Official Series Description


Lab Data Summary

Aggregate lab data for the STEPHENVILLE soil series. This aggregation is based on all pedons with a current taxon name of STEPHENVILLE, and applied along 1-cm thick depth slices. Solid lines are the slice-wise median, bounded on either side by the interval defined by the slice-wise 5th and 95th percentiles. The median is the value that splits the data in half. Five percent of the data are less than the 5th percentile, and five percent of the data are greater than the 95th percentile. Values along the right hand side y-axis describe the proportion of pedon data that contribute to aggregate values at this depth. For example, a value of "90%" at 25cm means that 90% of the pedons correlated to STEPHENVILLE were used in the calculation. Source: KSSL snapshot . Methods used to assemble the KSSL snapshot used by SoilWeb / SDE

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Pedons used in the lab summary:

MLRALab IDPedon IDTaxonnameCINSSL / NASIS ReportsLink To SoilWeb GMap
80A74-OK-60-474-OK119-60-4Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties36.1295167,-97.0008167
84A73-OK-57-2173-OK113-57-21Stephenville2Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties36.7961778,-96.20385
84A74-OK-14-374-OK027-14-3Stephenville3Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.2610444,-97.2070083
84A77-OK-25-277-OK049-25-2Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties34.7510944,-97.6342139
84A79-OK-55-179-OK109-55-1Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.6521722,-97.3891417
84A79-OK-60-1079-OK119-60-10Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.9770861,-96.6211917
84A79-OK-60-1379-OK119-60-13Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties36.0362889,-97.1761722
84A79-OK-63-279-OK125-63-2Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.1449833,-97.1055778
84A79-OK-67-379-OK133-67-3Stephenville4Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.2845167,-96.6365306
84A40A4728S1962OK081001Stephenville6Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.5513878,-97.0083313
84A40A4729S1962OK081002Stephenville6Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.5497208,-97.0419464
84A89P0584S1989OK083003Stephenville6Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.7869453,-97.355278
84A91P0903S1991OK109002Stephenville6Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.5344429,-97.3338852
84A97P0395S1997OK107001Stephenville7Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.4809151,-96.5291672
84A97P0396S1997OK107002Stephenville6Primary | Supplementary | Taxonomy | Pedon | Water Retention | Correlation | Andic Soil Properties35.4816666,-96.5209427

Water Balance

Monthly water balance estimated using a leaky-bucket style model for the STEPHENVILLE soil series. Monthly precipitation (PPT) and potential evapotranspiration (PET) have been estimated from the 50th percentile of gridded values (PRISM 1981-2010) overlapping with the extent of SSURGO map units containing each series as a major component. Monthly PET values were estimated using the method of Thornthwaite (1948). These (and other) climatic parameters are calculated with each SSURGO refresh and provided by the fetchOSD function of the soilDB package. Representative water storage values (“AWC” in the figures) were derived from SSURGO by taking the 50th percentile of profile-total water storage (sum[awc_r * horizon thickness]) for each soil series. Note that this representation of “water storage” is based on the average ability of most plants to extract soil water between 15 bar (“permanent wilting point”) and 1/3 bar (“field capacity”) matric potential. Soil moisture state can be roughly interpreted as “dry” when storage is depleted, “moist” when storage is between 0mm and AWC, and “wet” when there is a surplus. Clearly there are a lot of assumptions baked into this kind of monthly water balance. This is still a work in progress.

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Sibling Summary

Siblings are those soil series that occur together in map units, in this case with the STEPHENVILLE series. Sketches are arranged according to their subgroup-level taxonomic structure. Source: SSURGO snapshot , parsed OSD records and snapshot of SC database .

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Select annual climate data summaries for the STEPHENVILLE series and siblings. Series are sorted according to hierarchical clustering of median values. Source: SSURGO map unit geometry and 1981-2010, 800m PRISM data .

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Geomorphic description summaries for the STEPHENVILLE series and siblings. Series are sorted according to hierarchical clustering of proportions and relative hydrologic position within an idealized landform (e.g. top to bottom). Most soil series (SSURGO components) are associated with a hillslope position and one or more landform-specific positions: hills, mountain slopes, terraces, and/or flats. Proportions can be interpreted as an aggregate representation of geomorphic membership. The values printed to the left (number of component records) and right (Shannon entropy) of stacked bars can be used to judge the reliability of trends. Small Shannon entropy values suggest relatively consistent geomorphic association, while larger values suggest lack thereof. Source: SSURGO component records .

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There are insufficient data to create the 3D mountains figure.

