*** Supplementary Characterization Data ***
Pedon ID: 86NC099003( Jackson, North Carolina )Print Date: Nov 12 2024 5:21AM

Sampled as on Aug 30, 1986:Cullowhee ; Sandy, mixed Fluvaquentic Humaquepts
Revised to correlated:Cullowhee ; Fine-loamy over sandy or sandy-skeletal, isotic, mesic Fluvaquentic Humaquept
United States Department of Agriculture
SSL-ProjectCP86NC249   MOUNTAIN SOILSNatural Resources Conservation Service
-Site IDS1986NC099003   Lat: 35° 17' 19.99" north  Long: 83° 10' 48.00" west  MLRA: 130National Soil Survey Center
-Pedon No. 86P0936Soil 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
 
86P056420-4Ap1S100100100100100100100100944225171299978451330.130.0980.00190.47.2
86P056434-16Ap2S10010010010010010010099965231211499988961400.100.0690.00188.53.1
86P0564416-30Ap3S1001001001001001001001009753312115100999162400.090.0680.001>1003.5
86P0564530-51C1S100100100100100100100100891353210097661780.220.1860.0593.81.2
86P0564651-63CgS10010010010010097938974104228580551350.290.2240.0753.81.0
86P0564763-91C2S10010010010010095898841211tr734916320.690.5170.1644.21.0
86P0564891-108C3S1009999989765331561trtrtr1073118.476.8110.9568.92.1
86P05649108-120C4S10099999897775745262trtrtr383015315.222.8550.17130.60.3

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
3B13B13B14A1d4A1h
 
86P056420-4Ap1S--------------100--------1001.071.171.381.671.071.111.171.381.671.481.48
86P056434-16Ap2S1----1----1991----1991.421.471.761.881.411.441.461.751.880.870.88
86P0564416-30Ap3Str----------tr100------tr1001.301.341.611.811.301.321.341.621.811.041.04
86P0564530-51C1S--------------100--------1001.291.291.431.801.291.291.291.441.801.051.05
86P0564651-63CgS11----11--748911--74891.531
86P0564763-91C2S12----12--1118812--111881.531
86P0564891-108C3S85----8536418158536418152.361
86P05649108-120C4S55----5534012455534012451.931

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: 86NC099003( Jackson, North Carolina )Print Date: Nov 12 2024 5:21AM
Sampled As:CullowheeSandy, mixed Fluvaquentic Humaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  86P0936

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---)
8D14C1
 
86P056420-4Ap1S--------------10027852931113.421.680.2601.21.20.100.10
86P056434-16Ap2S1----1----199321571234131.540.820.0900.70.70.180.18
86P0564416-30Ap3Str----------tr100291272031141.510.810.0700.50.50.160.16
86P0564530-51C1S--------------10045313714162.711.900.090.09
86P0564651-63CgS6----6--42944821423.181.65
86P0564763-91C2S7----7--6193501425.25
86P0564891-108C3S76----76358162413113.13
86P05649108-120C4S40----40229960321273.67

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
86P056420-4Ap1S7624131215382081513fsl67.520.811.75.5
86P056434-16Ap2S111683116tr1103224112016fsl59.127.113.84.8
86P0564416-30Ap3S703018tr1103426111918fsl59.925.115.04.8
86P0564530-51C1S9462tr332509332s92.25.72.14.9
86P0564651-63CgS11111185425628489222s93.94.41.74.9
86P0564763-91C2S121212871tr172838142tr1trcos98.21.40.45.2
86P0564891-108C3S85858214trtr322423163121cos96.42.80.85.4
86P05649108-120C4S555552441tr151833274211cos97.42.00.65.1
NSSC SSL Report Creation