*** Supplementary Characterization Data ***
Pedon ID: 99NC123006( Montgomery, North Carolina )Print Date: May 29 2024 8:28PM

Sampled as on Mar 27, 1999:Hiwassee ; Fine, kaolinitic Typic Rhodudults
Revised to SSL:(unnamed) ; Very-fine, kaolinitic, thermic Typic Rhodudult
United States Department of Agriculture
SSL-ProjectRP00NC097   HIWASSEE AND PINOKA COUNTIESNatural Resources Conservation Service
-Site IDS1999NC123006   National Soil Survey Center
-Pedon No. 00P0558Soil 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
 
00P036490-10AS100100100100100999795918471513893918985820.010.005--25.60.4
00P0365010-46Bt1S100100100100100100100100999790787110099999796--0.001--5.10.7
00P0365146-84Bt2S1001001001001001001001009998928072100100999898--0.001--5.00.7
00P0365284-130Bt3S100100100100100100100100100999270551001001009998--0.002--8.80.6
00P03653130-157BCtS1001001001001001001001009895885940100999896940.010.003--14.50.7
00P0365410-60BtS1001001001001001001009998979078719999989796--0.001--5.10.7
00P03655132-142BCtS10010010010010010010010010099946546100100999998--0.002--11.80.6

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
 
00P036490-10AS5----5--32955--32951.481
00P0365010-46Bt1Str----------tr100------tr1001.451
00P0365146-84Bt2Str--------tr--100----tr--1001.451
00P0365284-130Bt3S--------------100--------1001.451
00P03653130-157BCtS--------------100--------1001.451
00P0365410-60BtS1----1--tr1991--tr1991.461
00P03655132-142BCtS--------------100--------1001.451

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: 99NC123006( Montgomery, North Carolina )Print Date: May 29 2024 8:28PM
Sampled As:HiwasseeFine, kaolinitic Typic Rhodudults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0558

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
 
00P036490-10AS3----3--219772421440.500.39
00P0365010-46Bt1Str----------tr10021438450.590.33
00P0365146-84Bt2Str--------tr--10011439450.590.35
00P0365284-130Bt3S--------------10012430450.500.39
00P03653130-157BCtS--------------10032922450.410.40
00P0365410-60BtS1----1--tr19921439450.590.220.33
00P03655132-142BCtS--------------10012825450.440.230.41

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
 
00P036490-10AS88821716233476205767sic13.846.040.23.7
00P0365010-46Bt1S1288239122432166239c3.625.970.53.7
00P0365146-84Bt2S991255tr12332071255c2.525.771.84.8
00P0365284-130Bt3S496124trtr121482124sic1.643.155.34.0
00P03653130-157BCtS10906812233108068sic5.953.840.34.0
00P0365410-60BtS3331086241tr12332169250c3.025.671.43.9
00P03655132-142BCtS39786trtr11178986sic1.852.146.14.0
NSSC SSL Report Creation