*** Supplementary Characterization Data ***
Pedon ID: S2009SC045001( Greenville, South Carolina )Print Date: Dec 11 2024 3:30PM

Sampled as :Cataula ; Fine, kaolinitic, thermic Aquic Kanhapludult
Revised to correlated on Jun 14, 2014:Cataula ; Fine, kaolinitic, thermic Oxyaquic Kanhapludults
United States Department of Agriculture
SSL-ProjectC2009USSC128   Cataula - SeriesNatural Resources Conservation Service
-Site IDS2009SC045001   Lat: 34° 39' 18.76" north  Long: 82° 15' 21.59" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N1023Kellogg 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
 
09N039310-8AS100100100100100999896733726191592785640320.280.1760.001>1004.8
09N039328-18BES10099999898969389613123171282654734280.410.2770.001>1007.2
09N0393318-41Bt1S1001001001001001009996806357514892837264610.040.003tr>1000.1
09N0393441-69Bt2S1001001001001001001009988756862579791817673tr0.001tr11.60.4
09N0393569-102Btx1S1001001001001001009996775954484492796961570.090.008tr>100tr
09N03936102-155Btx2S10010010010010010010099795850423795827060550.100.019tr>100tr
09N0393853-63S1001001001001001009997847164565294867872690.010.002tr32.50.2
09N03937122-132S10010010010010010010099
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
 
09N039310-8AS44--22964--22961.411.421.611.881.381.391.391.581.860.880.92
09N039328-18BES11112548911254891.701.781.872.061.631.671.721.812.010.560.63
09N0393318-41Bt1S44--13964--13961.451.541.781.901.421.441.511.761.880.830.87
09N0393441-69Bt2S11--tr1991--tr1991.331.431.701.831.321.341.421.691.820.991.01
09N0393569-102Btx1S44--13964--13961.511.611.871.941.491.521.591.861.930.750.78
09N03936102-155Btx2S11--tr1991--tr1991.701.731.992.061.691.691.721.992.050.560.57
09N0393853-63S33--12973--12971.4711.923
09N03937122-132S11--tr1991--tr1991.4611.913

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: S2009SC045001( Greenville, South Carolina )Print Date: Dec 11 2024 3:30PM
Sampled As:CataulaFine, kaolinitic, thermic Aquic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N1023
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---)
 
09N039310-8AS2----2--119833982720120.660.500.013--0.20.20.20.090.09
09N039328-18BES6----713394391081917140.440.420.1290.81.50.81.80.080.08
09N0393318-41Bt1S2----2--129819726123360.190.360.0420.52.00.52.10.080.09
09N0393441-69Bt2S1----1--tr19913829133780.200.390.0430.52.40.52.50.060.06
09N0393569-102Btx1S2----2--12982372673620.210.410.0480.72.20.72.20.090.09
09N03936102-155Btx2S1----1--tr1992811247290.240.430.016--0.6--0.60.020.02
09N0393853-63S2----2--11981692940.41
09N03937122-132S1----1--tr199
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
 
09N039310-8AS5557521175172621981418sl66.218.515.35.4
09N039328-18BES1313106918149222318771416cosl68.018.014.05.3
09N0393318-41Bt1S8886725928202216781999c36.713.549.85.9
09N0393441-69Bt2S2226137135614221381126138c26.215.858.06.3
09N0393569-102Btx1S7777023798242116761985c40.613.446.05.0
09N03936102-155Btx2S2227028597212016882160cl44.418.037.64.4
09N0393853-63S6665935106619171381126113c29.317.653.16.2
09N03937122-132S4.5
NSSC SSL Report Creation