*** Supplementary Characterization Data ***
Pedon ID: 04NC001001( Alamance, North Carolina )Print Date: Apr 26 2025 8:53PM

Sampled as on Sep 28, 2004:Tirzah ; Very-fine, kaolinitic, thermic Typic Kanhapludults
Revised to :
United States Department of Agriculture
SSL-ProjectC2009USNC016   Greensboro Soil Survey Natural Resources Conservation Service
-Site IDS2004USNC001002-CULLEN   Lat: 35° 54' 30.40" north  Long: 79° 20' 15.80" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N0090Kellogg 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
 
09N006460-13Ap1S100100100100100999794938664371994949289830.020.0100.00124.31.1
09N0064713-30Ap2S100100100100100999894908576544094918886840.010.004tr20.10.5
09N0064830-46Bt1/AS100100100100100999891878274533990888583810.010.004tr22.10.5
09N0064946-66Bt2S100100100999999989594918568569594939291tr0.002tr8.90.6
09N0065066-79Bt3S1001001001001001001001009998917260100100999897tr0.001tr6.90.7
09N0065179-122Bt4S100100100100100100100100100999271571001001009998tr0.001tr8.00.6
09N00652122-142BCt1S1001001001001001001001001009991634510010010010099tr0.003tr12.90.6
09N00653142-175BCt2S100100100100100100100100100998861431001001009998tr0.003tr14.00.6
09N00654175-203CBS1001001001001001001001001009989583810010010099980.010.004tr14.90.8
09N00655157S100100100100100100100100
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
 
09N006460-13Ap1S66--33946--33941.4911.933
09N0064713-30Ap2S66--24946--24941.4911.933
09N0064830-46Bt1/AS99tr27919tr27911.5211.953
09N0064946-66Bt2S55113955113951.4811.923
09N0065066-79Bt3Strtr--trtr100tr--trtr1001.4511.903
09N0065179-122Bt4S----------100--------1001.4511.903
09N00652122-142BCt1S----------100--------1001.4511.903
09N00653142-175BCt2S----------100--------1001.4511.903
09N00654175-203CBS----------100--------1001.4511.903
09N00655157S----------100--------1001.4511.903

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: 04NC001001( Alamance, North Carolina )Print Date: Apr 26 2025 8:53PM
Sampled As:TirzahVery-fine, kaolinitic, thermic Typic Kanhapludults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0090
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---)
 
09N006460-13Ap1S3----3--229763611100.401.320.82
09N0064713-30Ap2S3----3--129762523100.290.470.40
09N0064830-46Bt1/AS6----5tr149452422100.320.350.47
09N0064946-66Bt2S2----3112983193290.460.280.43
09N0065066-79Bt3Str----tr--tr--1002203360.490.290.43
09N0065179-122Bt4S--------------1001223150.500.340.44
09N00652122-142BCt1S--------------1001302420.420.340.49
09N00653142-175BCt2S--------------1001302320.380.360.50
09N00654175-203CBS--------------1001332120.400.380.52
09N00655157S--------------100
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
 
09N006460-13Ap1S777147824trtr249246026sil12.267.420.44.9
09N0064713-30Ap2S10101017736714644156775sic10.646.742.75.3
09N0064830-46Bt1/AS15151516706324544146874sic10.646.842.66.0
09N0064946-66Bt2S111191078129123331673146c4.735.959.46.4
09N0065066-79Bt3S------793148trtr1221578149c2.837.459.86.5
09N0065179-122Bt4S------496135--tr1121481135sic1.940.757.46.3
09N00652122-142BCt1S------29881----tr11158381sic1.054.344.74.8
09N00653142-175BCt2S------49675--tr112177975sic2.155.042.94.6
09N00654175-203CBS------39760--trtr11168260sicl1.660.937.54.5
NSSC SSL Report Creation