticky, nonplastic; 3.0 very fine to medium roots throughout; fragments; abrupt smooth boundary. Lab sample # 97P02408
    Bt1—15 to 38 centimeters (5.9 to 15.0 inches); yellowish red (5YR 5/6) fine sandy loam; 66 percent sand; 15 percent silt; 19 percent clay; moderate medium subangular blocky structure; slightly hard, firm, moderately sticky, moderately plastic; 0.5 very fine roots throughout; 10 percent prominent clay films on faces of peds and in pores; 1 percent medium spherical black (10YR 2/1) iron-manganese concretions throughout; , 1 percent by weight nonflat subrounded strongly coherent cemented 2-5-75 millimeter sandstone, unspecified fragments observed by weighed method; clear smooth boundary. Lab sample # 97P02409. discontinuous - phpvsfiid 1237696; discontinuous - phpvsfiid 1237696
    Bt2—38 to 57 centimeters (15.0 to 22.4 inches); yellowish red (5YR 5/6) sandy clay loam; 56 percent sand; 16 percent silt; 28 percent clay; moderate medium subangular blocky structure; hard, firm, moderately sticky, moderately plastic; 0.5 very fine roots throughout; 30 percent prominent clay films on faces of peds and in pores; 20 percent medium spherical black (10YR 2/1) iron-manganese concretions throughout; fragments; clear smooth boundary. Lab sample # 97P02410. continuous - phpvsfiid 1237697; continuous - phpvsfiid 1237697
    Bt3—57 to 84 centimeters (22.4 to 33.1 inches); yellowish red (5YR 5/6) gravelly sandy clay loam; 57 percent sand; 12 percent silt; 31 percent clay; moderate medium subangular blocky structure; slightly hard, firm, moderately sticky, moderately plastic; 0.5 very fine roots throughout; 20 percent prominent clay films on faces of peds and in pores; 3 percent medium spherical black (10YR 2/1) iron-manganese concretions throughout; , 20 percent by weight nonflat subrounded strongly coherent cemented 2-5-75 millimeter sandstone, unspecified fragments observed by weighed method; gradual smooth boundary. Lab sample # 97P02411. discontinuous - phpvsfiid 1237698; discontinuous - phpvsfiid 1237698
    Cr—84 to 109 centimeters (33.1 to 42.9 inches); bedrock; fragments.