*** Supplementary Characterization Data ***
Pedon ID: S2020NC071001( Gaston, North Carolina )Print Date: Apr 12 2026 8:34AM

Sampled as on May 2, 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 IDS2020NC071001   Lat: 35° 9' 48.21" north  Long: 81° 8' 45.01" west  MLRA: 136National Soil Survey Center
-Pedon No. 20N0486Kellogg 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
 
20N023620-10AS1001001001001001001001007027138592746032200.250.1810.00829.93.8
20N0236310-28ES10010010010010010099996926127491735832200.280.1910.01126.22.9
20N0236428-51Bt1S100100100100100100100100774838322892797052440.150.084tr>1000.2
20N0236551-66Bt2S100100100100100100100100846658534994857968630.030.002tr98.10.1
20N0236666-127Bt3S10010010010010010010010085706561579486817267tr0.001tr14.40.3
20N02367127-152BCtS100100100100100100100100725444342789746657510.140.043tr>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
 
20N023620-10AStrtr--trtr100tr--trtr1001.4511.903
20N0236310-28ES11tr1tr991tr1tr991.4611.913
20N0236428-51Bt1S11--trtr991--trtr991.4611.913
20N0236551-66Bt2S11--trtr991--trtr991.4611.913
20N0236666-127Bt3S11--trtr991--trtr991.4611.913
20N02367127-152BCtS11--trtr991--trtr991.4611.913

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: S2020NC071001( Gaston, North Carolina )Print Date: Apr 12 2026 8:34AM
Sampled As:Hard LaborFine, kaolinitic, thermic Oxyaquic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0486
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---)
 
20N023620-10AStr----tr--trtr1004392111.00
20N0236310-28ES1----1tr1tr99449250.49
20N0236428-51Bt1S1----1----tr993191550.39
20N0236551-66Bt2S1----1--trtr992172740.39
20N0236666-127Bt3S1----1--trtr991853120.41
20N02367127-152BCtS1----1--trtr9927131520.52
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
3A1a1a4C1a2a4F2
 
20N023620-10AS------83175819152912795lcos79.615.94.54.12.91
20N0236310-28ES11183164918172813894lcos80.215.74.14.5
20N0236428-51Bt1S11--772238121713241181439scl56.116.127.84.1
20N0236551-66Bt2S22--7226951217122210101697c37.413.449.24.2
20N0236666-127Bt3S22--75231311319132111419134c32.710.057.34.2
20N02367127-152BCtS11--66333616201012892436scl48.824.526.74.2
NSSC SSL Report Creation