*** Supplementary Characterization Data ***
Pedon ID: S2015CA107006( Tulare, California )Print Date: Dec 11 2024 3:30PM

Sampled as on Aug 3, 2015:McDermand ; Sandy-skeletal, isotic Oxyaquic Humicryepts
Revised to :
United States Department of Agriculture
SSL-ProjectC2016USCA011   Sequoia and Kings Canyon NP CharacterizationNatural Resources Conservation Service
-Site IDS2015CA107006   Lat: 36° 40' 43.35" north  Long: 118° 24' 33.55" west  MLRA: 22ANational Soil Survey Center
-Pedon No. 16N0259Kellogg 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
 
16N009400-10AS1001001001001001009995805030181189837357410.120.0750.00269.42.0
16N0094110-30Bw1S10010010010010098958258321610671605238240.480.2180.00593.01.8
16N0094230-75Bw2S100100100100100928361321375348352416111.901.1240.04443.61.6

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
 
16N009400-10AS55--14955--14951.4811.923
16N0094110-30Bw1S1818--5138218--513821.5911.993
16N0094230-75Bw2S3939--17226139--1722611.7512.093

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.
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---)
 
16N009400-10AS3----3--129730176123.311.71
16N0094110-30Bw1S11----11--388934113114.331.48
16N0094230-75Bw2S25----26--111575345293.280.75


*** Supplementary Characterization Data ***
Pedon ID: S2015CA107006( Tulare, California )Print Date: Dec 11 2024 3:30PM
Sampled As:McDermandSandy-skeletal, isotic Oxyaquic Humicryepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  16N0259

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
3A1a1a4C1a2a
 
16N009400-10AS66661331277121919132313fsl57.331.511.24.0
16N0094110-30Bw1S19191961196141411181910147cosl70.722.46.94.2
16N0094230-75Bw2S4040405283232219159666lcos82.712.05.34.7
NSSC SSL Report Creation