*** Supplementary Characterization Data ***
Pedon ID: S08VT011003( Franklin, Vermont )Print Date: Nov 24 2024 9:46PM

Sampled as on Jun 30, 2008:Binghamville ; Coarse-silty, mixed, active, nonacid, mesic Typic Epiaquept
Revised to :
United States Department of Agriculture
SSL-ProjectC2009USVT056   Lake Champlain Basin - P studyNatural Resources Conservation Service
-Site IDS2008VT011003   Lat: 44° 57' 47.67" north  Long: 72° 57' 57.61" westNational Soil Survey Center
-Pedon No. 09N0296Kellogg 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
 
09N018050-20OaS100100100100100100100100
09N0180620-35BwS10010010010010010010010099875330151001009994730.030.0160.00130.21.0
09N0180735-58C1S1001001001001001001001001009159382410010010096800.020.0110.00138.90.8
09N0180858-81C1S1001001001001001001001001009267432810010010098840.010.007tr29.80.8
09N0180981-103C2S1001001001001001001001001009266432710010010098840.010.008tr30.60.8
09N01810103-125C2S1001001001001001001001001009469442810010010099880.010.007tr26.80.9

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
 
09N018050-20OaS----------100--------100
09N0180620-35BwStrtr----tr100tr----tr1001.4511.903
09N0180735-58C1S----------100--------1001.4511.903
09N0180858-81C1S----------100--------100
09N0180981-103C2S----------100--------1001.4511.903
09N01810103-125C2S----------100--------100

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: S08VT011003( Franklin, Vermont )Print Date: Nov 24 2024 9:46PM
Sampled As:BinghamvilleCoarse-silty, mixed, active, nonacid, mesic Typic Epiaquept
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0296

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---)
 
09N018050-20OaS--------------10021
09N0180620-35BwStr----tr----tr10015318192.241.06
09N0180735-58C1S--------------100113113570.530.39
09N0180858-81C1S--------------100931150.470.39
09N0180981-103C2S--------------100931150.490.40
09N01810103-125C2S--------------1007331530.520.40

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
 
09N018050-20OaS3.5
09N0180620-35BwS------326818trtr1525234518sil27.157.715.24.2
09N0180735-58C1S------267431--trtr421284731sil19.656.823.64.3
09N0180858-81C1S------227839----1319255339sicl15.856.228.04.9
09N0180981-103C2S------237738----tr320255338sicl16.556.127.45.2
09N01810103-125C2S------168438----tr115275738sicl11.960.427.75.3
NSSC SSL Report Creation