*** Supplementary Characterization Data ***
Pedon ID: ME-58-09-019-04( Penobscot, Maine )Print Date: Nov 21 2024 3:40PM

Sampled as :
Revised to correlated on May 21, 2014:Kenduskeag ; Loamy, isotic, frigid, shallow Oxyaquic Dystrudepts
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDME-58-09-019-04   Lat: 44° 56' 0.23" north  Long: 69° 13' 58.16" west  MLRA: 144BLincoln Soil Survey Laboratory
-Pedon No. 40A0406Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska
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
 
40A030530-18ApS10010010010010097948569583318876706661540.090.0430.00237.41.2
40A0305418-25BwS10010010010010096928061492614670625852440.370.0840.003>1000.5
40A0305525-38Bxg1S100100100100100979484695837211077706761540.090.0410.00244.00.7
40A0305638-58Bxg21S100100100100100989588817151301685817974680.030.0180.00139.20.9
40A0305758-81Bxg22S100100100100100989586817251301584817975680.030.0180.00135.90.9
40A0305881-97Bxg23S100100100100100979484776647261381787669620.040.0240.00137.40.8
40A0305997-112CS100100100100100979381726143241277737064570.070.0320.00145.00.6
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
 
40A030530-18ApS26--1313--587415--69851.641
40A0305418-25BwS34--1816--7106620--812801.721
40A0305525-38Bxg1S39--2712--476116--610841.761
40A0305638-58Bxg21S37--289--456312--57881.731
40A0305758-81Bxg22S37--2710--476314--59861.751
40A0305881-97Bxg23S39--2712--476116--610841.761
40A0305997-112CS19----19--7128119--712811.591

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.


*** Supplementary Characterization Data ***
Pedon ID: ME-58-09-019-04( Penobscot, Maine )Print Date: Nov 21 2024 3:40PM
Sampled As:
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0406
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---)
 
40A030530-18ApS16--8----35841725438152.200.90
40A0305418-25BwS22--12----57781921335131.730.80
40A0305525-38Bxg1S26--18----3574152153490.610.37
40A0305638-58Bxg21S24--18----3376102483560.470.37
40A0305758-81Bxg22S24--18----357692573460.540.42
40A0305881-97Bxg23S26--18----357410246340.550.42
40A0305997-112CS11--------478914277400.570.42
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
3A1a1a3A1a1a3A1a1a3A1a1a
 
40A030530-18ApS281414294381294710283211sil36.853.69.6
40A0305418-25BwS361718313351411581025278l44.748.27.1
40A0305525-38Bxg1S42131224348995710223713sil36.152.411.5
40A0305638-58Bxg21S42101016421355379234923sil23.158.518.4
40A0305758-81Bxg22S421112154313343710235122sil21.161.117.8
40A0305881-97Bxg23S431312174010453910224818sil25.758.915.4
40A0305997-112CS212121275213664910214517sil29.256.514.3
NSSC SSL Report Creation