*** Supplementary Characterization Data ***
Pedon ID: S2020SC007001( Anderson, South Carolina )Print Date: Apr 15 2026 8:23AM

Sampled as on Apr 17, 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 IDS2020SC007001   Lat: 34° 25' 0.28" north  Long: 82° 29' 45.03" west  MLRA: 136National Soil Survey Center
-Pedon No. 20N0480Kellogg 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
 
20N023260-23AS10099999898989895571675482633919130.460.3430.03214.11.9
20N0232723-46BES100100100999999989464261711885694929220.360.2570.004>1008.6
20N0232846-74Bt1S1001001001001001009995693730231989745639340.290.1820.001>1002.1
20N0232974-97Bt2S10010010010010010010099805649423894847058530.120.025tr>100tr
20N0233097-114Bt3S100100100100100100100100846558484297877667620.030.007tr96.40.1
20N02331114-160BCtS10010010010010010010099875948383197907863540.080.026tr>1000.1
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
 
20N023260-23AS552tr39552tr3951.4811.923
20N0232723-46BES66114946114941.4911.933
20N0232846-74Bt1S55--14955--14951.4811.923
20N0232974-97Bt2S11----1991----1991.4611.913
20N0233097-114Bt3Strtr----tr100tr----tr1001.4511.903
20N02331114-160BCtS11----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: S2020SC007001( Anderson, South Carolina )Print Date: Apr 15 2026 8:23AM
Sampled As:Hard LaborFine, kaolinitic, thermic Oxyaquic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0480
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---)
 
20N023260-23AS3----31tr297465260.32
20N0232723-46BES3----311297418430.26
20N0232846-74Bt1S3----3--12973481040.38
20N0232974-97Bt2S1----1----1992592130.43
20N0233097-114Bt3Str----tr----tr10021112320.49
20N02331114-160BCtS1----1----19925131710.52
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
 
20N023260-23AS5538694142027227644lcos86.89.43.84.1
20N0232723-46BES775781681118242486119cosl76.515.38.24.2
20N0232846-74Bt1S6667519238202422751524sl64.515.919.64.0
20N0232974-97Bt2S2227325609172319871961sc46.315.837.94.2
20N0233097-114Bt3S------6534716161916972772c38.220.041.84.2
20N02331114-160BCtS11165344531118221392646scl45.223.531.34.3
NSSC SSL Report Creation