*** Supplementary Characterization Data ***
Pedon ID: S2020NC179001( Union, North Carolina )Print Date: Apr 15 2026 9:12AM

Sampled as on Apr 25, 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 IDS2020NC179001   Lat: 35° 3' 24.39" north  Long: 80° 43' 33.29" west  MLRA: 136National Soil Survey Center
-Pedon No. 20N0485Kellogg 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
 
20N023560-25AS1001001001001001009990422184264453424170.880.6080.02534.71.4
20N0235725-33ES1001001001001001009990442384268473526180.770.5490.02333.21.2
20N0235833-46BES10010010010010010099905434169474574738290.560.3100.00692.90.8
20N0235946-97Bt1S10010010010010010010093705642363283726558520.120.042tr>1000.1
20N0236097-117Bt2S1001001001001001009993706053494681716561580.080.008tr>100tr
20N02361117-173BCtS10010010010010010010093706358504578706764610.030.005tr>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
 
20N023560-25AS1010--199010--19901.5211.953
20N0235725-33ES1010--199010--19901.5211.953
20N0235833-46BES1010--199010--19901.5211.953
20N0235946-97Bt1S77--tr7937--tr7931.5011.933
20N0236097-117Bt2S77--16937--16931.5011.933
20N02361117-173BCtS77--tr7937--tr7931.5011.933

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: S2020NC179001( Union, North Carolina )Print Date: Apr 15 2026 9:12AM
Sampled As:Hard LaborFine, kaolinitic, thermic Oxyaquic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  20N0485
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---)
 
20N023560-25AS6----6--1594428180.77
20N0235725-33ES6----6--1594419140.62
20N0235833-46BES6----6--15943514220.39
20N0235946-97Bt1S5----4--tr49523111830.36
20N0236097-117Bt2S4----4--13962072620.36
20N02361117-173BCtS4----4--tr4961892510.40
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
 
20N023560-25AS101010751523022131091072lcos81.516.32.23.82.00
20N0235725-33ES101010731722523131091172lcos79.618.32.14.1
20N0235833-46BES10101063264182012101015145cosl67.527.94.64.5
20N0235946-97Bt1S1010106030471618121011171652cl44.021.734.34.5
20N0236097-117Bt2S13131364238426211297111596c37.613.349.14.3
20N02361117-173BCtS131313583082311785682695c33.917.548.64.2
NSSC SSL Report Creation