*** Supplementary Characterization Data ***
Pedon ID: S1992NH011005( Hillsborough, New Hampshire )Print Date: Nov 23 2024 7:31AM

Sampled as on Aug 24, 1992:Saugatuck ; Sandy, mixed Typic Epiaquods
Revised to correlated on Aug 6, 2013:Saugatuck ; Sandy, mixed, mesic, ortstein Typic Epiaquods
United States Department of Agriculture
SSL-ProjectCP92NH271   NEW HAMPSHIRE WET SOILS STUDYNatural Resources Conservation Service
-Site IDS1992NH011005   Lat: 42° 56' 19.00" north  Long: 71° 44' 13.99" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 92P0993Soil 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
 
92P062343-9AS10010010010010010099977222106492795225170.300.2300.01717.92.7
92P0623729-46BwS100100100100100100999455511tr836234820.470.3690.1094.30.9
92P0623846-802CS100100100100100100999474412010387776546340.200.1220.00537.31.4
92P0623980-1023CS100999897969185742111trtr55266111.190.8820.2854.20.9
92P062409-18Bcs1S100999998978470604394315848271172.000.5840.08224.50.5
92P0624118-29Bcs2S100100100100100918273517211685633940.630.4130.1055.90.7

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
3B13B13B14A1h
 
92P062325-0OiS------
92P062330-3OaS----2
92P062343-9AS3----3--12973--12971.4711.081.06
92P062359-18Bcs1variable1.22
92P0623729-46BwS6----6--15946--15941.491
92P0623846-802CS6----6--15946--15941.4911.651.61
92P0623980-1023CS26----2641111742641111741.651
92P062409-18Bcs1S40----4032710604032710601.771
92P0624118-29Bcs2S27----27--1897327--189731.641

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: S1992NH011005( Hillsborough, New Hampshire )Print Date: Nov 23 2024 7:31AM
Sampled As:SaugatuckSandy, mixed Typic Epiaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  92P0993

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
 
92P062343-9AS2----2--11984472458.842.55
92P062359-18Bcs1S2.13
92P0623618-29Bcs2S1.19
92P0623729-46BwS3----3--1397521448.25
92P0623846-802CS3----3--139734181441.070.57
92P0623980-1023CS16----163778445384.50
92P062409-18Bcs1S27----272187733541339.133.22
92P0624118-29Bcs2S17----17--116834321387.141.93

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
92P062325-0OiS3.3
92P062330-3OaS3.4
92P062343-9AS3338314461428299774ls82.513.73.84.1
92P062359-18Bcs1GPs87.98.93.24.6
92P0623618-29Bcs2GPs92.84.52.74.9
92P0623729-46BwS666922tr12223028611trcos97.52.10.44.9
92P0623846-802CS6666232381113211315193sl63.833.42.84.9
92P0623980-1023CS262622731tr25402671tr1trcos98.81.00.25.0
92P062409-18Bcs1S414138536141735286552s87.89.92.34.6
92P0624118-29Bcs2S272727703181632346311s94.64.01.44.8
NSSC SSL Report Creation