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There are insufficient data to create the 3D flats position figure.

Competing Series

Soil series competing with STEPHENVILLE share the same family level classification in Soil Taxonomy. Source: parsed OSD records and snapshot of the SC database .

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Select annual climate data summaries for the STEPHENVILLE series and competing. Series are sorted according to hierarchical clustering of median values. Source: SSURGO map unit geometry and 1981-2010, 800m PRISM data .

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Geomorphic description summaries for the STEPHENVILLE series and competing. Series are sorted according to hierarchical clustering of proportions and relative hydrologic position within an idealized landform (e.g. top to bottom). Proportions can be interpreted as an aggregate representation of geomorphic membership. Most soil series (SSURGO components) are associated with a hillslope position and one or more landform-specific positions: hills, mountain slopes, terraces, and/or flats. The values printed to the left (number of component records) and right (Shannon entropy) of stacked bars can be used to judge the reliability of trends. Shannon entropy values close to 0 represent soil series with relatively consistent geomorphic association, while values close to 1 suggest lack thereof. Source: SSURGO component records .

Click the image to view it full size.

Click the image to view it full size.

There are insufficient data to create the 3D mountains figure.

There are insufficient data to create the 3D terrace figure.

There are insufficient data to create the 3D flats position figure.

Soil series sharing subgroup-level classification with STEPHENVILLE, arranged according to family differentiae. Hovering over a series name will print full classification and a small sketch from the OSD. Source: snapshot of SC database .

Block Diagrams

Click a link below to display the diagram. Note that these diagrams may be from multiple survey areas.

  1. KS-2012-01-20-52 | Elk County - November 1986

    Typical pattern of soils and underlying material in the Niotaze-Darnell-Stephenville association (Soil Survey of Elk County, Kansas; 1986).

  2. KS-2012-01-20-53 | Elk County - November 1986

    Typical pattern of soils and underlying material in the Steedman-Dennis-Eram association (Soil Survey of Elk County, Kansas; 1986).

  3. KS-2012-01-26-36 | Wilson County - February 1989

    Typical pattern of soils and parent material in the Steedman-Niotaze-Darnell association (Soil Survey of Wilson County, Kansas; 1989).

  4. OK-2010-09-29-05 | Logan County - 2006

    Typical pattern of soils and underlying material in the Stephenville-Darsil-Harrah general soil map unit (Soil Survey of Logan County, Oklahoma; 2006).

  5. OK-2010-09-29-11 | Noble County - 2005

    Typical pattern of soils and underlying material in the Darnell-Grainola-Newalla-Harrah general soil map unit (Soil Survey of Noble County, Oklahoma; 2005).

  6. OK-2012-02-16-11 | Cleveland County - April 1987

    Typical pattern of soils and underlying material in the Stephenville-Harrah-Newalla map unit, the Stephenville-Littleaxe-Darsil map unit, and the Pulaski-Tribbey map unit (Soil Survey of Cleveland County, Oklahoma; April 1987).

  7. OK-2012-02-17-01 | Lincoln County - January 1970

    Typical pattern of soils in associations 1 and 2 (Soil Survey of Lincoln County, Oklahoma; January 1970).

  8. OK-2012-02-17-04 | Logan County - June 1960

    Soils of southeastern Logan County on reddish sandstone, colluvium, and alluvium (Soil Survey of Logan County, Oklahoma; June 1960).

  9. OK-2012-02-17-07 | Love County - September 1966

    Diagram showing typical relief and relative positions of the soils in associations 2 and 5 in the north-central part of Love County (Soil Survey of Love County, Oklahoma; September 1966).

  10. OK-2012-02-17-08 | Love County - September 1966

    Diagram showing typical relief in the northwestern corner of the county and the relative positions of the soils in association 4 (Soil Survey of Love County, Oklahoma; September 1966).

  11. OK-2012-02-17-09 | Love County - September 1966

    Diagram showing relief typical of the central part of the county and the relative positions of the soils in association 7 (Soil Survey of Love County, Oklahoma; September 1966).

  12. OK-2012-02-17-14 | Oklahoma County - February 1969

    Typical pattern of soils in soil association 1 (Soil Survey of Oklahoma County, Oklahoma; February 1969).

  13. OK-2012-02-17-24 | Pawnee County - March 1959

    Woodland soils of the eastern part of the county formed in sandstone and shale, and in soft, sandy mantle material (Soil Survey of Pawnee County, Oklahoma; March 1959).

