*** Supplementary Characterization Data ***
Pedon ID: S1992WI003007( Ashland, Wisconsin )Print Date: Feb 17 2025 2:28AM

Sampled as on Jun 11, 1992:Odanah ; Fine, mixed Glossic Eutroboralf
Revised to correlated:Odanah ; Fine, mixed Glossic Eutroboralfs
United States Department of Agriculture
SSL-ProjectRP95WI146   MLRA 92Natural Resources Conservation Service
-Site IDS1992WI003007   Lat: 46° 25' 22.99" north  Long: 90° 37' 15.00" west  MLRA: 92National Soil Survey Center
-Pedon No. 95P0440Soil 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
 
95P032335-25B/ES100100100100100100999997877867599998948885--0.001--7.30.6
95P032345-25B/ES1001001001001001009999967962463599979181760.020.007--42.30.3
95P0323525-48Bt1S10010010010010010010010010097959086100100999796--0.001--3.80.8
95P0323648-64Bt2S1001001001001001001009998959387839999979594--0.001--4.00.8
95P0323764-79Btk1S1001001001001001001001009996928682100100999795--0.001--4.10.8
95P0323879-107Btk2S100100100100100100100100999693888410099989796--0.001--4.00.8
95P03239107-157Btk3S1001001001001001001001009997948985100100999796--0.001--3.90.8

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
3B13B13B1
 
95P032335-25B/ES1----1--1tr991--1tr991.461
95P032345-25B/ES1----1--1tr991--1tr991.461
95P0323525-48Bt1Str--------trtr100----trtr1001.451
95P0323648-64Bt2S1----1----1991--tr1991.461
95P0323764-79Btk1Str--------trtr100----trtr1001.451
95P0323879-107Btk2Str--------tr--100----trtr1001.451
95P03239107-157Btk3Str----------tr100----trtr1001.461

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.


*** Supplementary Characterization Data ***
Pedon ID: S1992WI003007( Ashland, Wisconsin )Print Date: Feb 17 2025 2:28AM
Sampled As:OdanahFine, mixed Glossic Eutroboralf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  95P0440

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---)
8D1
 
95P032335-25B/ES1----1--1tr9981433450.450.31
95P032345-25B/ES1----1--1tr99132220450.520.34
95P0323525-48Bt1Str--------trtr1002547450.420.28
95P0323648-64Bt2S1----1----1993646450.410.29
95P0323764-79Btk1Str--------trtr1003745450.29
95P0323879-107Btk2Str--------tr--1002746450.31
95P03239107-157Btk3Str----------tr1002647450.32

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
95P032335-25B/ES22235631461291591946150c14.225.860.04.2
95P032345-25B/ES222366255129169214356cl23.740.635.74.6
95P0323525-48Bt1S277363517118865635c3.79.986.45.1
95P0323648-64Bt2S66628664881181271060517c4.811.483.87.0
95P0323764-79Btk1S27734652161171657465c4.713.082.37.6
95P0323879-107Btk2S2674513226971559513c4.312.083.77.8
95P03239107-157Btk3S2575567251071363567c3.711.385.07.8
NSSC SSL Report Creation