*** Supplementary Characterization Data ***
Pedon ID: S1999KS083001( Hodgeman, Kansas )Print Date: Sep 24 2024 5:22AM

Sampled as on Jul 8, 1999:Ness ; Fine, smectitic, mesic Ustic Epiaquerts
Revised to correlated on Jul 16, 2014:Ness ; Fine, smectitic, mesic Ustic Epiaquerts
United States Department of Agriculture
SSL-ProjectCP00KS011   SOUTHWEST KANSAS 22Natural Resources Conservation Service
-Site IDS1999KS083001   Lat: 38° 8' 18.60" north  Long: 99° 56' 8.79" west  MLRA: 73National Soil Survey Center
-Pedon No. 00P0075Soil 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
 
00P004070-10AS100100100100100100100100100976249401001009999940.020.006--47.00.2
00P0040810-51Bss1S10010010010010010010010010098705646100100100100970.010.003--22.70.3
00P0040951-79Bss2S10010010010010010010010010099705546100100100100970.010.003--23.80.3
00P0041079-94BCS10010010010010010010010010098654938100100100100970.010.006--34.70.3
00P0041194-1572C1S1001001001001001001001001009863443310010010099960.020.008--40.40.4
00P00412157-2032C2S1001001001001001001001001009862453310010010099960.020.007--41.50.4

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
 
00P004070-10AS--------------100--------1001.451
00P0040810-51Bss1S--------------100--------1001.451
00P0040951-79Bss2S--------------100--------1001.451
00P0041079-94BCS--------------100--------1001.451
00P0041194-1572C1S--------------100--------1001.451
00P00412157-2032C2S--------------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: S1999KS083001( Hodgeman, Kansas )Print Date: Sep 24 2024 5:22AM
Sampled As:NessFine, smectitic, mesic Ustic Epiaquerts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  00P0075

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
 
00P004070-10AS--------------1003292245100.720.830.45
00P0040810-51Bss1S--------------10022825450.450.42
00P0040951-79Bss2S--------------10022825450.340.43
00P0041079-94BCS--------------10023321450.160.45
00P0041194-1572C1S--------------10023518450.130.48
00P00412157-2032C2S--------------10023418450.160.47

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
 
00P004070-10AS109068trtr118543668sic6.153.640.35.7
00P0040810-51Bss1S69486trtrtrtr5494586sic3.150.746.26.6
00P0040951-79Bss2S69484trtrtr5504484sic3.051.445.67.2
00P0041079-94BCS59560trtrtr4514560sicl3.059.537.57.8
00P0041194-1572C1S69448trtrtr5494548sicl4.363.232.57.9
00P00412157-2032C2S69450trtrtr15504450sicl4.262.433.47.80.45
NSSC SSL Report Creation