*** Supplementary Characterization Data ***
Pedon ID: S05NC001005( Alamance, North Carolina )Print Date: Sep 25 2024 5:36AM

Sampled as on Jul 3, 2005: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 IDS2005NC001005-MANDALE   Lat: 35° 51' 51.33" north  Long: 79° 27' 3.15" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N0093Kellogg 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
 
09N006730-8AS1001001001001001001009993805025897949084750.030.0200.00212.80.7
09N006748-18EBS10010010010010010010010096845124798979388780.030.0190.00211.30.7
09N0067518-30BE1S10010010010010010010010095835326899969287790.030.0170.00211.20.7
09N0067630-41BE2S10010010010010010010010096855326899979388800.030.0180.00211.50.7
09N0067741-56Bt1S10010010010010010010098928055321796948884750.020.0140.00131.21.0
09N0067856-84Bt2S10010010010010010010099887359362197908275700.020.0120.00137.50.9
09N0067984-114Bt3S10010010010010010010099897561412898918478720.020.009tr40.90.6
09N00680114-188Bt/CS100100100100100100100100907963402698928681760.020.009tr33.80.8
09N00681188-203C/BS10010010010010010010097775642231093806859530.110.0400.00259.20.3
09N00682165-170S100100100100100100100100
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
 
09N006730-8AS11----1991----1991.4611.913
09N006748-18EBStrtr----tr100tr----tr1001.4511.903
09N0067518-30BE1Strtr----tr100tr----tr1001.4511.903
09N0067630-41BE2Strtr----tr100tr----tr1001.4511.903
09N0067741-56Bt1S22----2982----2981.4611.913
09N0067856-84Bt2S11----1991----1991.4611.913
09N0067984-114Bt3S11----1991----1991.4611.913
09N00680114-188Bt/CStrtr----tr100tr----tr1001.4511.903
09N00681188-203C/BS33----3973----3971.4711.923
09N00682165-170S----------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: S05NC001005( Alamance, North Carolina )Print Date: Sep 25 2024 5:36AM
Sampled As:MandaleFine-silty, siliceous, subactive, thermic Aeric Epiaquults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0093
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---)
 
09N006730-8AS1----1----19913374150.490.651.08
09N006748-18EBStr----tr----tr10012394180.360.760.44
09N0067518-30BE1Str----tr----tr10011394330.400.600.39
09N0067630-41BE2Str----tr----tr1001139490.430.590.43
09N0067741-56Bt1S1----1----1991332960.490.600.41
09N0067856-84Bt2S1----1----19916271220.580.760.47
09N0067984-114Bt3S1----1----19915241640.570.700.45
09N00680114-188Bt/CStr----tr----tr10013281420.590.720.45
09N00681188-203C/BS2----2----298252360.511.250.71
09N00682165-170S--------------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
 
09N006730-8AS1112673823561028469sil24.168.07.93.5
09N006748-18EBS------2376721441129487sil21.871.66.63.9
09N0067518-30BE1S------237782246928498sil21.071.57.54.0
09N0067630-41BE2S------217891245930489sil19.872.37.94.0
09N0067741-56Bt1S222287020337511244820sil23.859.217.03.8
09N0067856-84Bt2S111376227391087144828l29.448.921.73.7
09N0067984-114Bt3S111376240291087164640cl26.844.528.73.7
09N00680114-188Bt/CS------32683438876185034sil23.850.625.63.7
09N00681188-203C/BS33350471141614107133612l45.843.610.63.9
NSSC SSL Report Creation