*** Supplementary Characterization Data ***
Pedon ID: S2004MI131025( Ontonagon, Michigan )Print Date: Nov 21 2024 5:14PM

Sampled as on Jul 24, 2004:Schaat Creek ; Fine, mixed, frigid Aeric Epiaquents
Revised to SSL on Jun 7, 2005:Schaat Creek ; Fine, mixed, active, frigid Aeric Epiaquept
United States Department of Agriculture
SSL-ProjectC2005USMI021   Ontonagon Co.Natural Resources Conservation Service
-Site IDE04MI131025   Lat: 46° 34' 39.00" north  Long: 89° 29' 21.49" west  MLRA: 92National Soil Survey Center
-Pedon No. 05N0195Kellogg 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
 
05N011040-13AS10010010010010010010099968057443599979283750.020.010tr60.90.2
05N0110513-25C1S10010010010010010010010099835743341001009687780.020.010tr57.60.3
05N0110625-48C2S10010010010010010010099956041332899988464540.080.037tr>1000.3
05N0110748-109C3S10010010010010010010099917770554597938579760.010.003tr23.90.3
05N01108109-137C4S100100100100100999795855844352994897361540.090.036tr>1000.2
05N01109137-152C5S10010010010010010010010099825844351001009686770.020.009tr56.70.2

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
 
05N011040-13AS11--tr1991--tr1991.4611.913
05N0110513-25C1S----------100--------1001.4511.903
05N0110625-48C2S11----1991----1991.4611.913
05N0110748-109C3S11----1991----1991.4611.913
05N01108109-137C4S945--32915--32951.5111.943
05N01109137-152C5S44tr--tr--96tr--tr--1001.4811.923

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: S2004MI131025( Ontonagon, Michigan )Print Date: Nov 21 2024 5:14PM
Sampled As:Schaat CreekFine, mixed, frigid Aeric Epiaquents
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  05N0195

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---)
 
05N011040-13AS1----1--tr199132219100.860.55
05N0110513-25C1S--------------10012241870.580.41
05N0110625-48C2S1----1----19925151550.40
05N0110748-109C3S1----1----19913172540.36
05N01108109-137C4S5--23--219523141640.39
05N01109137-152C5S2--2--------98122219130.530.38

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
 
05N011040-13AS2223662541291412293455cl23.940.735.45.0
05N0110513-25C1S------336751trtr51513323551cl21.844.433.84.7
05N0110625-48C2S111623738tr1202913181939scl45.127.127.87.1
05N0110748-109C3S2224257804714125114782c23.331.745.07.9
05N01108109-137C4S127755333827241812152243cl43.526.330.27.6
05N01109137-152C5S6----336151trtr61613293654cl23.141.835.16.2
NSSC SSL Report Creation