*** Supplementary Characterization Data ***
Pedon ID: S01NC001002( Alamance, North Carolina )Print Date: Apr 26 2025 8:47PM

Sampled as on May 8, 2001:TIRZAH ; Very-fine, kaolinitic, thermic Typic Kanhapludults
Revised to :
United States Department of Agriculture
SSL-ProjectC2009USNC016   Greensboro Soil Survey Natural Resources Conservation Service
-Site IDS2001NC001-TIRZAH-002   Lat: 36° 6' 10.01" north  Long: 79° 20' 5.01" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N0089Kellogg 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
 
09N006400-25ApS100100100100100100999897877564579897958983tr0.001tr9.50.5
09N0064125-41Bt1S100100100100100100999897887564579897959084tr0.002tr10.20.5
09N0064241-84Bt2S1009999989797979696938364519696959491tr0.002tr12.30.5
09N0064384-107BCtS100100100100100100100100100978253331001009998950.010.004tr17.70.9
09N00644107-157CS10010010010010010010010099926739211001009896870.010.0090.00122.91.2
09N00645152S10010010010010010010099
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
 
09N006400-25ApS22--11982--11981.4611.913
09N0064125-41Bt1S22--11982--11981.4611.913
09N0064241-84Bt2S443tr19643tr1961.4811.923
09N0064384-107BCtS----------100--------1001.4511.903
09N00644107-157CStrtr----tr100tr----tr1001.4511.903
09N00645152S11----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: S01NC001002( Alamance, North Carolina )Print Date: Apr 26 2025 8:47PM
Sampled As:TIRZAHVery-fine, kaolinitic, thermic Typic Kanhapludults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0089
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---)
 
09N006400-25ApS1----1--11998143180.480.330.36
09N0064125-41Bt1S1----1--119981632100.510.340.38
09N0064241-84Bt2S3----22tr1973222880.490.330.43
09N0064384-107BCtS--------------1003341840.430.470.55
09N00644107-157CStr----tr----tr10073611120.410.660.61
09N00645152S1----1----199
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
3A1a1a4C1a2a
 
09N006400-25ApS5553461134--1614142044140c14.826.858.45.1
09N0064125-41Bt1S5553264130tr1512152245136c14.028.357.75.3
09N0064241-84Bt2S8821082102trtr1461772111sic5.242.152.75.9
09N0064384-107BCtS------79350trtr114207350sicl4.662.133.35.5
09N00644107-157CS------168426trtr2311255926sil12.966.520.65.3
NSSC SSL Report Creation