*** Supplementary Characterization Data ***
Pedon ID: S1971WA031001( Jefferson, Washington )Print Date: Nov 24 2024 1:09AM

Sampled as on May 30, 1971:GROVE
Revised to SSL:(unnamed) ; Sandy-skeletal, mixed, mesic Typic Haplorthod
United States Department of Agriculture
SSL-ProjectNL71WA006   PUGET SOUNDNatural Resources Conservation Service
-Site IDS1971WA031001   Lat: 47° 44' 58.28" north  Long: 122° 52' 41.48" westNational Soil Survey Center
-Pedon No. 71C0047Soil 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
 
71C003010-30B1S10084735746342213764319776627.1221.0341.17123.21.8
71C0030230-50B2S100847357453627177532112865427.6321.5260.71638.61.8
71C0030350-66B3S10083715442332416432118433229.0922.9621.21723.91.6

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
 
71C003010-30B1S89--177245207118754249132.382
71C0030230-50B2S86--1769461581483551810172.312
71C0030350-66B3S88--226645146128458188162.362

2The whole-soil bulk density and/or <2 mm saturated bulk density was not measured at 1/3-bar. It was estimated from other properties.
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---)
 
71C003010-30B1S80--15654018620631101.88
71C0030230-50B2S75--15614013725921132.59
71C0030350-66B3S79--205940135211011112.33


*** Supplementary Characterization Data ***
Pedon ID: S1971WA031001( Jefferson, Washington )Print Date: Nov 24 2024 1:09AM
Sampled As:GROVE
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  71C0047

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
 
71C003010-30B1S9073276413416455122513cosl56.332.411.35.3
71C0030230-50B2S8770231131312810847138cosl74.517.97.65.1
71C0030350-66B3S89662010115525532375lcos85.29.94.95.3
NSSC SSL Report Creation