*** Supplementary Characterization Data ***
Pedon ID: 99NC123003( Montgomery, North Carolina )Print Date: May 29 2024 5:50PM

Sampled as on Jun 5, 1999:Hiwassee ; Fine, kaolinitic Typic Rhodudults
Revised to SSL:(unnamed) ; Fine, kaolinitic, thermic Typic Rhodudult
United States Department of Agriculture
SSL-ProjectRP00NC097   HIWASSEE AND PINOKA COUNTIESNatural Resources Conservation Service
-Site IDS1999NC123003   National Soil Survey Center
-Pedon No. 00P0559Soil 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
 
00P036560-18ApS100100100100100999897875337262096917456500.120.0510.001>1000.9
00P0365718-33Bt1S10010010010010010010098906349383197948066600.050.021-->1000.2
00P0365833-94Bt2S10010010010010010010099936958494398968471670.030.006--75.30.1
00P0365994-107Bt3S10010010010010010010099926553443999958267620.040.013-->1000.1
00P03660107-152BCtS100100100100100100100100926349403599968165600.050.022-->1000.1
00P0366118-68BtS1001001001001001009998916855463997948270650.030.009--86.10.1
00P03662140-150BCtS100100100100100100100100926249413599968064590.060.023-->1000.1

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
 
00P036560-18ApS3----3--21973--21971.461
00P0365718-33Bt1S2----2----2982----2981.461
00P0365833-94Bt2S1----1--tr1991--tr1991.461
00P0365994-107Bt3S1----1----1991----1991.461
00P03660107-152BCtStr----------tr100------tr1001.451
00P0366118-68BtS2----2--11982--11981.461
00P03662140-150BCtStr--------trtr100----trtr1001.461

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: 99NC123003( Montgomery, North Carolina )Print Date: May 29 2024 5:50PM
Sampled As:HiwasseeFine, kaolinitic Typic Rhodudults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0559

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
 
00P036560-18ApS2----2--1198261711450.480.42
00P0365718-33Bt1S1----1----199211617450.560.36
00P0365833-94Bt2S1----1--tr199181324450.670.36
00P0365994-107Bt3S1----1----199201322450.640.36
00P03660107-152BCtStr----------tr100221419450.640.37
00P0366118-68BtS1----1--1199181422450.650.290.36
00P03662140-150BCtStr--------trtr100221320450.630.210.36

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
 
00P036560-18ApS4445938252621238172225l48.631.120.34.4
00P0365718-33Bt1S3335543441520228162746cl38.530.131.44.3
00P0365833-94Bt2S2225741761522237162677c32.723.743.64.2
00P0365994-107Bt3S2226039631621257162364cl37.023.939.14.2
00P03660107-152BCtS6139531524247172153cl39.925.334.84.2
00P0366118-68BtS3335443651521218172768c33.326.440.34.1
00P03662140-150BCtS6337551525247172055cl40.723.935.44.2
NSSC SSL Report Creation