  14. OK-2012-02-17-28 | Payne County - April 1987

    Typical pattern of soils and underlying material in the Grainola-Masham-Lucien map unit (Soil Survey of Payne County, Oklahoma; April 1987).

  15. OK-2012-02-17-29 | Payne County - April 1987

    Typical pattern of soils and underlying material in the Stephenville-Darnell map unit (Soil Survey of Payne County, Oklahoma; April 1987).

  16. OK-2012-02-17-37 | Pontotoc County - April 1973

    Pattern of soils in the Stephenville-Darnell-Windthorst association (Soil Survey of Pontotoc County, Oklahoma; April 1973).

  17. OK-2012-02-17-48 | Stephens County - 1964

    Typical pattern of soils in associations 1 and 5 (Soil Survey of Stephens County, Oklahoma; 1964).

  18. OK-2012-02-17-56 | Washington County - November 1968

    Major soil series in soil associations 4 and 5, and their relation to the landscape (Soil Survey of Washington County, Oklahoma; November 1968).

  19. TX-2010-11-03-41 | Jack County - 2005

    Typical pattern of soils and underlying material in the Exray-Truce-Bonti general soil map unit (Soil Survey of Jack County, Texas; 2005).

Map Units

Map units containing STEPHENVILLE as a major component. Limited to 250 records.

