*** Supplementary Characterization Data ***
Pedon ID: S1959NY109013( Tompkins, New York )Print Date: Nov 24 2024 4:07AM

Sampled as on Sep 9, 1959:Erie
Revised to :
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1959NY109013   Lat: 42° 22' 27.01" north  Long: 76° 26' 30.00" westBeltsville Soil Survey Laboratory
-Pedon No. 40A0252Soil Laboratory
-General Methods 1B1A, 2A1, 2BBeltsville, Maryland

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
 
40A018660-23ApS100100100100100100100100968461392599979588800.020.0100.00135.80.8
40A0186723-38EgS100100100100100100100100968051301699969486730.030.0190.00135.01.0
40A0186838-71Bx1S100100100100100100100100917861412896928982740.020.009--39.50.7
40A0186971-107Bx2S100100100100100100100100897760392695908780720.020.011--42.00.7
40A01870107-152CS100100100100100100100100887759362193888680730.020.0120.00136.50.9

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
 
40A018660-23ApS--------------100--------1001.451
40A0186723-38EgS--------------100--------1001.451
40A0186838-71Bx1S--------------100--------1001.451
40A0186971-107Bx2S--------------100--------1001.451
40A01870107-152CS--------------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: S1959NY109013( Tompkins, New York )Print Date: Nov 24 2024 4:07AM
Sampled As:Erie
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0252

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---)
 
40A018660-23ApS--------------10011301345
40A0186723-38EgS--------------1001531945
40A0186838-71Bx1S--------------10014251545
40A0186971-107Bx2S--------------10015261445
40A01870107-152CS--------------10015281245

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
3A1a1a3A1a1a3A1a1a3A1a1a
 
40A018660-23ApS277332223911244932sil20.355.224.5
40A0186723-38EgS3268192331015274119sil26.657.216.2
40A0186838-71Bx1S3664385641011174738cl26.346.127.6
40A0186971-107Bx2S376334674911174634l27.746.825.5
40A01870107-152CS35652796479184827sil27.351.521.2
NSSC SSL Report Creation