IDENTIFIERS

  • Current Taxon Name (Soil Name): Bartlesville
  • OSD
  • Series Extent
  • User Site ID: 93KS125001
  • User Pedon ID: S1993KS125001
  • User Site Association ID: Kansas State University Laboratory Pedons
  • Lab Information:
  • Certified Lab Pedon Description - yes
  • Lab Source ID - KSU
  • Lab Pedon # - 93KS125001
  • NCSS Pedon Lab Data NASIS Record ID - 41023
  • Print Date: 9/24/2024

    • 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: 37.2486115
  • Std. Longitude: -95.9463882
  • Datum: WGS84
  • Location Description: 2200 FEET SOUTH AND 100 FEET EAST OF THE NORTHWEST CORNER OF SECTION 24, T. 32S AND R. 13E SITE IS APPROXIMATELY 400 FEET NORTH OF THE GATE IN THE MIDDLE OF THE SECTION.
  • State: Kansas
  • County: KS125—Montgomery
  • MLRA: 84A—North Cross Timbers
  • Non-MLRA Soil Survey Area: KS125—Montgomery County, Kansas

    • PEDON

  • Describers Name: D. Owens, P. Finnell
  • Current Taxonomic Class: Fine-loamy, siliceous, active Typic Hapludalfs
  • Current Taxon Kind: series
  • Pedon Type: taxadjunct to the series
  • Pedon Purpose: laboratory sampling site
  • Pedon Record Orgin: Converted from PDP 3.x
  • Correlated Information:
  • Soil Name - Bartlesville
  • PSC - 28 to 78 cm.
  • Classificaton Date - 9/16/2013
  • Classifier - Walt Schaefer
  • Soil Taxonomic Edition - eleventh edition
  • Moisture Class - udic
  • Moisture Subclass - typic
  • Sampled As Information:
  • Soil Name - Stephenville
  • Taxon Kind - series
  • Classificaton Date - 9/14/1993
  • Moisture Class - udic
  • Dynamic Soil Properties:
  • Erosion Class - 0
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no
  • Certification Status: certified
  • QC Status: level 1
  • QA Status: level 1


    • SITE

  • Landscape: hills
  • Landform: hillside
  • Geomorphic Component Hills: side slope
  • Hill Slope Profile: backslope
  • Slope Shape Across: convex
  • Slope Shape Down: convex
  • Runoff: medium
  • Drainage Class: well
  • Bedrock: s sandstone, noncalcareous with <10
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 9/14/1993 (actual site observation date)
  • Surface Cover Properties:
  • 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

    moderately coherent

    81 - 106

    - 25 -

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

    ochric epipedon

    albic horizon

    argillic horizon

    paralithic contact

    0—13

    13—28

    28—81

    81—106

    —13—

    —15—

    —53—

    —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

    76

    30.5

    287

    —

    70

    1016

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    A—0 to 13 centimeters (0.0 to 5.1 inches); very dark grayish brown (10YR 3/2) fine sandy loam; 56 percent sand; 36 percent silt; 9 percent clay; moderate medium granular structure; slightly hard, very friable, nonsticky, nonplastic; 10.0 very fine roots throughout and 3.0 fine roots throughout; fragments; clear smooth boundary. Lab sample # KSUSS0617
    E—13 to 28 centimeters (5.1 to 11.0 inches); brown (7.5YR 4/3) fine sandy loam; 63 percent sand; 26 percent silt; 11 percent clay; weak medium subangular blocky structure; slightly hard, very friable, nonsticky, nonplastic; 4.0 very fine roots throughout and 1.0 fine roots throughout; 1.0 fine moderate-continuity tubular pores; fragments; clear smooth boundary. Lab sample # KSUSS0618
    Bt1—28 to 38 centimeters (11.0 to 15.0 inches); 80 percent strong brown (7.5YR 5/6) and 20 percent brown (7.5YR 4/3) sandy clay loam; 57 percent sand; 24 percent silt; 19 percent clay; moderate fine subangular blocky structure; hard, firm, slightly sticky, slightly plastic; 2.0 very fine roots throughout and 1.0 medium roots throughout and 1.0 fine roots throughout; 1.0 fine moderate-continuity tubular pores; 5 percent faint brown (7.5YR 4/3), moist, clay films on faces of peds; fragments; clear smooth boundary. Lab sample # KSUSS0619. discontinuous - phpvsfiid 1237676; discontinuous - phpvsfiid 1237676
    Bt2—38 to 58 centimeters (15.0 to 22.8 inches); 70 percent strong brown (7.5YR 5/6) and 30 percent dark reddish brown (2.5YR 3/4) sandy clay loam; 50 percent sand; 20 percent silt; 30 percent clay; weak medium prismatic parts to moderate medium subangular blocky structure; hard, firm, slightly sticky, slightly plastic; 2.0 medium roots throughout and 2.0 fine roots throughout; 8.0 fine and medium moderate-continuity tubular pores; 5 percent faint dark reddish brown (2.5YR 3/4), moist, clay films on faces of peds; 3 percent by volume subrounded 2-39-75 millimeter sandstone, noncalcareous fragments; clear smooth boundary. Lab sample # KSUSS0620. definite clay increase, but weakly expressed clay film development; discontinuous - phpvsfiid 1237677; discontinuous - phpvsfiid 1237677
    Bt3—58 to 81 centimeters (22.8 to 31.9 inches); 60 percent strong brown (7.5YR 5/6) and 30 percent dark reddish brown (2.5YR 3/4) and 10 percent red (2.5YR 4/6) very cobbly clay loam; 44 percent sand; 19 percent silt; 38 percent clay; weak medium prismatic parts to moderate medium subangular blocky structure; hard, firm, slightly sticky, slightly plastic; 3.0 fine roots throughout; 5.0 fine and medium moderate-continuity tubular pores; 5 percent faint dark reddish brown (2.5YR 3/4), moist, clay films on faces of peds; 60 percent by volume nonflat angular strongly coherent cemented 75-162-250 millimeter sandstone, noncalcareous fragments observed by visual inspection method; clear smooth boundary. Lab sample # KSUSS0621. discontinuous - phpvsfiid 1237678; discontinuous - phpvsfiid 1237678
    Crt—81 to 106 centimeters (31.9 to 41.7 inches); 50 percent yellowish brown (10YR 5/4) and 25 percent strong brown (7.5YR 5/6) and 25 percent dark reddish brown (2.5YR 3/4) bedrock; weak massive; hard, very firm; fragments. highly fractured, nonparalithic Pennsylvanian age sandstone with soil material filling fractures.