*** Supplementary Characterization Data ***
Pedon ID: S2019MA007013( Dukes, Massachusetts )Print Date: Sep 24 2026 5:44PM

Sampled as on Jun 18, 2019:Anguilla ; Sandy-skeletal, 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 IDS2019MA007013   Lat: 41° 26' 55.40" north  Long: 70° 35' 49.31" west  MLRA: 149BNational Soil Survey Center
-Pedon No. 20N0208Kellogg 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
 
20N008000-17AseS100100100100100100100995524127490613627200.480.3670.01240.83.4
20N0080117-252C1S100100100100100100100100366321914512650.630.5430.1853.41.2
20N0080225-562C2S100100100100100100100983621trtr894510210.640.5430.2512.50.9
20N0080356-812C3S10096938986817671372111674512210.800.5850.2173.70.8
20N0080481-1092C4S10010010010010098969365104328875371270.380.3180.0735.21.3
20N00805109-1412C5S1001001009999979592536221866223750.480.4020.1204.01.4
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
 
20N008000-17AseS11----1991----1991.4611.913
20N0080117-252C1S----------100--------1001.4511.903
20N0080225-562C2S22----2982----2981.4611.913
20N0080356-812C3S292914105712914105711.6712.043
20N0080481-1092C4S77--43937--43931.5011.933
20N00805109-1412C5S88143928143921.5011.933

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: S2019MA007013( Dukes, Massachusetts )Print Date: Sep 24 2026 5:44PM
Sampled As:AnguillaSandy-skeletal, mixed, mesic Haplic Sulfiwassent
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0208
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---)
 
20N008000-17AseS1----1----199448270.93
20N0080117-252C1S--------------100522140.38
20N0080225-562C2S1----1----19953trtr20.67
20N0080356-812C3S18----189638244trtr20.27
20N0080481-1092C4S4----4--2296483140.40
20N00805109-1412C5S5----512295502120.27
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
 
20N008000-17AseS111831659312798885lcos80.315.34.44.037.50
20N0080117-252C1S------964110473361221cos94.74.01.35.6
20N0080225-562C2S222971tr94536811trtrcos98.80.90.35.319.66
20N0080356-812C3S29291570tr1532481411--1cos98.30.61.15.513.00
20N0080481-1092C4S777885251542275423s92.05.52.55.212.39
20N00805109-1412C5S887893162644182312cos95.13.41.55.212.11
NSSC SSL Report Creation