*** Supplementary Characterization Data ***
Pedon ID: S1960NC043001( Clay, North Carolina )Print Date: Nov 12 2024 6:57AM

Sampled as on Jan 11, 1960:HAYESVILLE
Revised to correlated on Sep 4, 2001:HAYESVILLE ; Fine, kaolinitic, mesic Typic Kanhapludult
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1960NC043001   Lat: 35° 1' 48.41" north  Long: 83° 48' 37.64" west  MLRA: 130Lincoln Soil Survey Laboratory
-Pedon No. 40A5168Soil 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
 
40A389110-50AS100100100100100100100100905434231697928561440.090.0630.001>1001.7
40A389125-13ES100100100100100100100100905639282096918563480.090.0550.001>1000.8
40A3891313-23B1S100100100100100100100100906451403396918669570.060.019-->1000.1
40A3891423-41B21S100100100100100100100100927058494398938875640.030.006--83.10.1
40A3891541-61B22S100100100100100100100100916957484398928774630.030.006--94.60.1
40A3891661-79B3S100100100100100100100100866044352997888166530.070.036-->1000.2
40A3891779-112C1S100100100100100100100100815336261995837559460.110.0630.001>1001.1
40A38918112-137C2S1001001001001001001001007435147296776542260.210.1370.00922.81.8

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
 
40A389110-50AS--------------100--------1001.451
40A389125-13ES--------------100--------1001.361.401.661.851.361.401.661.850.950.95
40A3891313-23B1S--------------100--------1001.401.471.741.871.401.471.731.870.890.89
40A3891423-41B21S--------------100--------1001.271.361.691.791.271.361.691.791.091.09
40A3891541-61B22S--------------100--------1001.331.411.731.831.331.411.731.830.990.99
40A3891661-79B3S--------------100--------1001.461.521.811.911.461.521.801.910.820.82
40A3891779-112C1S--------------100--------1001.4511.581.58
40A38918112-137C2S--------------100--------1001.4511.701.70

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: S1960NC043001( Clay, North Carolina )Print Date: Nov 12 2024 6:57AM
Sampled As:HAYESVILLE
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A5168

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---)
 
40A389110-50AS--------------10030159450.560.44
40A389125-13ES--------------10027141019300.300.430.180.18
40A3891313-23B1S--------------10023131713340.210.440.130.13
40A3891423-41B21S--------------10017102010420.190.450.180.18
40A3891541-61B22S--------------10019102210400.190.470.130.13
40A3891661-79B3S--------------10026131610350.190.520.130.13
40A3891779-112C1S--------------100301510450.250.55
40A38918112-137C2S--------------10040131451.501.50

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
 
40A389110-50AS6634194682920122119fsl55.728.116.2
40A389125-13ES6535255682719112325scl52.227.520.3
40A3891313-23B1S6337496772518102649cl42.624.732.7
40A3891423-41B21S6337754882419112675c36.021.242.8
40A3891541-61B22S65357531092319102575c37.319.942.8
40A3891661-79B3S663441413102118122241scl46.824.328.9
40A3891779-112C1S673323614102016122123fsl54.426.918.7
40A38918112-137C2S7525241913231612132ls73.824.61.6
NSSC SSL Report Creation