*** Supplementary Characterization Data ***
Pedon ID: S2003IL177015( Stephenson, Illinois )Print Date: Nov 26 2024 11:13PM

Sampled as on Dec 1, 2003:Sawmill ; Fine-silty, mixed, superactive, mesic Cumulic Endoaquoll
Revised to correlated:Knight ; Fine-silty, mixed, superactive, mesic Cumulic Endoaquolls
United States Department of Agriculture
SSL-ProjectC2004USIL075   Stephenson Co.Natural Resources Conservation Service
-Site IDS2003IL177015   Lat: 42° 21' 3.00" north  Long: 89° 37' 28.00" west  MLRA: 95BNational Soil Survey Center
-Pedon No. 04N0452Kellogg 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
 
04N027180-23ApS100100100100100100100100100986842251001009999980.010.0080.00126.31.0
04N0271923-71AS100100100100100100100100100977145281001009997970.010.007tr24.31.0
04N0272071-81BEgS100100100100100100100100100986944271001009998970.010.007tr25.91.0
04N0272181-104BgS100100100100100100100100100997351361001009999990.010.005tr23.60.5
04N02722104-140Btg1S100100100100100100100100100986648361001009998980.010.006tr33.90.4
04N02723140-168Btg2S10010010010010010010010099976647341001009897960.010.006tr32.20.5
04N02724168-1882BCgS10010010010010010010010099956546341001009795950.010.007tr35.10.4
04N02725188-2033CgS100100100100100100100100100999570541001001009999tr0.002tr9.10.6

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
DbWR1DbWR1
 
04N027180-23ApS----------100--------1001.371.501.741.851.371.441.501.741.850.930.93
04N0271923-71AS----------100--------1001.361.461.751.851.361.421.461.751.850.950.95
04N0272071-81BEgS----------100--------1001.411.571.761.881.411.511.571.761.880.880.88
04N0272181-104BgS----------100--------1001.351.651.711.841.351.511.651.721.840.960.96
04N02722104-140Btg1S----------100--------1001.351.691.731.841.351.531.691.731.840.960.96
04N02723140-168Btg2S----------100--------1001.4511.903
04N02724168-1882BCgStrtr--tr--100tr--tr--1001.4511.903
04N02725188-2033CgS----------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: S2003IL177015( Stephenson, Illinois )Print Date: Nov 26 2024 11:13PM
Sampled As:SawmillFine-silty, mixed, superactive, mesic Cumulic Endoaquoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  04N0452

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---)
 
04N027180-23ApS--------------10013813113790.611.100.530.1241.73.11.73.10.190.19
04N0271923-71AS--------------100235141039110.591.050.440.0871.42.41.42.40.220.22
04N0272071-81BEgS--------------10013814123560.550.710.390.1352.53.62.33.60.200.20
04N0272181-104BgS--------------10013218133670.610.790.410.1913.86.93.86.90.160.16
04N02722104-140Btg1S--------------10013119113840.600.950.450.2154.37.84.37.80.160.16
04N02723140-168Btg2S--------------1002341940.560.910.41
04N02724168-1882BCgStr----tr--tr--1003331940.540.970.47
04N02725188-2033CgS--------------100tr253030.420.37

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
 
04N027180-23ApS------39733--tr111415733sil1.973.224.95.5
04N0271923-71AS------59538--tr221366038sicl3.369.027.75.1
04N0272071-81BEgS------49636--tr211395836sil2.670.726.75.3
04N0272181-104BgS------29857--tr111405857sicl1.562.336.25.8
04N02722104-140Btg1S------49657--tr111504657sicl2.461.336.36.6
04N02723140-168Btg2S------69452trtr221454952sicl3.762.334.06.8
04N02724168-1882BCgS------89252tr1421454752sicl5.360.634.16.7
04N02725188-2033CgS------298118----tr11989118sic0.944.954.27.5
NSSC SSL Report Creation