*** Supplementary Characterization Data ***
Pedon ID: S01NC001001( Alamance, North Carolina )Print Date: Nov 22 2024 12:56AM

Sampled as on Aug 28, 2001:Mandale ; Fine-silty, siliceous, subactive, thermic Aeric Epiaquults
Revised to :
United States Department of Agriculture
SSL-ProjectC2009USNC016   Greensboro Soil Survey Natural Resources Conservation Service
-Site IDS2001NC001001-Mandale, PED 001   Lat: 35° 50' 46.00" north  Long: 79° 30' 27.00" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N0092Kellogg 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
 
09N006660-15Ap1S10010010010010010010099958459321498969387800.020.0120.00119.40.9
09N0066715-28Ap2S10010010010010010010099968460321498979387800.020.0120.00119.51.0
09N0066836-51Bt2S1001001001001001009997958971462997969491860.010.006tr24.11.0
09N0066966-86Btg1S1001001001001001009998979173503498979793890.010.005tr23.50.6
09N0067086-104Btg2S1001001001001001009998979379574398979695910.010.003tr17.40.5
09N00671131-157C/BS1001001001001001001001009994795031100999895910.010.005tr19.41.0
09N00672155-157S100100100100100100100100

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
 
09N006660-15Ap1S11--tr1991--tr1991.4611.913
09N0066715-28Ap2S11--tr1991--tr1991.4611.913
09N0066836-51Bt2S33--12973--12971.4711.923
09N0066966-86Btg1S22--11982--11981.4611.913
09N0067086-104Btg2S22--11982--11981.4611.913
09N00671131-157C/BS----------100--------1001.4511.903
09N00672155-157S----------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: S01NC001001( Alamance, North Carolina )Print Date: Nov 22 2024 12:56AM
Sampled As:MandaleFine-silty, siliceous, subactive, thermic Aeric Epiaquults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0092

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---)
 
09N006660-15Ap1S1----1--tr1991136860.460.750.41
09N0066715-28Ap2S1----1--tr1991136860.460.570.39
09N0066836-51Bt2S2----2--11986321640.550.380.40
09N0066966-86Btg1S1----1--11995301920.590.460.42
09N0067086-104Btg2S1----1--11994262420.610.500.40
09N00671131-157C/BS--------------1005331730.540.840.44
09N00672155-157S--------------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
 
09N006660-15Ap1S11123761612569245416sil19.666.414.04.6
09N0066715-28Ap2S11122771612578235417sil19.466.414.25.4
09N0066836-51Bt2S44415804011357216342sicl11.459.229.44.5
09N0066966-86Btg1S333148352tr1166246154sicl9.555.535.03.9
09N0067086-104Btg2S44413837611238226579sic7.648.244.23.8
09N00671131-157C/BS------138745tr1146186945sicl8.860.131.13.6
NSSC SSL Report Creation