*** Supplementary Characterization Data ***
Pedon ID: S09MI121002( Muskegon, Michigan )Print Date: Nov 26 2024 10:29PM

Sampled as on Aug 30, 2009:Pipestone ; Sandy, mixed, mesic Typic Endoaquods
Revised to :
United States Department of Agriculture
SSL-ProjectC2010USMI010   Grand Rapids - MLRA 97 & 98Natural Resources Conservation Service
-Site IDF2009MI121002   Lat: 43° 17' 33.51" north  Long: 85° 58' 9.70" west  MLRA: 98National Soil Survey Center
-Pedon No. 10N0098Kellogg 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
 
10N003460-5AS1001001001001001001001008315105299954916130.300.2550.02213.33.3
10N003475-10ES100100100100100100100100801163tr9994401390.320.2840.0625.21.6
10N0034810-18Bs1S1001001001001001009998801285397914614100.310.2670.0437.21.9
10N0034918-33Bs2S100100100100100100999877107429790391190.330.2900.0724.61.4
10N0035033-48Bs3S10010010010010010099988095329793431170.320.2760.0893.61.1
10N0035148-71BCS10010010010010099989784721--9794551040.270.2240.1002.70.8
10N0035271-132C1S1001001001001001009998792------989240310.330.2860.1192.71.0
10N00353132-203C2S1001001001001001009998681------968422110.380.3440.1502.61.3
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
 
10N003460-5AStrtr--trtr100tr--trtr1001.4511.903
10N003475-10ES11--trtr991--trtr991.4611.913
10N0034810-18Bs1S22--11982--11981.4611.913
10N0034918-33Bs2S22--11982--11981.4611.913
10N0035033-48Bs3S22--11982--11981.4611.913
10N0035148-71BCS33--21973--21971.4711.923
10N0035271-132C1S22--11982--11981.4611.913
10N00353132-203C2S22--11982--11981.4611.913

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: S09MI121002( Muskegon, Michigan )Print Date: Nov 26 2024 10:29PM
Sampled As:PipestoneSandy, mixed, mesic Typic Endoaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  10N0098
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---)
 
10N003460-5AStr----tr--trtr1004761186.094.26
10N003475-10ES1----1--trtr99505tr178.845.00
10N0034810-18Bs1S1----1--11994942205.882.16
10N0034918-33Bs2S1----1--11994931125.382.42
10N0035033-48Bs3S1----1--1199503191.45
10N0035148-71BCS2----2--1198522--5
10N0035271-132C1S1----1--1199531--
10N00353132-203C2S1----1--119953tr--12
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
 
10N003460-5AS------891121547333372s87.010.72.33.6
10N003475-10ES11--918tr1654284361s91.28.30.53.8
10N0034810-18Bs1S22290831748344253s89.47.53.14.5
10N0034918-33Bs2S22291721753293252s91.16.52.44.8
10N0035033-48Bs3S22293521552344232s92.85.22.04.8
10N0035148-71BCStr24047722--s96.23.8--4.8
10N0035271-132C1Str5543821----s99.01.0--5.1
10N00353132-203C2S2136321tr1----s99.40.6--5.1
NSSC SSL Report Creation