*** Supplementary Characterization Data ***
Pedon ID: S2008SC085015( Sumter, South Carolina )Print Date: Nov 21 2024 2:48PM

Sampled as on Feb 9, 2008:Tawcaw ; Fine, kaolinitic, thermic Fluventic Endoaquepts
Revised to correlated on Apr 29, 2010:Mullers ; Fine, kaolinitic, acid, thermic Fluventic Endoaquepts
United States Department of Agriculture
SSL-ProjectC2008USSC093   Sumter Co. - Alluvial Floodplain SamplesNatural Resources Conservation Service
-Site IDS2008SC085015   Lat: 33° 54' 32.00" north  Long: 80° 36' 46.00" west  MLRA: 133ANational Soil Survey Center
-Pedon No. 08N0440Kellogg 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
 
08N028750-3ApS100100100100100100100100100999682731001001009998tr0.001tr4.80.7
08N028763-20BwS10010010010010010010010010010099827110010010010099tr0.001tr5.10.7
08N0287720-102Bg1S1001001001001001001001009993755541100999896890.010.004tr20.40.5
08N02878102-142Bg2S1001001001001001001001009887523524100999793770.030.0180.00151.80.8
08N02879142-183Bg3S1001001001001001001001009986473221100999893730.030.0220.00154.01.0

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
 
08N028750-3ApS----------100--------1001.4511.903
08N028763-20BwS----------100--------1001.4511.903
08N0287720-102Bg1S----------100--------1001.4511.903
08N02878102-142Bg2S----------100--------1001.4511.903
08N02879142-183Bg3S----------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: S2008SC085015( Sumter, South Carolina )Print Date: Nov 21 2024 2:48PM
Sampled As:TawcawFine, kaolinitic, thermic Fluventic Endoaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  08N0440

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---)
 
08N028750-3ApS--------------10011440100.350.670.48
08N028763-20BwS--------------100tr163990.290.390.44
08N0287720-102Bg1S--------------1006272260.360.590.51
08N02878102-142Bg2S--------------10013291340.360.790.60
08N02879142-183Bg3S--------------100152812130.370.800.57

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
 
08N028750-3ApS------793272--tr123787272c1.825.173.14.2
08N028763-20BwS------298239------12395239c0.728.870.54.5
08N0287720-102Bg1S------188269tr12411235869sic10.748.540.84.9
08N02878102-142Bg2S------316931tr12621333631sil23.452.823.84.8
08N02879142-183Bg3S------346627tr12626333227sil26.951.721.44.3
NSSC SSL Report Creation