*** Supplementary Characterization Data ***
Pedon ID: F2008MI121007( Muskegon, Michigan )Print Date: Jun 5 2024 3:05AM

Sampled as on Jun 7, 2008:Pipestone ; Sandy, mixed, mesic Typic Endoaquods
Revised to correlated on Apr 15, 2009:Pipestone ; Sandy, isotic, mesic Aeric Alaquods
United States Department of Agriculture
SSL-ProjectC2008USMI139   MLRA 97/98Natural Resources Conservation Service
-Site IDF2008MI121007   Lat: 43° 9' 37.80" north  Long: 86° 12' 6.80" west  MLRA: 98National Soil Survey Center
-Pedon No. 08N0660Kellogg 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
 
08N040601-10AS1001001001001001001001007715105299903916140.330.2910.02115.54.3
08N0406110-15ES100100100100100100100997995319792431080.320.2770.0893.61.1
08N0406215-25BhsS1001001001001001009998791496497914315120.320.2770.02711.63.0
08N0406325-38Bs1S1001001001001001001009979127429891411390.320.2830.0565.81.6
08N0406438-79Bs2S10010010010010099989674421tr958932430.350.3120.1212.91.3
08N0406579-193BCS100100100100100100100100791trtr--1009533210.340.3030.1272.71.2
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
 
08N040601-10AStrtr--trtr100tr--trtr1001.4511.903
08N0406110-15ES11--tr1991--tr1991.4611.913
08N0406215-25BhsS22tr11982tr11981.4611.913
08N0406325-38Bs1S11--tr1991--tr1991.4611.913
08N0406438-79Bs2S44--22964--22961.4811.923
08N0406579-193BCStrtr--trtr100tr--trtr1001.4511.903

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: F2008MI121007( Muskegon, Michigan )Print Date: Jun 5 2024 3:05AM
Sampled As:PipestoneSandy, mixed, mesic Typic Endoaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  08N0660
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---)
 
08N040601-10AStr----tr--trtr1004761137.324.23
08N0406110-15ES1----1--tr1995141122.001.30
08N0406215-25BhsS1----1tr11994742173.951.02
08N0406325-38Bs1S1----1--tr1995041114.622.05
08N0406438-79Bs2S2----2--1198521tr431.252.50
08N0406579-193BCStr----tr--trtr10054tr--1
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
 
08N040601-10AS------881221953233482s86.411.42.24.3
08N0406110-15ES11192712650333241s92.46.61.03.9
08N0406215-25BhsS22290841651304354s87.98.04.14.2
08N0406325-38Bs1S11192721752284352s90.67.32.14.4
08N0406438-79Bs2S444933tr175929212trs97.02.60.44.9
08N0406579-193BCStr562311trtr--s99.40.6--4.9
NSSC SSL Report Creation