*** Supplementary Characterization Data ***
Pedon ID: S1990WI003001( Ashland, Wisconsin )Print Date: Nov 21 2024 11:12AM

Sampled as on Aug 8, 1990:Badriver ; Fine, mixed, frigid Aeric Glossaqualf
Revised to correlated:BADRIVER ; Fine, mixed Aeric Glossaqualfs
United States Department of Agriculture
SSL-ProjectCP91WI096   ASHLAND COUNTYNatural Resources Conservation Service
-Site IDS1990WI003001   Lat: 46° 31' 44.00" north  Long: 90° 49' 31.01" west  MLRA: 92National Soil Survey Center
-Pedon No. 91P0368Soil 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
 
91P020950-5AS1001001001001001009997947965463497969182760.010.007--35.60.4
91P020965-15E/BS1001001001001001009998947255362497958976670.030.0140.00156.70.6
91P0209715-28B/ES10010010010010010010099957561443398969079700.020.008--46.30.3
91P0209828-38Bt1S10010010010010010010099967464504199979179690.010.005--39.70.2
91P0209938-76Bt2S1001001001001001001009998918565529998969390--0.002--11.10.5
91P0210076-122BtkS1001001001001001009998958171534297969284780.010.004--24.80.4

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
 
91P020950-5AS3----3--12973--12971.471
91P020965-15E/BS2----2--11982--11981.461
91P0209715-28B/ES1----1----1991--tr1991.461
91P0209828-38Bt1S1----1----1991----1991.461
91P0209938-76Bt2S1----1--tr1991--tr1991.461
91P0210076-122BtkS2----2--11982--11981.461
91P02101122-152CS------

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: S1990WI003001( Ashland, Wisconsin )Print Date: Nov 21 2024 11:12AM
Sampled As:BadriverFine, mixed, frigid Aeric Glossaqualf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  91P0368

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
 
91P020950-5AS2----2--1198122319450.451.200.66
91P020965-15E/BS1----1--1199172313450.290.510.33
91P0209715-28B/ES1----1----199162018450.370.510.33
91P0209828-38Bt1S1----1----199171623450.500.620.37
91P0209938-76Bt2S1----1--tr19952129450.190.37
91P0210076-122BtkS1----1--1199112023450.190.36
91P02101122-152CS0.45

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
 
91P020950-5AS555326352tr281410174955cl22.042.635.44.2
91P020965-15E/BS3334156321291712164232l31.843.724.54.4
91P0209715-28B/ES1114455491391813144250cl29.437.233.44.4
91P0209828-38Bt1S222514869tr3102216103970c30.228.541.34.9
91P0209938-76Bt2S222197910911476971111c9.338.152.67.1
91P0210076-122BtkS3333463722371410145174c20.237.242.67.6
91P02101122-152CSc19.936.843.37.8
NSSC SSL Report Creation