*** Supplementary Characterization Data ***
Pedon ID: 04NC097028( Iredell, North Carolina )Print Date: Nov 27 2024 10:00AM

Sampled as on Aug 3, 2004:Westfield ; Fine, kaolinitic, mesic Typic Kanhapludults
Revised to :
United States Department of Agriculture
SSL-ProjectC2004USNC189   Iredell Co.Natural Resources Conservation Service
-Site ID04NC097028-Westfield, TYP   Lat: 36° 1' 40.00" north  Long: 80° 56' 20.00" west  MLRA: 136National Soil Survey Center
-Pedon No. 04N1094Kellogg 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
 
04N061100-6AS1001001009999877567603720141065625541310.410.1800.002>1002.6
04N061116-18BAS1001001009999897971654325181469676047370.250.1220.001>1003.3
04N0611218-33Bt1S100100100100100948879755948413778767162560.080.026tr>1000.1
04N0611333-62Bt2S100100100999998969290807065629290888278tr0.001tr6.40.7
04N0611462-95Bt3S10010010010010099979491827165619392898379tr0.001tr6.60.7
04N0611595-132Bt4S1001001001001001009996938064585396949183760.010.002tr26.40.2
04N06116132-142CrS100979693917661585129139656534633243.540.3770.007>1000.2

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
DbWR1DbWR1
 
04N061100-6AS3333124867331248671.661.681.812.031.411.421.431.591.880.600.88
04N061116-18BAS2929120871291208711.931.952.162.201.741.751.762.022.080.370.52
04N0611218-33Bt1S2121--1297921--129791.611.681.882.001.461.481.531.771.910.650.82
04N0611333-62Bt2S88134928134921.401.471.781.871.341.351.421.731.830.890.98
04N0611462-95Bt3S66tr33946tr33941.481.551.861.921.441.451.511.841.900.790.84
04N0611595-132Bt4S44--13964--13961.571.631.951.981.541.551.601.921.960.690.72
04N06116132-142CrS4242930358429303581.7912.113

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: 04NC097028( Iredell, North Carolina )Print Date: Nov 27 2024 10:00AM
Sampled As:WestfieldFine, kaolinitic, mesic Typic Kanhapludults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  04N1094

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---)
 
04N061100-6AS20----21115580231372215250.341.260.520.0330.20.40.20.50.050.07
04N061116-18BAS21----21115679251710423230.350.510.390.0210.20.30.20.40.120.15
04N0611218-33Bt1S13----13--75871412231227250.380.260.360.0340.21.40.51.60.050.06
04N0611333-62Bt2S4----4122968833938170.440.190.360.0300.21.60.22.00.060.06
04N0611462-95Bt3S3----3tr22978103463890.470.150.380.0250.21.60.21.60.040.05
04N0611595-132Bt4S2----2--1298121331338240.410.150.390.0230.21.30.21.30.040.04
04N06116132-142CrS28----28620272231240.380.380.74

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
 
04N061100-6AS37373640231145122517191818fsl53.331.415.33.7
04N061116-18BAS34343240271634122318212024l48.232.519.34.0
04N0611218-33Bt1S33333337305935112313202588c29.124.046.93.9
04N0611333-62Bt2S2121183841164141020142526208c15.716.867.54.2
04N0611462-95Bt3S151515384615624718132629184c15.919.364.84.3
04N0611595-132Bt4S999434911414718162826125c20.723.855.54.3
04N06116132-142CrS4545353620737122517221412fsl57.831.610.64.2
NSSC SSL Report Creation