*** Supplementary Characterization Data ***
Pedon ID: S08NY069020( Ontario, New York )Print Date: Dec 7 2025 10:56PM

Sampled as on Oct 8, 2008:Wakeville (fine-silty) ; Fine-silty, mixed, active, nonacid, mesic Fluventic Endoaquepts
Revised to correlated on Feb 7, 2011:Naples Creek
United States Department of Agriculture
SSL-ProjectC2009USNY040   Belmont - MMA12-2 OfficeNatural Resources Conservation Service
-Site IDS2008NY069020   Lat: 42° 38' 25.51" north  Long: 77° 22' 13.80" westNational Soil Survey Center
-Pedon No. 09N0230Kellogg 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
 
09N015000-23ApS1001001001001001001001001009680503110010010098930.010.005tr18.81.1
09N0150123-41BwS100100100100100100100100100947749301001009997910.010.005tr20.31.1
09N0150241-58Bg1S100100100100100100100100100968352321001009998940.010.005tr17.21.0
09N0150358-89Bg2S100100100100100100100100100968655341001009997950.010.004tr15.90.9
09N0150489-198Bg3S1001001001001001001001001009165402410010010095850.020.0090.00128.61.0

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
 
09N015000-23ApStrtr----tr100tr----tr1001.4511.903
09N0150123-41BwS----------100--------1001.4511.903
09N0150241-58Bg1S----------100--------1001.4511.903
09N0150358-89Bg2S----------100--------1001.4511.903
09N0150489-198Bg3S----------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: S08NY069020( Ontario, New York )Print Date: Dec 7 2025 10:56PM
Sampled As:Wakeville (fine-silty)Fine-silty, mixed, active, nonacid, mesic Fluventic Endoaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0230

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---)
 
09N015000-23ApStr----tr------1004341770.850.50
09N0150123-41BwS--------------1005341650.740.46
09N0150241-58Bg1S--------------1003341770.700.45
09N0150358-89Bg2S--------------1003331950.700.46
09N0150489-198Bg3S--------------1008331340.670.49

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-2-2.05.002.002VCCMFVFCFayPSDA.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
 
09N015000-23ApS------109044trtrtr37197144sicl7.062.430.65.4
09N0150123-41BwS------138742trtr148206742sicl8.961.329.85.8
09N0150241-58Bg1S------99147trtr135167547sicl5.962.231.96.0
09N0150358-89Bg2S------89252--tr134127952sicl5.560.234.35.9
09N0150489-198Bg3S------208031----tr614265431sil15.460.823.85.7
NSSC SSL Report Creation