Map Unit Name Symbol Map Unit Area (ac) Map Unit Key National Map Unit Symbol Soil Survey Area Publication Date Map Scale
Stephenville-Darnell fine sandy loams, 1 to 6 percent slopes69813151714533791ksc6ks01919721:24000
Stephenville fine sandy loam, 1 to 3 percent slopes6980344714533782tq29ks01919721:24000
Stephenville-Darnell fine sandy loams, 1 to 6 percent slopes69811295214533151ks94ks04919841:24000
Stephenville fine sandy loam, 1 to 3 percent slopes698025814533141ks93ks04919841:24000
Stephenville-Darnell fine sandy loams, 1 to 6 percent slopes69812514536571ksn5ks07319811:24000
Stephenville-Darnell fine sandy loams, 1 to 6 percent slopes6981897114269141jwthks12519781:24000
Stephenville-Darnell complex, 6 to 20 percent slopes6982619414270042wqg4ks13319801:20000
Stephenville-Darnell fine sandy loams, 1 to 6 percent slopes6981321914269641jww3ks20519851:20000
Stephenville-Darnell complex, 6 to 20 percent slopes6982176214269652wqg4ks20519851:20000
Niotaze-Stephenville complex, 4 to 25 percent slopes6952669514271621jx2hks20719731:20000
Stephenville fine sandy loam, 1 to 3 percent slopes6980118114271651jx2lks20719731:20000
Stephenville-Darnell complex, 3 to 8 percent slopes416911382026dtjfok01919771:24000
Stephenville-Darnell complex, 5 to 20 percent slopesSvDF206643334plfqok01919771:24000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopesSEND611253820822y2rjok02719841:24000
Stephenville-Darnell complex, 1 to 5 percent slopesSvDC137703821332y2rgok02719841:24000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopes, erodedSEND21189430900662y2rlok02719841:24000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopes, gulliedSEND4974630900652y2s6ok02719841:24000
Stephenville-Darnell complex, 1 to 5 percent slopes, erodedSvDC230133821032y2rhok02719841:24000
Zaneis and Stephenville soils, 2 to 8 percent slopes, severely erodedEt1737138217230c0tok03119651:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately erodedCoC278863821692schvok03119651:24000
Stephenville fine sandy loam, 1 to 3 percent slopesCoB31633821672tq29ok03119651:24000
Stephenville fine sandy loam, 3 to 5 percent slopesCoC24803821682scj2ok03119651:24000
Stephenville fine sandy loam, 1 to 3 percent slopesCc38623822702tq29ok03719521:24000
Stephenville-Darnell complex, 3 to 8 percent slopes, rockyStDD102025152782tq8hok03719521:24000
Stephenville-Darnell-Gullied land complex, 3 to 8 percent slopesSDGD45532210362y2rkok03719521:24000
Stephenville-Darnell complex, 5 to 20 percent slopes6921241382604dv42ok04919821:24000
Stephenville fine sandy loam, 3 to 5 percent slopes67190973826022scj2ok04919821:24000
Stephenville and Newalla soils, 3 to 8 percent slopes, gullied7015805382606dv44ok04919821:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately eroded68135713826032schvok04919821:24000
Stephenville fine sandy loam, 1 to 3 percent slopes6632013826012tq29ok04919821:24000
Stephenville fine sandy loam, 3 to 5 percent slopes49234483826702scj2ok05119751:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately eroded50230273826722schvok05119751:24000
Stephenville-Darnell complex, 1 to 8 percent slopes5220446382674dv6bok05119751:24000
Stephenville-Eufaula complex, 3 to 8 percent slopes53198293826752xm2nok05119751:24000
Stephenville fine sandy loam, 3 to 8 percent slopes, severely eroded5118891382673dv69ok05119751:24000
Konawa-Stephenville complex, 3 to 8 percent slopes, severely eroded199669382637dv54ok05119751:24000
Stephenville fine sandy loam, 1 to 3 percent slopes4869003826692tq29ok05119751:24000
Stephenville-Pulaski, frequently flooded, complex, 0 to 12 percent slopes544436382676dv6dok05119751:24000
Eufaula-Stephenville complex, 8 to 20 percent slopes92415382692dv6xok05119751:24000
Stephenville-Darnell complex, 1 to 12 percent slopesSdE8696383249dvswok06719671:24000
Stephenville and Littleaxe soils, 1 to 3 percent slopesSbB67603832452schlok06719671:24000
Stephenville fine sandy loam, 3 to 5 percent slopesSbC49183832462scj2ok06719671:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately erodedSbC219653832472schvok06719671:24000
Stephenville and Newalla soils, 3 to 8 percent slopes, severely erodedScC31734383248dvsvok06719671:24000
Stephenville fine sandy loam, 3 to 5 percent slopes438555383308dvvsok06919761:24000
Stephenville-Darnell complex, 5 to 12 percent slopes4450713833092tq2fok06919761:24000
Stephenville fine sandy loam, 1 to 3 percent slopes424659383307dvvrok06919761:24000
Darnell-Stephenville complex, 3 to 12 percent slopesDaSE1184053835082y2rpok08119661:24000
Darnell-Stephenville complex, 3 to 12 percent slopes, severely erodedDaSE3646923835092y2rrok08119661:24000
Stephenville fine sandy loam, 3 to 5 percent slopesStC223003835342scj2ok08119661:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately erodedStC299853835352schvok08119661:24000
Stephenville fine sandy loam, 1 to 3 percent slopesStB79063835332tq29ok08119661:24000
Stephenville-Darnell complex, 5 to 15 percent slopesSvDE2012930900722y2rwok08319941:12000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopes, erodedSEND21780430900682y2rlok08319941:12000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopesSEND1115630900692y2rjok08319941:12000
Stephenville-Darnell complex, 1 to 5 percent slopesSvDC1115030900702y2rgok08319941:12000
Stephenville-Darnell complex, 1 to 5 percent slopes, erodedSvDC2960330900712y2rhok08319941:12000
