*** Supplementary Characterization Data ***
Pedon ID: S1984WA073003( Whatcom, Washington )Print Date: Jun 2 2024 5:50PM

Sampled as on Jun 1, 1984:Getchell ; Medial Typic Cryorthod
Revised to :
United States Department of Agriculture
SSL-ProjectRP84WA193   COWLITZ AND WHATCOM COUNTIESNatural Resources Conservation Service
-Site IDS1984WA073003   Lat: 48° 46' 19.99" north  Long: 122° 16' 20.01" west  MLRA: 3National Soil Survey Center
-Pedon No. 84P0690Soil 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
 
84P038140-3ES10010010010010099989687522915595917758440.110.0670.00335.21.3
84P038153-10BhsS1009897949386797566412514773695945360.260.1400.00386.91.2
84P0381610-30BsS1001001001001008875584322127351453524192.210.8710.011>1001.1

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
 
84P038140-3ES4----4--22964--22961.481
84P038153-10BhsS25----25714475257144751.641
84P0381610-30BsS42----42--25175842--2517581.791

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.
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
 
84P038140-3ES2----2--119829223440.98
84P038153-10BhsS15----154928524184381.43
84P0381610-30BsS28----28--17117227112322.09


*** Supplementary Characterization Data ***
Pedon ID: S1984WA073003( Whatcom, Washington )Print Date: Jun 2 2024 5:50PM
Sampled As:GetchellMedial Typic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  84P0690

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
 
84P038140-3ES444544152414221417266fsl53.740.95.43.4
84P038153-10BhsS2727194231736142113162710fsl52.139.08.93.8
84P0381610-30BsS43434341163121118201012176sl67.727.05.34.8
NSSC SSL Report Creation