*** Supplementary Characterization Data ***
Pedon ID: S1999OR071001( Yamhill, Oregon )Print Date: Nov 26 2024 11:09PM

Sampled as :Chehalem ; Fine, mixed, superactive, mesic Cumulic Endoaquoll
Revised to correlated:Chehalem ; Fine, mixed, superactive, mesic Cumulic Vertic Endoaquolls
United States Department of Agriculture
SSL-ProjectCP00OR099   WILLAMETTE VALLEYNatural Resources Conservation Service
-Site IDS1999OR071001   Lat: 45° 5' 50.00" north  Long: 123° 30' 32.99" westNational Soil Survey Center
-Pedon No. 00P0567Soil 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
4F14F
 
00P037140-13A1S10010010010010010010010010096836248100100999794--0.002--652813.80.5
00P0371513-25A2S10010010010010010010010010095846450100100999793--0.002--12.40.5
00P0371625-56ABS1001001001001001001009999958262489999989692--0.002--13.70.5
00P0371756-97BtS100100100100100100100100100927657451001009995870.010.003--18.10.4
00P0371897-152CS100100100100100918263564338302562585144410.720.2130.001>1000.1

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
 
00P037140-13A1S--------------100--------1001.451
00P0371513-25A2S--------------100--------1001.451
00P0371625-56ABS1----1----1991----1991.461
00P0371756-97BtS--------------100--------1001.451
00P0371897-152CS37----37--18196337--1819631.731

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: S1999OR071001( Yamhill, Oregon )Print Date: Nov 26 2024 11:09PM
Sampled As:ChehalemFine, mixed, superactive, mesic Cumulic Endoaquoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0567

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
 
00P037140-13A1S--------------1003252645100.391.000.52
00P0371513-25A2S--------------100424274590.390.50
00P0371625-56ABS1----1----199425274570.380.53
00P0371756-97BtS--------------100723254550.340.62
00P0371897-152CS24----24--121276141116350.250.72

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
 
00P037140-13A1S128892tr146226692sic6.145.948.04.7
00P0371513-25A2S1486100trtr1481868100sic6.843.349.94.9
00P0371625-56ABS222138593tr148196795sic6.744.648.74.9
00P0371756-97BtS237782tr1714205782sic12.842.245.04.8
00P0371897-152CS4949492922332121717883565cl34.226.439.44.7
NSSC SSL Report Creation