Stephenville-Darnell-Gullied land complex, 3 to 8 percent slopesSEGD4745930900672y2rkok08319941:12000
Stephenville fine sandy loam, 1 to 3 percent slopesSteB9343836822tq29ok08319941:12000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately erodedSteC27163836832schvok08319941:12000
Stephenville-Urban land-Newalla complex, 1 to 8 percent slopesSUND3433836752scj0ok08319941:12000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately eroded44251293838022schvok08719761:24000
Stephenville-Gullied land complex, 1 to 8 percent slopes45120583838032tq8bok08719761:24000
Stephenville fine sandy loam, 3 to 5 percent slopes43105263838012scj2ok08719761:24000
Darnell-Stephenville complex, 3 to 12 percent slopes43206383906dwh2ok09519781:24000
Stephenville-Darnell complex, 3 to 8 percent slopes, rockyStDD50283841152tq8hok10319941:24000
Stephenville-Darnell-Gullied land complex, 3 to 8 percent slopesSEGD42820130900742y2rkok10719961:24000
Darnell-Stephenville complex, 3 to 12 percent slopesDaSE234313841492y2rpok10719961:24000
Darnell-Stephenville complex, 3 to 5 percent slopesDaSC73393841482y2rtok10719961:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately erodedSteC258453842102schvok10719961:24000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopesSEND448230900732y2rjok10719961:24000
Stephenville-Oil waste land complex, 1 to 8 percent slopesSOWD1304384204dwspok10719961:24000
Stephenville fine sandy loam, 1 to 3 percent slopesSteB12853842092tq29ok10719961:24000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopesSEND5997130900772y2rjok10919961:12000
Stephenville-Darnell complex, 1 to 5 percent slopesSvDC2832030900812y2rgok10919961:12000
Stephenville-Urban land-Newalla complex, 1 to 8 percent slopesSUND123513843562scj0ok10919961:12000
Stephenville-Darnell-Newalla complex, 3 to 8 percent slopes, erodedSEND21013530900792y2rlok10919961:12000
Stephenville-Darnell-Gullied land complex, 3 to 8 percent slopesSEGD4817230900762y2rkok10919961:12000
Stephenville-Darnell complex, 1 to 5 percent slopes, erodedSvDC2425330900802y2rhok10919961:12000
Darnelll-Stephenville-Rock outcrop complex, 3 to 45 percent slopesDaSRG93430900752y2rvok10919961:12000
Stephenville-Littleaxe complex, 1 to 5 percent slopes, gulliedStLC4376384359dwypok10919961:12000
Stephenville-Darnell complex, 3 to 8 percent slopes, rockyStDD619814129652tq8hok11720071:24000
Stephenville-Darnell complex, 3 to 8 percent slopes, rockyStDD3236819073822tq8hok11919831:24000
Stephenville fine sandy loam, 3 to 5 percent slopes5441743845532scj2ok11919831:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, severely eroded513711384550dx4vok11919831:24000
Stephenville fine sandy loam, 1 to 3 percent slopes5319823845522tq29ok11919831:24000
Darnell-Stephenville complex, 5 to 20 percent slopesDaE46507384610dx6sok12319671:24000
Stephenville-Darnell complex, 3 to 8 percent slopesSvD16917384654dx86ok12319671:24000
Newalla-Stephenville complex, 3 to 8 percent slopes, severely erodedWkC310833384664dx8jok12319671:24000
Stephenville fine sandy loam, 3 to 5 percent slopesStC55443846522scj2ok12319671:24000
Stephenville fine sandy loam, 3 to 5 percent slopes, moderately erodedStC215663846532schvok12319671:24000
Stephenville fine sandy loam, 1 to 3 percent slopesStB12823846512tq29ok12319671:24000
Stephenville-Darnell complex, 5 to 12 percent slopes43580463847052tq2fok12519751:24000
Littleaxe and Stephenville soils, 3 to 8 percent slopes, severely eroded5356850384716dxb6ok12519751:24000
Stephenville fine sandy loam, 3 to 5 percent slopes42181183847042scj2ok12519751:24000
Stephenville fine sandy loam, 1 to 3 percent slopes4112533847032tq29ok12519751:24000
Stephenville-Darnell complex, 5 to 12 percent slopes44730333848322tq2fok13319761:24000
Stephenville-Darnell complex, 5 to 15 percent slopes, severely eroded45355533848332tq8gok13319761:24000
Stephenville fine sandy loam, 3 to 5 percent slopes43190863848312scj2ok13319761:24000
Stephenville fine sandy loam, 1 to 3 percent slopes4251013848302tq29ok13319761:24000
Stephenville and Littleaxe soils, 3 to 5 percent slopesSbC50481384885dxhnok13719601:24000
Stephenville-Darnell complex, 5 to 12 percent slopesSdE421493848882tq2fok13719601:24000
Stephenville-Pulaski, frequently flooded, complex, 0 to 20 percent slopesRs30338384882dxhkok13719601:24000
Stephenville and Newalla soils, 1 to 8 percent slopes, severely erodedSw323744384889dxhsok13719601:24000
Stephenville fine sandy loam, 5 to 8 percent slopesSbD22335384887dxhqok13719601:24000
Stephenville and Littleaxe soils, 1 to 3 percent slopesSbB194503848842schlok13719601:24000
Stephenville and Littleaxe soils, 3 to 5 percent slopes, erodedSbC210307384886dxhpok13719601:24000
Darnell-Stephenville complex, 3 to 8 percent slopesDsC4991068003l45ok14719651:20000
Stephenville loamy fine sand, 0 to 3 percent slopes483795363902d6nstx07719771:24000
Stephenville fine sandy loam, 1 to 3 percent slopesSvB944365550d8cytx14719891:24000
Stephenville fine sandy loam, 1 to 5 percent slopesStC11999368060dbzxtx23719921:24000

Map of Series Extent

Approximate geographic distribution of the STEPHENVILLE soil series. To learn more about how this distribution was mapped, or to compare this soil series extent to others, use the Series Extent Explorer (SEE) application. Source: generalization of SSURGO geometry .