*** Supplementary Characterization Data ***
Pedon ID: S1999OR043001( Linn, Oregon )Print Date: Nov 13 2024 2:55PM

Sampled as :Bashaw ; Very-fine, smectitic, mesic Xeric Endoaquert
Revised to correlated:Waldo ; Fine, smectitic, mesic Fluvaquentic Vertic Endoaquolls
United States Department of Agriculture
SSL-ProjectCP00OR083   BENTON AND LINN COUNTYNatural Resources Conservation Service
-Site IDS1999OR043001   Lat: 44° 31' 58.01" north  Long: 123° 8' 21.50" west  MLRA: 2National Soil Survey Center
-Pedon No. 00P0499Soil 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
 
00P031220-10ApS100100100100100100100100989478533799989796920.010.004--19.50.6
00P0312310-61Bssg1S10010010010010010010010010097907361100100999896--0.001--6.60.7
00P0312461-84Bssg2S10010010010010010010010010096836655100100999893--0.002--69439.80.5
00P0312584-104Bssg3S1001001001001001001001001009164504110010010096830.010.005--38.60.3
00P03126104-152Cg1S1001001001001001001001009985473629100999992710.030.022--74.30.4
00P03127152-183Cg2S100100100100100100100100100946747351001009997890.010.006--31.80.5

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
 
00P031220-10ApS--------------100--------1001.451
00P0312310-61Bssg1S--------------100--------1001.451
00P0312461-84Bssg2S--------------100--------1001.451
00P0312584-104Bssg3S--------------100--------1001.451
00P03126104-152Cg1S--------------100--------1001.451
00P03127152-183Cg2S--------------100--------1001.451

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: S1999OR043001( Linn, Oregon )Print Date: Nov 13 2024 2:55PM
Sampled As:BashawVery-fine, smectitic, mesic Xeric Endoaquert
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0499

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
 
00P031220-10ApS--------------1005302045100.491.080.47
00P0312310-61Bssg1S--------------10021933450.630.820.43
00P0312461-84Bssg2S--------------10042130450.430.46
00P0312584-104Bssg3S--------------10092322450.370.64
00P03126104-152Cg1S--------------100162316450.440.66
00P03127152-183Cg2S--------------10063019450.441.250.60

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
 
00P031220-10ApS13875912236216559sicl8.554.537.05.0
00P0312310-61Bssg1S991157tr2351675157c3.635.361.14.9
00P0312461-84Bssg2S1585123trtr13102263123c6.638.255.27.0
00P0312584-104Bssg3S287268tr1522323968sic16.942.640.57.2
00P03126104-152Cg1S415941tr11931332641cl29.441.728.97.3
00P03127152-183Cg2S178353trtr1313344953sicl11.254.334.56.9
NSSC SSL Report Creation