*** Supplementary Characterization Data ***
Pedon ID: F2008MI121005( Muskegon, Michigan )Print Date: Nov 11 2024 9:34PM

Sampled as on Jun 2, 2008:Pipestone ; Sandy, mixed, mesic Typic Endoaquods
Revised to correlated on Apr 15, 2009:Pipestone ; Sandy, isotic, mesic Typic Endoaquods
United States Department of Agriculture
SSL-ProjectC2008USMI139   MLRA 97/98Natural Resources Conservation Service
-Site IDF2008MI121005   Lat: 43° 9' 22.20" north  Long: 86° 3' 45.91" west  MLRA: 98National Soil Survey Center
-Pedon No. 08N0658Kellogg 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
 
08N040460-20ApS10010010010010010010010091211063100996924170.210.1710.01811.83.5
08N0404720-25BhsS1001001001001001001001009220964100997123160.200.1680.0229.22.9
08N0404825-33Bs1S100100100100100100100100911453110099671790.220.1840.0534.21.4
08N0404933-51Bs2S100100100100100100100100921143210099721560.210.1760.0683.01.2
08N0405051-81Bs3S100100100100100100100100936211100100741020.200.1780.1012.00.9
08N0405181-178BCS10010010010010010010010092711tr10099721110.210.1810.0962.20.9

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
 
08N040460-20ApS----------100--------1001.4511.903
08N0404720-25BhsStrtr------100tr------1001.4511.903
08N0404825-33Bs1S----------100--------1001.4511.903
08N0404933-51Bs2S----------100--------1001.4511.903
08N0405051-81Bs3S----------100--------1001.4511.903
08N0405181-178BCStrtr----tr100tr----tr1001.4511.903

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: F2008MI121005( Muskegon, Michigan )Print Date: Nov 11 2024 9:34PM
Sampled As:PipestoneSandy, mixed, mesic Typic Endoaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  08N0658

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---)
 
08N040460-20ApS--------------1004681236.812.00
08N0404720-25BhsS--------------10046722212.842.43
08N0404825-33Bs1S--------------10050411618.382.23
08N0404933-51Bs2S--------------100513166.780.89
08N0405051-81Bs3S--------------100531tr310.781.38
08N0405181-178BCS--------------10054trtr113.601.80

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
 
08N040460-20ApS------86143tr131467683ls83.314.12.64.2
08N0404720-25BhsS------87134--129507764ls84.012.33.74.2
08N0404825-33Bs1S------9281tr133517441s90.68.11.34.4
08N0404933-51Bs2S------9552--128588232fs93.64.61.84.4
08N0405051-81Bs3S------9821--tr26657111fs97.61.60.84.5
08N0405181-178BCS------9911tr128619tr11fs98.60.90.54.7
NSSC SSL Report Creation