*** Supplementary Characterization Data ***
Pedon ID: 80SC089001( Williamsburg, South Carolina )Print Date: Apr 23 2025 12:59AM

Sampled as on Sep 29, 1980:Wahee ; Clayey, mixed Aeric Ochraqualfs
Revised to correlated:Wahee ; Clayey, mixed, semiactive, thermic Aeric Ochraquult
United States Department of Agriculture
SSL-ProjectRP80SC260   WILLIAMSBURG COUNTYNatural Resources Conservation Service
-Site IDS1980SC089001   Lat: 33° 21' 53.53" north  Long: 79° 39' 45.19" west  MLRA: 153ANational Soil Survey Center
-Pedon No. 80P0387Soil 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
 
80P0209113-30BS100100100100100100100100785935241792807366510.080.0480.00196.71.8
80P0209230-51BtS10010010010010010010099918267585297918985770.010.002--21.60.3
80P0209351-76Btg1S10010010010010099979791837063599591898679--0.001--8.40.6
80P0209476-112Btg2S10010010010010010010010091826961569791888578--0.002--13.50.4
80P02095112-142BgS10010010010010010010099887866595495898581740.010.002--20.50.3

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
3B13B13B1
 
80P0209113-30BS--------------100--------1001.451
80P0209230-51BtS1----1--tr1991--tr1991.461
80P0209351-76Btg1S3----3--3tr973--3tr971.471
80P0209476-112Btg2Str----------tr100------tr1001.451
80P02095112-142BgS1----1----1991----1991.461

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.


*** Supplementary Characterization Data ***
Pedon ID: 80SC089001( Williamsburg, South Carolina )Print Date: Apr 23 2025 12:59AM
Sampled As:WaheeClayey, mixed Aeric Ochraqualfs
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  80P0387

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---)
8D1
 
80P0209113-30BS--------------10027199450.250.40
80P0209230-51BtS1----1--tr199121429450.260.36
80P0209351-76Btg1S2----2--2tr98101133450.270.36
80P0209476-112Btg2Str----------tr100121231450.35
80P02095112-142BgS1----1----199141130450.320.34

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
3A1a1a3A1a1a3A1a1a3A1a1a8C1e
 
80P0209113-30BS59412010157918182220l49.434.016.64.1
80P0209230-51BtS222455210951158172232111c22.025.452.64.0
80P0209351-76Btg1S777444914441068182429155c18.420.860.84.2
80P0209476-112Btg2S514912871378162029128c22.321.656.14.1
80P02095112-142BgS2225443117814810151727120c25.320.254.54.0
NSSC SSL Report Creation