*** Supplementary Characterization Data ***
Pedon ID: S1992WI003008( Ashland, Wisconsin )Print Date: Nov 23 2024 7:13AM

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 IDS1992WI003008   Lat: 46° 27' 45.99" north  Long: 90° 52' 56.01" west  MLRA: 92National Soil Survey Center
-Pedon No. 95P0441Soil 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
 
95P032403-8AS100100100100100999795886750301794918169630.040.0200.00149.20.8
95P032418-18ES10098969492919088805137211087837054480.140.0650.00279.20.5
95P0324218-30B/ES100100100100100100100100978471554599989486810.010.003--22.40.4
95P0324330-53Bt1S1001001001001001001009997888068619998959086--0.001--6.70.7
95P0324453-71Bt2S100100100100100100100100999082716310099979288--0.001--6.20.7
95P0324571-109Btk1S10010010010010010010010098898065559998969087--0.002--10.30.5
95P03246109-155Btk2S10010010010010010010010098887863539998969086--0.002--12.30.5

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
 
95P032403-8AS5----5--32955--32951.481
95P032418-18ES12----128228812822881.531
95P0324218-30B/EStr----------tr100----trtr1001.451
95P0324330-53Bt1S1----1----1991----1991.461
95P0324453-71Bt2Str--------tr--100----trtr1001.451
95P0324571-109Btk1Str----------tr100----trtr1001.461
95P03246109-155Btk2Str--------trtr100----trtr1001.451

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: S1992WI003008( Ashland, Wisconsin )Print Date: Nov 23 2024 7:13AM
Sampled As:OdanahFine, mixed Glossic Eutroboralf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  95P0441

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
 
95P032403-8AS3----3--219717269441.570.71
95P032418-18ES7----75119324226420.580.26
95P0324218-30B/EStr----------tr100102024450.490.30
95P0324330-53Bt1S1----1----19971434450.520.30
95P0324453-71Bt2Str--------tr--10071434450.520.31
95P0324571-109Btk1Str----------tr10071731450.31
95P03246109-155Btk2Str--------trtr10081829450.33

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
 
95P032403-8AS6663856202413157174221l33.249.417.44.8
95P032418-18ES131344542122517218143414l45.842.311.94.3
95P0324218-30B/ES3466811281410174881c19.036.444.64.4
95P0324330-53Bt1S333336515412714101551158c13.025.761.35.2
95P0324453-71Bt2S326817011714101652170c12.025.162.96.4
95P0324571-109Btk1S30701242261191555124c13.531.255.37.5
95P03246109-155Btk2S30701132261291753113c14.132.953.07.6
NSSC SSL Report Creation