*** Supplementary Characterization Data ***
Pedon ID: S99CA017009( El Dorado, California )Print Date: Nov 23 2024 10:18PM

Sampled as on Oct 5, 1999:Tallac ; Sandy-skeletal, isotic, frigid Humic Fragixerept
Revised to correlated:Tallac ; Loamy-skeletal, mixed, frigid Fragic Dystroxerepts
United States Department of Agriculture
SSL-ProjectCP00CA036   TAHOE BASIN SURVEYNatural Resources Conservation Service
-Site ID99CA693-013   Lat: 38° 56' 10.56" north  Long: 120° 2' 43.15" westNational Soil Survey Center
-Pedon No. 00P0195Soil 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
 
00P014713-5A1S1009795929080695122115213524181393.071.9130.05753.82.9
00P014725-13A2S10098979594888171422295357443425181.180.6920.02253.91.0
00P0147313-23A3S10097949188807260372095249393023162.001.0710.02387.81.2
00P0147423-43AbS10092877973604739261363133272115119.455.5220.042>1001.2
00P0147543-66BwS10090837366544233221153129231712913.407.4870.060>1001.7
00P0147666-122Cx1S100928677715437197211tr14842212.098.0180.63619.01.5
00P01477122-157Cx2S10090837366523716621trtr12732114.238.7910.78018.31.1
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
3B13B13B1
 
00P014713-5A1S49----491021185149102118511.861
00P014725-13A2S29----2961310712961310711.671
00P0147313-23A3S53--213291394740121612601.901
00P0147423-43AbS68--194922216326127268392.101
00P0147543-66BwS782304623166226734249332.231
00P0147666-122Cx1S87128582124131381293418192.371
00P01477122-157Cx2S90233552219141084342921162.431

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.


*** Supplementary Characterization Data ***
Pedon ID: S99CA017009( El Dorado, California )Print Date: Nov 23 2024 10:18PM
Sampled As:TallacSandy-skeletal, isotic, frigid Humic Fragixerept
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0195
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---)
8D1
 
00P014713-5A1S35----357151365306130185.582.53
00P014725-13A2S18----18486823310237205.442.25
00P0147313-23A3S38--152369662258128205.502.17
00P0147423-43AbS53--15391717547186121165.862.36
00P0147543-66BwS6522539191353514516155.962.46
00P0147666-122Cx1S781255219221222111113.641.00
00P01477122-157Cx2S8123049201713199182.690.69
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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
00P014713-5A1S4949394281312312107982lcos81.716.41.94.7
00P014725-13A2S30302455163211815131113104lcos74.821.63.65.2
00P0147313-23A3S54322235111191715141112123lcos73.323.73.05.1
00P0147423-43AbS6949272381151616151114123cosl71.825.42.85.2
00P0147543-66BwS7846221661121918151013133cosl72.524.92.65.2
00P0147666-122Cx1S875837121tr292920104441cos90.68.31.15.6
00P01477122-157Cx2S90553391tr26342194331cos92.26.51.35.6
NSSC SSL Report Creation