*** Supplementary Characterization Data ***
Pedon ID: S2009SC083005( Spartanburg, South Carolina )Print Date: Apr 25 2024 9:34AM

Sampled as on Apr 15, 2006:Cecil ; Fine, kaolinitic, thermic Typic Kanhapludult
Revised to correlated on Mar 11, 2009:Cecil ; Fine, kaolinitic, thermic Typic Kanhapludults
United States Department of Agriculture
SSL-ProjectC2009USSC091   Spartanburg Co.Natural Resources Conservation Service
-Site IDS2009SC083005   Lat: 35° 4' 45.00" north  Long: 82° 3' 8.00" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N0848Kellogg 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
 
09N029600-15AS10010010010010010010099804533241996846649400.180.1080.001>1001.3
09N0296115-28BAS10010010010010010010099856354423597887765600.050.013tr>1000.1
09N0296228-107Bt1S100100100100100100100100826960549892
09N02963107-140Bt2S10099999898989897887367595495908375710.010.002tr18.30.3
09N02964140-165Bt3S1001001001001001009999917163555098938473680.010.002tr38.80.2
09N02965140S10010010010010010010099

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
 
09N029600-15AS11--tr1991--tr1991.4611.913
09N0296115-28BAS11--tr1991--tr1991.4611.913
09N0296228-107Bt1Strtr----tr100tr----tr1001.4511.903
09N02963107-140Bt2S332--19732--1971.4611.913
09N02964140-165Bt3S11--1tr991--1tr991.4611.913
09N02965140S11----1991----1991.4611.913

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: S2009SC083005( Spartanburg, South Carolina )Print Date: Apr 25 2024 9:34AM
Sampled As:CecilFine, kaolinitic, thermic Typic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0848

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---)
 
09N029600-15AS1----1--tr199331210120.380.720.48
09N0296115-28BAS1----1----199221419130.380.390.42
09N0296228-107Bt1Str----tr----tr10011143060.470.200.40
09N02963107-140Bt2S1----21--1991493040.480.200.43
09N02964140-165Bt3S1----1--1tr9917102820.470.230.47
09N02965140S1----1----199

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
 
09N029600-15AS11173262341522221191724sl59.621.319.14.4
09N0296115-28BAS22260395341318188102954cl39.425.734.94.4
09N0296228-107Bt1S------42571175141772631118c19.526.354.24.7
09N02963107-140Bt2S7725737118413161810930127c26.817.355.94.6
09N02964140-165Bt3S222623698381922111027100c31.818.150.14.6
NSSC SSL Report Creation