*** Supplementary Characterization Data ***
Pedon ID: S2014CA019002( Fresno, California )Print Date: Dec 12 2024 7:20AM

Sampled as on Jul 15, 2014:Sheepcreek ; Sandy-skeletal, isotic, mesic Vitrandic Humixerepts
Revised to correlated on Feb 11, 2020:Canyonview ; Sandy-skeletal, isotic, mesic Vitrandic Humixerepts
United States Department of Agriculture
SSL-ProjectC2015USCA042   Sequoia and Kings Canyon Nat. Parks FY2015 MLRA 22ANatural Resources Conservation Service
-Site IDS2014CA019002   Lat: 36° 47' 42.21" north  Long: 118° 41' 15.43" west  MLRA: 22ANational Soil Survey Center
-Pedon No. 15N0488Kellogg 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
 
15N024780-3OiS100100100100100100100100
15N024793-12AS10010010010010091826945291810558483932251.140.5900.005>1001.2
15N0248012-39ABS1001001009999908064391674254423119121.500.7810.03443.71.1
15N0248139-85BwS100100100100100918166391563156433018111.340.7420.04231.71.2
15N0248285-124C1S10010010010010090796441135315644291791.440.7080.05526.30.8
15N02483124-165C2S100100100999987745938114215342271472.120.8460.06532.40.6

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
DbWR1DbWR1
 
15N024780-3OiS----------100--------1001.4511.903
15N024793-12AS6033918tr1084031tr1813691.7012.063
15N0248012-39ABS363611916643611916641.191.241.331.740.910.940.951.081.571.231.91
15N0248139-85BwS492326--15125134--1915661.7212.073
15N0248285-124C1S65153119tr1183536tr2115641.7312.083
15N02483124-165C2S63730261169374112515591.7712.103

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: S2014CA019002( Fresno, California )Print Date: Dec 12 2024 7:20AM
Sampled As:SheepcreekSandy-skeletal, isotic, mesic Vitrandic Humixerepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  15N0488

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---)
 
15N024780-3OiS--------------10074
15N024793-12AS2022512tr658027133165.240.89
15N0248012-39ABS16----16tr978423514114295.361.520.5601.11.41.11.40.110.13
15N0248139-85BwS23--1517--108773561294.631.47
15N0248285-124C1S23102012tr75773651263.111.00
15N02483124-165C2S27520181116733541132.880.94

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
 
15N024793-12AS62191926123171613121011218cosl63.229.67.26.6
15N0248012-39ABS373736531121519191811893lcos81.316.22.55.8
15N0248139-85BwS49262743811620201811872lcos83.514.61.95.6
15N0248285-124C1S65191930411318242012662lcos85.912.21.95.7
15N02483124-165C2S63262532411118262211652cos87.311.11.65.7
NSSC SSL Report Creation