*** Supplementary Characterization Data ***
Pedon ID: S2000ND089003( Stark, North Dakota )Print Date: Jun 2 2024 5:05PM

Sampled as on Oct 23, 2000:Regent ; Fine, smectitic, frigid Vertic Argiustolls
Revised to SSL on Jan 31, 2003:Regent ; Fine, smectitic, frigid Vertic Argiustoll
United States Department of Agriculture
SSL-ProjectC2001USND097   RICHLAND & STARKNatural Resources Conservation Service
-Site IDS2000ND089003   Lat: 46° 47' 24.57" north  Long: 103° 1' 18.47" west  MLRA: 54National Soil Survey Center
-Pedon No. 01N0555Kellogg 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
 
01N031790-8Ap1S100755732141414141413865141414131239.6033.7580.034>100441.9
01N031808-17Ap2S10010010010010010010099999060483999999895840.020.007tr55.20.2
01N0318117-38BtS1001001001001001001001001009572574710010010098910.010.003tr20.20.4
01N0318238-54BtkS1001001001001001001001001009772544210010010099940.010.004tr23.40.4
01N0318354-69BkS10010010010010010010010010097664735100100100100940.010.006tr34.00.4
01N0318469-100BkyS1001001001001001001001001009560433310010010099890.020.009tr50.00.3
01N03185100-141Cr1S1001001001001001001001001009149372910010010098780.030.021tr63.10.4
01N03186141-245Cr2S1001001001001001001001001008957402910010010094840.020.011tr50.70.5

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
DbWR1DbWR1
 
01N031790-8Ap1S891226666----118686----142.412.482.482.501.321.451.561.671.820.101.01
01N031808-17Ap2S11----1991----1991.311.651.691.821.301.481.641.681.811.021.04
01N0318117-38BtS----------100--------1001.311.751.701.821.311.521.751.711.821.021.02
01N0318238-54BtkS----------100--------1001.321.591.731.821.321.471.591.731.821.011.01
01N0318354-69BkS----------100--------1001.311.561.721.821.311.451.561.721.821.021.02
01N0318469-100BkyS----------100--------1001.4511.903
01N03185100-141Cr1S----------100--------1001.4511.903
01N03186141-245Cr2S----------100--------1001.361.591.811.851.361.491.591.801.850.950.95

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: S2000ND089003( Stark, North Dakota )Print Date: Jun 2 2024 5:05PM
Sampled As:RegentFine, smectitic, frigid Vertic Argiustolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  01N0555

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---)
 
01N031790-8Ap1S811205959----192432780.630.420.1660.41.03.25.70.030.16
01N031808-17Ap2Str----tr----tr10072220133890.660.720.400.2044.48.04.48.10.180.18
01N0318117-38BtS--------------10042223123980.630.400.2155.110.15.110.10.150.15
01N0318238-54BtkS--------------10032621941100.470.400.1533.76.43.76.40.190.19
01N0318354-69BkS--------------100329181041110.460.450.1703.46.03.46.00.200.20
01N0318469-100BkyS--------------1006311870.440.47
01N03185100-141Cr1S--------------10012271680.370.52
01N03186141-245Cr2S--------------10082815445120.400.590.1823.15.33.15.30.210.21

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-20-2.05.002.002VCCMFVFCFayPSDA.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
 
01N031790-8Ap1S9369--254trtr1421413252sicl17.747.934.46.20.94
01N031808-17Ap2S222257465trtr1518403566sicl15.245.039.85.5
01N0318117-38BtS------168489--tr1312364789sic8.744.347.07.00.57
01N0318238-54BtkS------118972----tr19385172sic6.351.841.97.9
01N0318354-69BkS------99155----trtr9444755sicl6.058.735.37.8
01N0318469-100BkyS------178348----tr115434048sicl11.256.332.57.90.48
01N03185100-141Cr1S------316940----tr229402940cl22.249.328.57.73.87
01N03186141-245Cr2S------237741----tr814383941sicl16.354.629.17.75.28
NSSC SSL Report Creation