*** Supplementary Characterization Data ***
Pedon ID: S2014WA027414( Grays Harbor, Washington )Print Date: Nov 25 2024 4:31PM

Sampled as on Sep 25, 2014:Daviscreek ; Loamy-skeletal, mixed, superactive, mesic Typic Humixerept
Revised to correlated on Apr 26, 2016:Daviscreek ; Medial-skeletal over sandy or sandy-skeletal, amorphic over isotic, mesic Pachic Melanoxerands
United States Department of Agriculture
SSL-ProjectC2015USWA007   Chehalis River Floodplain - 25 MLRA 2Natural Resources Conservation Service
-Site IDS2014WA027414   Lat: 46° 51' 14.18" north  Long: 123° 16' 35.21" west  MLRA: 2National Soil Survey Center
-Pedon No. 15N0062Kellogg 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
 
15N006810-12A1S1001001009999887771524432191060535146410.970.2200.002>1000.1
15N0068212-45A2S1008879675847352918151274231917151420.2811.6880.011>10023.1
15N0068345-88Bw1S100867661513417136221tr11742224.4518.2350.88527.63.0
15N0068488-118Bw2S100857459483726217211tr18853226.0820.0300.57245.62.5
15N00685118-150CgS100898170624629195322112543317.4611.4330.80921.61.7
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
 
15N006810-12A1S2929122671291226711.411.491.721.881.181.191.261.551.730.881.25
15N0068212-45A2S7496538215267142236291.421.651.681.880.610.750.801.041.380.873.34
15N0068345-88Bw1S88117744304128749344132.4312.513
15N0068488-118Bw2S81117046204197952225212.3112.443
15N00685118-150CgS862858272471481383310192.3912.493

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: S2014WA027414( Grays Harbor, Washington )Print Date: Nov 25 2024 4:31PM
Sampled As:DaviscreekLoamy-skeletal, mixed, superactive, mesic Typic Humixerept
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  15N0062
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---)
 
15N006810-12A1S15----15112385161651631110.765.551.930.1580.21.90.32.20.040.05
15N0068212-45A2S39--53520113617522026110.585.371.800.7313.85.17.19.50.180.29
15N0068345-88Bw1S80--1069402742081tr161.967.362.39
15N0068488-118Bw2S72--10614018428141tr100.484.572.29
15N00685118-150CgS78--25522422622101140.131.490.91
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
 
15N006810-12A1S3232313334111712479143716l42.543.613.94.6
15N0068212-45A2S77672714103221867583315l51.435.613.04.7
15N0068345-88Bw1S887734102tr1832231034103lcos84.312.92.85.2
15N0068488-118Bw2S817024172tr174516103442cos90.07.92.15.5
15N00685118-150CgS875831122138371021395lcos84.011.54.55.4
NSSC SSL Report Creation