*** Supplementary Characterization Data ***
Pedon ID: 85CA105006( Trinity, California )Print Date: Nov 21 2024 12:41PM

Sampled as on Aug 30, 1985:Weaverville
Revised to correlated:Weaverville ; Fine-loamy, sesquic, mesic Ultic Palexeralfs
United States Department of Agriculture
SSL-ProjectRP86CA080   TRINITY COUNTYNatural Resources Conservation Service
-Site IDS1985CA105006   Lat: 40° 43' 33.46" north  Long: 122° 55' 41.99" west  MLRA: 5National Soil Survey Center
-Pedon No. 86P0261Soil 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
 
86P014980-8AS100100100100100989686644226171176665746360.320.1410.002>1001.5
86P014998-18BAS100100100100100989584654327181275675947380.280.1250.001>1001.7
86P0150018-38Bt1S100100100100100999889714832221683746453430.180.0840.001>1001.5
86P0150138-64Bt2S1001001001001001009994775741322587797161510.090.044-->1000.3
86P0150264-114Bt3S100100100100100999894775741312488797261510.090.0450.001>1000.4
86P01503114-150Bt4S100100100100100999894755337272086776857470.120.0600.001>1000.7
86P01504150-188Bt5S100100100100100999892734730201485766652410.170.0870.001>1002.0

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
 
86P014980-8AS14----14--4108614--410861.561
86P014998-18BAS16----16--5118416--511841.561
86P0150018-38Bt1S11----11--298911--29891.531
86P0150138-64Bt2S6----6--15946--15941.491
86P0150264-114Bt3S6----6--24946--24941.491
86P01503114-150Bt4S6----6--24946--24941.481
86P01504150-188Bt5S8----8--26928--26921.501

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: 85CA105006( Trinity, California )Print Date: Nov 21 2024 12:41PM
Sampled As:Weaverville
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  86P0261

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
 
86P014980-8AS8----8--269229156411.690.77
86P014998-18BAS9----9--369127157411.230.67
86P0150018-38Bt1S6----6--159426159420.820.58
86P0150138-64Bt2S3----3--1397241514440.610.54
86P0150264-114Bt3S3----3--1297241514440.690.55
86P01503114-150Bt4S3----3--1297261511440.880.65
86P01504150-188Bt5S5----5--139529168431.490.84

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
 
86P014980-8AS1616165629121314121513142014sl57.729.712.66.0
86P014998-18BAS1818185230131212121613152116sl54.931.014.15.7
86P0150018-38Bt1S131313553219912131614152222fsl52.129.818.15.5
86P0150138-64Bt2S8885735341012111514152337scl45.427.726.95.5
86P0150264-114Bt3S888573632912111514152435l45.628.725.75.5
86P01503114-150Bt4S8885934261013121514142328l49.728.621.75.5
86P01504150-188Bt5S999593116911131715132117fsl55.829.514.75.4
NSSC SSL Report Creation