*** Supplementary Characterization Data ***
Pedon ID: S1960NC043002( Clay, North Carolina )Print Date: Sep 24 2024 9:25PM

Sampled as on Jan 11, 1960:HAYESVILLE
Revised to correlated on Nov 6, 2019:Hayesville ; Coarse-loamy over clayey, kaolinitic, mesic Typic Kanhapludults
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1960NC043002   Lat: 35° 0' 12.41" north  Long: 83° 48' 40.63" west  MLRA: 130Lincoln Soil Survey Laboratory
-Pedon No. 40A5169Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska

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
 
40A389200-4AS100100100100100100100100885030191198918257410.110.0740.00270.02.1
40A389214-11ES100100100100100100100100885232191196908259430.110.0680.00260.41.3
40A3892211-25B1S100100100100100100100100885435231597908360460.100.0610.001>1001.3
40A3892325-38B21S100100100100100100100100937160504499959075660.020.005--62.90.1
40A3892438-61B22S100100100100100100100100937666605598949079720.010.002--17.80.3
40A3892561-74B/CS100100100100100100100100906451423697918570580.060.018-->1000.1
40A3892674-104CS100100100100100100100100814428201595847450360.150.1000.001>1004.7

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
3B13B13B14A1e4A1h
 
40A389200-4AS--------------100--------1001.521.541.721.951.521.541.721.950.740.74
40A389214-11ES--------------100--------1001.611.621.852.001.611.621.852.000.650.65
40A3892211-25B1S--------------100--------1001.691.711.912.051.691.711.912.050.570.57
40A3892325-38B21S--------------100--------1001.381.461.751.861.381.461.751.860.920.92
40A3892438-61B22S--------------100--------1001.281.351.661.801.281.351.661.801.071.07
40A3892561-74B/CS--------------100--------1001.4511.541.54
40A3892674-104CS--------------100--------1001.4511.541.54

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.


*** Supplementary Characterization Data ***
Pedon ID: S1960NC043002( Clay, North Carolina )Print Date: Sep 24 2024 9:25PM
Sampled As:HAYESVILLE
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A5169

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---)
 
40A389200-4AS--------------1003417623200.750.500.120.12
40A389214-11ES--------------1003520615240.390.400.170.17
40A3892211-25B1S--------------1003520914220.240.350.130.13
40A3892325-38B21S--------------10018112311370.190.380.140.14
40A3892438-61B22S--------------1001482714380.170.400.100.10
40A3892561-74B/CS--------------100231220450.200.47
40A3892674-104CS--------------10035118450.310.54

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
3A1a1a3A1a1a3A1a1a3A1a1a
 
40A389200-4AS6634123892818122112fsl59.129.811.1
40A389214-11ES6337124782617122412fsl56.732.710.6
40A3892211-25B1S6337174792717122417fsl54.131.314.6
40A3892325-38B21S6139782792617112878c34.421.743.9
40A3892438-61B22S633712449924171224124c28.316.455.3
40A3892561-74B/CS6634565992518112356cl42.122.035.9
40A3892674-104CS76241861412281791518fsl64.220.815.0
NSSC SSL Report Creation