*** Supplementary Characterization Data ***
Pedon ID: S2015ND093029( Stutsman, North Dakota )Print Date: Dec 6 2025 1:31AM

Sampled as on Nov 28, 2015:McDonaldsville ; Clayey over sandy or sandy-skeletal, siliceous, frigid Vertic Epiaquolls
Revised to correlated on May 16, 2017:McDonaldsville ; Loamy-skeletal, mixed, superactive, frigid Typic Calciaquolls
United States Department of Agriculture
SSL-ProjectC2016USND034   Site_C NEON ND Stutsman Co.Natural Resources Conservation Service
-Site IDS2015ND093029   Lat: 47° 7' 19.20" north  Long: 99° 14' 20.40" west  MLRA: 53BNational Soil Survey Center
-Pedon No. 16N0392Kellogg Soil Survey Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska 68508-3866
Tier 1-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19--20--21--22--23--24--25-
 
(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)( Atter- )( Gradation )
Percentage Passing SieveUSDA Less Than Diameters (mm) at bergUni-Cur-
Depth323/213/43/84104020020521..5.25.10.05605010LLPIfmtyvtur
Layer(cm)HorzPrep(-------------------Inches-------------------)(---------Number---------)(------Microns----)(---------Millimeter----------)(-----Percentile---)(----%----)CUCC
 
16N016280-1OiS100100100100100100100100
16N016291-25A1S10099999898979695867361473893888275710.020.007tr49.50.2
16N0163025-41A2S10099989695928985705240322781736354500.190.053tr>1000.1
16N0163141-61BgS10096938885776862503727221859524438361.280.4100.001>1000.8
16N0163261-1002CgS100908372654831188543213975515.4710.2590.58126.62.2
Tier 2-26--27--28--29--30--31--32--33--34--35--36--37--38--39--40--41--42--43--44--45--46--47--48--49--50-
 
(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -)(- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -)(- - Void - -)
Whole Soil (mm)<75 mm FractionWhole Soil<2 mm FractionRatios
>225025075752057575205Soil SurEngineeringSoil SurveyEngineeringAt 33 kPa
Depth-UP-75-2-20-5-2<2-2-20-5-2<233OvenMoistSatur331500OvenMoistSaturWhole<2
Layer(cm)HorzPrep(------------------- % of Whole Soil ------------------)(--------- % of <75 mm ---------)kPa-dry-ated kPa kPa -dry -ated Soilmm
 
16N016280-1OiS----------100--------1001.4511.903
16N016291-25A1S55221955221951.4811.923
16N0163025-41A2S15155648515564851.5511.973
16N0163141-61BgS4033715166603815176621.7712.103
16N0163261-1002CgS82823534131882353413182.3112.443

1The whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.
3The saturated whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.


*** Supplementary Characterization Data ***
Pedon ID: S2015ND093029( Stutsman, North Dakota )Print Date: Dec 6 2025 1:31AM
Sampled As:McDonaldsvilleClayey over sandy or sandy-skeletal, siliceous, frigid Vertic Epiaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  16N0392
Tier 3-51--52--53--54--55--56--57--58--59--60--61--62--63--64--65--66--67--68--69--70--71--72--73--74--75-
 
(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -)C(- - - - - - - Ratios To Clay - - - - - -)(- - Linear Extensiblity - -)(- - WRD - -)
Whole Soil (mm) At 33 kPa/N<2 mm FractionWhole Soil<2 mmWhole<2
>225025075752052-.05-LTPoresRatFineCEC1500LEP33 kPato %Soilmm
Depth-UP-75-2-20-5-2<2.05.002.002DF-ioClaySumNH4-kPa331500Oven1500Oven
Layer(cm)HorzPrep(----------------------------- % of Whole Soil ---------------------------)CatsOACH2OkPakPa-drykPa-dry(---in3/in3---)
 
16N016280-1OiS--------------10013
16N016291-25A1S3----311197131821100.75
16N0163025-41A2S8----93429221141690.54
16N0163141-61BgS27--225101147317111280.48
16N0163261-1002CgS72----7231301128122290.43
Tier 4-76--77--78--79--80--81--82--83--84--85--86--87--88--89--90--91--92--93--94--95--96--97--98-
 
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -)TextPSDA (mm)pHElect.Part-
(--------------- Whole Soil ---------------)(------------------- <2 mm Fraction -------------------)-ureSandSiltClayCaRes-Con--icle
>275202-.05-<(------------- Sands -------------)(--- Silts ---)Clby2-.05-<Cl2ist.ductDen-
Depth-2-2.05.002.002VCCMFVFCFayPSDA.05.002.002.01MohmsdS m-1sity
Layer(cm)HorzPrep(- % of >2 mm Sand and Silt -)(------------------% of Sand and Silt -------------)<2 mm(---- % of 2 mm ----)(-------- <2 mm --------)g cm-3
3A1a1a4C1a2a4F2
 
16N016280-1OiS7.0
16N016291-25A1S8853953624811118174067c25.634.340.17.83.69
16N0163025-41A2S20201448313771418148162446cl41.726.831.58.01.59
16N0163141-61BgS49452731202271519137192042cl42.727.529.88.20.72
16N0163261-1002CgS8484481432302716746915cosl73.513.712.88.11.42
NSSC SSL Report Creation