*** Supplementary Characterization Data ***
Pedon ID: S2000NE055001( Douglas, Nebraska )Print Date: Feb 17 2025 1:46AM

Sampled as on Mar 4, 2000:Wabash ; Fine-silty, smectitic, mesic Cumulic Endoaquolls
Revised to SSL on Jul 22, 2003:Wabash ; Fine, smectitic, mesic Cumulic Vertic Endoaquoll
United States Department of Agriculture
SSL-ProjectC2002USNE095   SARPY Co.Natural Resources Conservation Service
-Site IDS2000NE055001   Lat: 41° 23' 24.60" north  Long: 96° 19' 51.49" west  MLRA: 107National Soil Survey Center
-Pedon No. 02N0793Kellogg Soil 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
 
02N040080-15Ap1S1001001001001001001001009570453529100988574650.040.026tr91.10.3
02N0400915-40Ap2S1001001001001001001001009676493933100989079710.030.021tr79.50.2
02N0401040-67AS100100100100100100100100100905949431001009994860.020.005tr59.60.1
02N0401167-89Bg1S100100100100100100100100100895142361001009995820.030.018tr69.40.2
02N0401289-105Bg2S1001001001001001001001001008739322710010010092770.030.026tr71.80.7
02N04013105-116Bg3S1001001001001001001001001009033262110010010095790.030.0280.00156.56.4

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
 
02N040080-15Ap1S----------100--------1001.4511.903
02N0400915-40Ap2S----------100--------1001.4511.903
02N0401040-67AS----------100--------1001.4511.903
02N0401167-89Bg1S----------100--------1001.4511.903
02N0401289-105Bg2S----------100--------1001.4511.903
02N04013105-116Bg3S----------100--------1001.4511.903

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.
3The saturated 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: S2000NE055001( Douglas, Nebraska )Print Date: Feb 17 2025 1:46AM
Sampled As:WabashFine-silty, smectitic, mesic Cumulic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  02N0793

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---)
 
02N040080-15Ap1S--------------100192016111.020.46
02N0400915-40Ap2S--------------100162118111.070.51
02N0401040-67AS--------------10082323100.870.49
02N0401167-89Bg1S--------------10010252060.870.67
02N0401289-105Bg2S--------------10013271570.910.48
02N04013105-116Bg3S--------------10011321140.980.50

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
3A1a1a4C1a2a
 
02N040080-15Ap1S------505041tr3181613292241cl35.135.729.25.4
02N0400915-40Ap2S------435749--3131513332349cl29.238.032.85.5
02N0401040-67AS------257575--tr2815462975sic14.342.942.85.9
02N0401167-89Bg1S------287256--tr1720492356sicl18.245.935.96.1
02N0401289-105Bg2S------326838----11022511638cl23.549.227.36.2
02N04013105-116Bg3S------267426----tr620581526sil20.858.420.86.2
NSSC SSL Report Creation