*** Supplementary Characterization Data ***
Pedon ID: S2014OR013025( Crook, Oregon )Print Date: Dec 8 2025 5:11PM

Sampled as on Oct 2, 2014:Mulvahill ; Fine, smectitic Aquic Palecryoll
Revised to :
United States Department of Agriculture
SSL-ProjectC2020USOR003   Redmond Initial Soil Survey SamplingNatural Resources Conservation Service
-Site IDS2014OR013025   Lat: 44° 20' 28.60" north  Long: 120° 10' 11.64" west  MLRA: 10National Soil Survey Center
-Pedon No. 20N0027Kellogg 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
 
20N0009810-41Ap2S1001001001001001001001009674634838100989076710.010.006tr40.40.3
20N0009941-542BwbS1001001001001001001001009554412311100998357510.110.0460.00266.60.4
20N0010054-893BtbS1001001001001001001001009990694936100999793860.010.005tr28.40.4
20N0010189-1243Bwb1S1001001009999999998958557362397969490780.020.0120.00140.70.9
20N00102124-1573Bwb2S100100100100100999897968043231197969587680.040.0260.00221.01.0
20N00103157-1854CS100928678726047161395321513121089.725.5580.092>1009.6
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
 
20N0009810-41Ap2S----------100--------1001.4511.903
20N0009941-542BwbS----------100--------1001.4511.903
20N0010054-893BtbS----------100--------1001.4511.903
20N0010189-1243Bwb1S221tr19821tr1981.4611.913
20N00102124-1573Bwb2S33tr21973tr21971.4611.913
20N00103157-1854CS84842825311684282531162.3612.473

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: S2014OR013025( Crook, Oregon )Print Date: Dec 8 2025 5:11PM
Sampled As:MulvahillFine, smectitic Aquic Palecryoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0027
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---)
 
20N0009810-41Ap2S--------------100161821120.44
20N0009941-542BwbS--------------10027226131.08
20N0010054-893BtbS--------------10082720130.45
20N0010189-1243Bwb1S1----11tr199113012160.56
20N00102124-1573Bwb2S1----2tr11991632681.32
20N00103157-1854CS76----7525222824752300.97
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
3A1a1a4C1a2a
 
20N0009810-41Ap2S------465462tr214228134162cl28.633.238.26.1
20N0009941-542BwbS------554512tr118297113412l49.140.110.86.5
20N0010054-893BtbS------237757tr13711265157sicl14.449.336.37.0
20N0010189-1243Bwb1S331267229122616284630sil20.456.623.06.5
20N00102124-1573Bwb2S333326512tr12922293712sil29.659.510.96.6
20N00103157-1854CS86865786291091315232213l49.339.311.46.2
NSSC SSL Report Creation