*** Supplementary Characterization Data ***
Pedon ID: S2005OR071007( Yamhill, Oregon )Print Date: Dec 17 2024 8:26PM

Sampled as on Oct 10, 2005:Pilchuck ; Sandy, mixed, mesic Fluventic Haploxerolls
Revised to :
United States Department of Agriculture
SSL-ProjectC2006USOR038   Willamette ValleyNatural Resources Conservation Service
-Site ID05-DRJ-10   Lat: 45° 8' 1.30" north  Long: 123° 1' 40.30" west  MLRA: 2National Soil Survey Center
-Pedon No. 06N0235Kellogg 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
 
06N008800-12Ap1S10010010010010010010010097453120121001008650400.130.1010.00198.32.0
06N0088112-25Ap2S10010010010010010010010098483421131001009052430.120.0870.001>1001.3
06N0088225-45C1S10010010010010010010010094148641001007717120.190.1660.0316.22.5
06N0088345-71C2S10010010010010010010010087642110010047750.300.2610.1072.80.9
06N0088471-100C3S100100100100100100100100921911751001006722150.220.1780.01613.64.0
06N00885100-152C4S10010010010010010010010086431tr10010045430.300.2660.1142.60.9

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
 
06N008800-12Ap1Strtr--trtr100tr--trtr1001.4511.903
06N0088112-25Ap2Strtr--trtr100tr--trtr1001.4511.903
06N0088225-45C1S----------100--------1001.4511.903
06N0088345-71C2S----------100--------1001.4511.903
06N0088471-100C3S----------100--------1001.4511.903
06N00885100-152C4S----------100--------1001.4511.903

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: S2005OR071007( Yamhill, Oregon )Print Date: Dec 17 2024 8:26PM
Sampled As:PilchuckSandy, mixed, mesic Fluventic Haploxerolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  06N0235

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---)
 
06N008800-12Ap1Str----tr--tr--10033157102.360.80
06N0088112-25Ap2Str----tr------10031167102.250.75
06N0088225-45C1S--------------10048424.431.60
06N0088345-71C2S--------------100522tr120.147.43
06N0088471-100C3S--------------1004653113.961.40
06N00885100-152C4S--------------100532tr42.0014.33

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
 
06N008800-12Ap1S------683214--tr154211112114fsl59.828.012.26.1
06N0088112-25Ap2S------663415--tr114411102415fsl57.529.513.05.9
06N0088225-45C1S------9284----24635344fs88.37.54.26.1
06N0088345-71C2S------9641--tr53402131s94.94.40.76.2
06N0088471-100C3S------90106--tr35477556ls84.89.95.36.1
06N00885100-152C4S------973tr--tr55411tr3trs96.92.80.36.1
NSSC SSL Report Creation