*** Supplementary Characterization Data ***
Pedon ID: F2008MI121020( Muskegon, Michigan )Print Date: Jan 29 2025 5:09PM

Sampled as on Aug 4, 2008:Kinross ; Sandy, mixed, mesic Typic Endoaquods
Revised to correlated on Apr 18, 2009:Kinross ; Sandy, isotic, mesic Aeric Alaquods
United States Department of Agriculture
SSL-ProjectC2008USMI140   MLRA 97/98Natural Resources Conservation Service
-Site IDF2008MI121020   Lat: 43° 8' 30.00" north  Long: 86° 5' 13.99" west  MLRA: 98National Soil Survey Center
-Pedon No. 08N0673Kellogg 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
 
08N041540-8OeS10010010010010010010099
08N041558-33AES100100100100100100100100911485310099711890.210.1750.0533.91.4
08N0415633-53BhsS10010010010010010010010092722210099711020.210.1820.0982.10.9
08N0415753-61BsS100100100100100100100100928111100100721220.210.1790.0862.41.0
08N0415861-102BCS10010010010010010010010089611tr10098631010.240.2000.1002.40.8
08N04159102-203CS100100100100100100100100958111100100821410.190.1620.0822.31.0

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
 
08N041540-8OeS11----1991----199
08N041558-33AES----------100--------1001.4511.903
08N0415633-53BhsS----------100--------1001.4511.903
08N0415753-61BsS----------100--------1001.4511.903
08N0415861-102BCS----------100--------1001.4511.903
08N04159102-203CS----------100--------1001.4511.903

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: F2008MI121020( Muskegon, Michigan )Print Date: Jan 29 2025 5:09PM
Sampled As:KinrossSandy, mixed, mesic Typic Endoaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  08N0673

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---)
 
08N041540-8OeS1----1----19927
08N041558-33AES--------------1005041165.961.63
08N0415633-53BhsS--------------10053tr11913.002.62
08N0415753-61BsS--------------100531tr148.835.67
08N0415861-102BCS--------------10054trtr197.602.00
08N04159102-203CS--------------10054trtr41.570.86

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
 
08N041558-33AES------9373tr129549253fs90.76.62.73.5
08N0415633-53BhsS------100tr2tr129628tr--2fs97.80.12.14.8
08N0415753-61BsS------9821--12860101tr1fs97.81.60.64.3
08N0415861-102BCS------9911tr2355391tr1fs98.70.80.54.6
08N04159102-203CS------100tr1--tr186913tr--1fs99.20.10.74.8
NSSC SSL Report Creation