*** Supplementary Characterization Data ***
Pedon ID: S2020SC063001( Lexington, South Carolina )Print Date: Apr 15 2026 8:21AM

Sampled as on May 10, 2018:Hard Labor ; Fine, kaolinitic, thermic Oxyaquic Kanhapludult
Revised to :
United States Department of Agriculture
SSL-ProjectC2020USSC059   MLRA 136 Appling soils water table baseline DSP studyNatural Resources Conservation Service
-Site IDS2020SC063001   Lat: 33° 56' 23.32" north  Long: 81° 32' 7.96" west  MLRA: 136National Soil Survey Center
-Pedon No. 20N0482Kellogg 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
 
20N023370-10AS100100100100100100100998037159496846643290.190.1310.00728.52.1
20N0233810-23ES100100100100100100100998039159595846846300.180.1170.00629.32.2
20N0233923-33BES1001001001001001001009980381912795856744310.190.1250.00452.33.4
20N0234033-94Bt1S10010010010010010010098804330252195846847370.180.1150.001>1004.1
20N0234194-114Bt2S10010010010010010010098774027221993816344340.210.1340.001>1006.2
20N02342114-165Bt3S10010010010010010010099784432272396836448400.200.1120.001>1001.1
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
 
20N023370-10AS11----1991----1991.4611.913
20N0233810-23ES11--tr1991--tr1991.4611.913
20N0233923-33BES11--tr1991--tr1991.4611.913
20N0234033-94Bt1S22--tr2982--tr2981.4711.923
20N0234194-114Bt2S22--tr2982--tr2981.4611.913
20N02342114-165Bt3S11--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: S2020SC063001( Lexington, South Carolina )Print Date: Apr 15 2026 8:21AM
Sampled As:Hard LaborFine, kaolinitic, thermic Oxyaquic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0482
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---)
 
20N023370-10AS1----1----19939142161.14
20N0233810-23ES1----1----19938143110.46
20N0233923-33BES1----1--tr1993813450.39
20N0234033-94Bt1S2----1--tr1983491230.38
20N0234194-114Bt2S1----1--tr1993581020.42
20N02342114-165Bt3S1----1--tr1993291310.43
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-2-2.05.002.002VCCMFVFCFayPSDA.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
 
20N023370-10AS1117326431219241515124sl70.825.04.24.1
20N0233810-23ES1117227541118231716115sl69.525.55.04.3
20N0233923-33BES1117425851119251513128sl69.023.87.24.4
20N0234033-94Bt1S33377202741322271391128scl62.316.121.64.2
20N0234194-114Bt2S22279192371522251291024sl65.215.519.34.2
20N02342114-165Bt3S11178213041825211191231scl60.116.423.54.1
NSSC SSL Report Creation