*** Supplementary Characterization Data ***
Pedon ID: S2019MA007027( Dukes, Massachusetts )Print Date: Dec 9 2025 8:48AM

Sampled as on Jul 18, 2019:Anguilla ; Sandy, mixed, mesic Haplic Sulfiwassent
Revised to :
United States Department of Agriculture
SSL-ProjectC2020USMA030   MLRA 149B - Martha's Vineyard Subaqueous Soil SurveyNatural Resources Conservation Service
-Site IDS2019MA007027   Lat: 41° 25' 19.68" north  Long: 70° 33' 57.61" west  MLRA: 149BNational Soil Survey Center
-Pedon No. 20N0220Kellogg 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
 
20N008640-16AseS10010010010010010010099924226171199978049340.140.1020.00192.05.0
20N0086516-28ACS1001001001001001001001008228149698876734200.210.1560.00635.05.7
20N0086628-472CS100100100999999999974156429881541990.290.2230.0545.41.1
20N0086747-703CgS1001001009999989796614211947228620.410.3520.1173.51.4
20N0086870-983C1S10096949087858381548421786424960.470.3910.1074.41.5
20N0086998-1143C2S100100100100100100100100933352199959046170.130.1090.0304.51.2
20N00870114-1813C'g1S100100100100100100100100891431tr9994752460.190.1600.0593.31.1
20N00871181-2053C'g2S10010010010010010010010085411tr1009557510.260.2200.1092.40.8
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
 
20N008640-16AseS11----1991----1991.4611.913
20N0086516-28ACS11--trtr991--trtr991.4611.913
20N0086628-472CS111--tr9911--tr991.4611.913
20N0086747-703CgS44121964121961.4811.923
20N0086870-983C1S1919134281191342811.5911.993
20N0086998-1143C2Strtr--trtr100tr--trtr1001.4511.903
20N00870114-1813C'g1Strtr----tr100tr----tr1001.4511.903
20N00871181-2053C'g2Strtr--trtr100tr--trtr1001.4511.903

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: S2019MA007027( Dukes, Massachusetts )Print Date: Dec 9 2025 8:48AM
Sampled As:AnguillaSandy, mixed, mesic Haplic Sulfiwassent
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0220
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---)
 
20N008640-16AseS1----1----1993613690.65
20N0086516-28ACS1----1--trtr994474110.55
20N0086628-472CS1----11--tr99493180.32
20N0086747-703CgS3----211197521tr30.33
20N0086870-983C1S11----1182189453180.35
20N0086998-1143C2Str----tr--trtr100459tr70.50
20N00870114-1813C'g1Str----tr----tr100513tr1.00
20N00871181-2053C'g2Str----tr--trtr10054trtr20.50
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-2-2.05.002.002VCCMFVFCFayPSDA.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
3A1a1a4C1a2a4F2
 
20N008640-16AseS111732613tr3183617101613fsl65.522.911.63.437.50
20N0086516-28ACS11--85147211223615687ls80.213.46.43.718.05
20N0086628-472CS11--9273217273710333s91.06.52.54.84.82
20N0086747-703CgS443951132246234tr11s98.01.10.95.02.93
20N0086870-983C1S19196765131850194332s92.55.81.75.05.02
20N0086998-1143C2S------8316114445291341lfs82.816.40.85.0
20N00870114-1813C'g1S------945tr1619511832trfs94.35.50.25.02.21
20N00871181-2053C'g2S------991trtr538524--1trfs98.80.80.45.27.65
NSSC SSL Report Creation