*** Supplementary Characterization Data ***
Pedon ID: S2006OR071003( Yamhill, Oregon )Print Date: Mar 13 2025 7:13PM

Sampled as on May 13, 2006:Melbourne ; Fine, mixed, active, mesic Typic Dystroxerepts
Revised to :
United States Department of Agriculture
SSL-ProjectC2006USOR113   Willamette Valley Natural Resources Conservation Service
-Site ID06-DRJ-03   Lat: 45° 8' 32.20" north  Long: 123° 25' 39.29" west  MLRA: 2National Soil Survey Center
-Pedon No. 06N0915Kellogg 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
3H3H
 
06N039930-7A1S1001001001001001001001009996906956100100999795tr0.002tr8.90.6
06N039947-43A2S1001001001001001001001009996907159100100999795tr0.001tr7.40.6
06N0399543-74Bw1S100100100100100100999089847962509090888583tr0.002tr713913.60.5
06N0399674-116Bw2S100100100100100908080787168524280797672700.010.004tr29.30.3
06N03997128-149BCS100100100100100958974736763483974737168650.020.006tr42.90.3
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
 
06N039930-7A1Strtr----tr100tr----tr1001.4511.903
06N039947-43A2Strtr----tr100tr----tr1001.201.541.581.751.201.291.541.591.751.211.21
06N0399543-74Bw1S1010--199010--19901.201.561.601.751.131.241.491.541.701.211.35
06N0399674-116Bw2S2020--20tr8020--20tr801.211.541.601.751.071.171.391.491.671.191.48
06N03997128-149BCS2626--11157426--1115741.301.601.681.811.101.191.401.531.681.041.41

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: S2006OR071003( Yamhill, Oregon )Print Date: Mar 13 2025 7:13PM
Sampled As:MelbourneFine, mixed, active, mesic Typic Dystroxerepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  06N0915
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---)
 
06N039930-7A1Str----tr----tr10032230190.980.43
06N039947-43A2Str----tr----tr100216271738120.860.430.1482.48.72.48.70.080.08
06N0399543-74Bw1S4----4--tr496315231540110.990.490.1733.09.13.19.70.100.10
06N0399674-116Bw2S9----9--9tr9151319153951.040.550.1752.98.43.09.10.100.11
06N03997128-149BCS13----13--578741319133861.040.560.1612.37.22.78.40.100.11
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
 
06N039930-7A1S------1188124tr12441277125c5.039.555.54.8
06N039947-43A2S------1288142--13541375143c4.936.358.84.5
06N0399543-74Bw1S2020201366102tr14751073127c7.436.656.04.5
06N0399674-116Bw2S343434174871tr37105668108c12.635.452.04.2
06N03997128-149BCS424242144463tr2696868109c11.636.352.14.1
NSSC SSL Report Creation