*** Supplementary Characterization Data ***
Pedon ID: S2009SC083018( Spartanburg, South Carolina )Print Date: Apr 19 2024 9:52PM

Sampled as on Apr 25, 2005:Cecil ; Fine, kaolinitic, thermic Typic Kanhapludult
Revised to correlated on Apr 7, 2009:Cecil ; Fine, kaolinitic, thermic Typic Kanhapludults
United States Department of Agriculture
SSL-ProjectC2009USSC091   Spartanburg Co.Natural Resources Conservation Service
-Site IDS2009SC083018   Lat: 34° 55' 36.00" north  Long: 82° 3' 30.00" west  MLRA: 136National Soil Survey Center
-Pedon No. 09N0861Kellogg 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
 
09N030320-8A1S1001001001001001009998784230211494836345380.210.1280.001>1001.8
09N030338-25A2S1001001001001001009995764839292292806450450.200.0990.001>1000.3
09N0303425-53BAS10010010010010010010098755245373193786553500.170.053tr>100tr
09N0303553-132Bt1S10010010010010010010098714841353193745949460.260.109tr>100tr
09N03036132-178Bt2S10010010010010010010099836153453995867362580.070.012tr>1000.1
09N03037150S10010010010010010010094
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
 
09N030320-8A1S22--11982--11981.4611.913
09N030338-25A2S55--14955--14951.4811.923
09N0303425-53BAS22----2982----2981.4611.913
09N0303553-132Bt1S22----2982----2981.4611.913
09N03036132-178Bt2S11--tr1991--tr1991.4611.913
09N03037150S66----6946----6941.4911.933

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: S2009SC083018( Spartanburg, South Carolina )Print Date: Apr 19 2024 9:52PM
Sampled As:CecilFine, kaolinitic, thermic Typic Kanhapludult
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0861
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---)
 
09N030320-8A1S1----1--119933138120.490.990.71
09N030338-25A2S3----3--1297281312160.440.400.42
09N0303425-53BAS1----1----199261017140.480.270.43
09N0303553-132Bt1S1----1----1992981760.540.200.42
09N03036132-178Bt2S1----1--tr19923112250.520.190.43
09N03037150S3----3----397
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
 
09N030320-8A1S2227127175142322991917sl61.623.714.74.3
09N030338-25A2S6666429295162219782331scl52.524.123.44.4
09N0303425-53BAS3337027458221918572047scl49.318.931.84.7
09N0303553-132Bt1S3337621468272315561547scl53.414.632.04.8
09N03036132-178Bt2S2226731646162118782365cl41.419.239.44.7
NSSC SSL Report Creation