*** Supplementary Characterization Data ***
Pedon ID: 99KS045001( Douglas, Kansas )Print Date: Nov 23 2024 6:38AM

Sampled as on Oct 18, 1999:Wabash ; Fine, smectitic Cumulic Vertic Epiaquolls
Revised to :
United States Department of Agriculture
SSL-ProjectRP00KS019   KANSAS RIVER VALLEYNatural Resources Conservation Service
-Site IDS1999KS045001   National Soil Survey Center
-Pedon No. 00P0110Soil 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
 
00P007620-15A1S100100100100100100100100100976950371001009999950.010.005--28.20.4
00P0076315-43A2S100100100100100100100100100987857441001009999970.010.003--18.00.5
00P0076443-71Bg1S10010010010010010010010099987755411001009999970.010.004--19.10.5
00P0076571-119Bg2S100100100100100100100100100988057421001009999980.010.003--17.10.5
00P00766119-150Bg3S100100100100100100100100100988359441001009999980.010.003--15.50.5
00P00767150-183C1S1001001001001001001001009996765541100999897950.010.004--20.40.5
00P00768183-244C2S100100100100100100100100100976647341001009999960.010.006--32.10.5

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
 
00P007620-15A1S--------------100--------1001.451
00P0076315-43A2S--------------100--------1001.451
00P0076443-71Bg1S--------------100--------1001.451
00P0076571-119Bg2S--------------100--------1001.451
00P00766119-150Bg3S--------------100--------1001.451
00P00767150-183C1S--------------100--------1001.451
00P00768183-244C2S--------------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: 99KS045001( Douglas, Kansas )Print Date: Nov 23 2024 6:38AM
Sampled As:WabashFine, smectitic Cumulic Vertic Epiaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0110

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---)
 
00P007620-15A1S--------------10033220450.70
00P0076315-43A2S--------------10022924450.70
00P0076443-71Bg1S--------------10013122450.650.91
00P0076571-119Bg2S--------------10013023450.600.83
00P00766119-150Bg3S--------------10013024450.51
00P00767150-183C1S--------------10033022450.54
00P00768183-244C2S--------------10023418450.55

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a8A3a
 
00P007620-15A1S89259tr116425159sicl4.958.037.17.10.25
00P0076315-43A2S59577tr113356077sic2.853.643.67.20.14
00P0076443-71Bg1S59569tr1112346269sic2.656.740.76.90.24
00P0076571-119Bg2S49674trtr112316574sic2.155.542.46.90.32
00P00766119-150Bg3S496771112267077sic2.354.143.67.00.36
00P00767150-183C1S892691323335969sic4.854.540.77.00.23
00P00768183-244C2S79350tr115444950sicl4.462.133.57.10.27
NSSC SSL Report Creation