*** Supplementary Characterization Data ***
Pedon ID: S09VT007003( Chittenden, Vermont )Print Date: Apr 19 2025 2:47AM

Sampled as on Jun 29, 2009:Scantic ; Fine, illitic, nonacid, frigid Typic Epiaquepts
Revised to :
United States Department of Agriculture
SSL-ProjectC2010USVT065   Lake Champlain P StudyNatural Resources Conservation Service
-Site IDS09VT007003   Lat: 44° 26' 40.08" north  Long: 73° 5' 49.56" westNational Soil Survey Center
-Pedon No. 10N0725Kellogg 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
 
10N033530-8AS10010010010010010010010099612418141001009773430.070.0590.00172.69.8
10N033548-22ApS10010010010010010010010099561914111001009769370.080.0670.00247.08.6
10N0335522-40C1S10010010010010010010010099622316121001009773450.070.0570.00152.17.1
10N0335640-68C2S100100100100100100100100100793522131001009989610.050.0340.00140.82.7
10N0335768-97Cg1S100100100100100100100100100742817101001009985540.060.0430.00227.84.0
10N0335897-120Cg2S10010010010010010010010010058201491001009971400.080.0630.00234.05.5
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
 
10N033530-8AS11--trtr991--trtr991.4611.913
10N033548-22ApStrtr--trtr100tr--trtr1001.4511.903
10N0335522-40C1S----------100--------1001.4511.903
10N0335640-68C2Strtr----tr100tr----tr1001.4511.903
10N0335768-97Cg1Strtr----tr100tr----tr1001.4511.903
10N0335897-120Cg2S----------100--------1001.4511.903

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: S09VT007003( Chittenden, Vermont )Print Date: Apr 19 2025 2:47AM
Sampled As:ScanticFine, illitic, nonacid, frigid Typic Epiaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  10N0725
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---)
 
10N033530-8AS1----1--trtr993116891.110.61
10N033548-22ApStr----tr------1003514680.780.50
10N0335522-40C1S--------------1003018760.750.39
10N0335640-68C2Str----tr----tr1002126790.880.44
10N0335768-97Cg1Str----tr------1002524550.120.520.29
10N0335897-120Cg2S--------------1003317530.480.29
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
 
10N033530-8AS11--663316trtr32835221116vfsl57.328.614.15.2
10N033548-22ApS------712912--tr3313620912vfsl63.326.110.65.4
10N0335522-40C1S------623814--tr42732251314vfsl55.033.111.96.6
10N0335640-68C2S------455515trtr11232312515l38.848.213.06.4
10N0335768-97Cg1S------514911trtr11634292011l45.944.39.86.5
10N0335897-120Cg2S------663410tr--13134211210vfsl60.230.59.36.4
NSSC SSL Report Creation