*** Supplementary Characterization Data ***
Pedon ID: S1992NH011002( Hillsborough, New Hampshire )Print Date: Nov 26 2024 11:19PM

Sampled as on Aug 22, 1992:Pipestone-like ; Sandy, mixed Typic Epiaquods
Revised to correlated on Jul 22, 2013:Pipestone ; Sandy, mixed, mesic Typic Endoaquods
United States Department of Agriculture
SSL-ProjectCP92NH271   NEW HAMPSHIRE WET SOILS STUDYNatural Resources Conservation Service
-Site IDS1992NH011002   Lat: 42° 51' 6.00" north  Long: 71° 35' 32.01" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 92P0990Soil 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
 
92P062044-9ES100100100100100100100997935168397855938310.260.1700.00736.51.3
92P0620622-30Bs2S10010010010010010099967630136292825934250.260.1780.01122.81.8
92P0620837-45Bsm1S10010010010010099988946852tr755226970.630.4730.1056.01.2
92P0620945-62Bsm2S100100100100100100999348532tr815623640.560.4430.1264.51.2
92P0621130-37ByS100100100100100877356441252154483115102.450.6320.05246.80.4

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
3B13B13B14A1d4A1h
 
92P062023-0OiS------
92P062030-4OaS------
92P062044-9ES1----1----1991----1991.4611.091.08
92P062059-22Bs1S------0.73
92P0620622-30Bs2S4----4--13964--13961.4810.870.85
92P0620730-37Byvariable0.921.00
92P0620837-45Bsm1S11----11--298911--29891.5311.451.37
92P0620945-62Bsm2S7----7--16937--16931.5011.681.64
92P0621062-80CS5----5tr14955tr14951.481
92P0621130-37ByS44----44--27175644--2717561.821

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: S1992NH011002( Hillsborough, New Hampshire )Print Date: Nov 26 2024 11:19PM
Sampled As:Pipestone-likeSandy, mixed Typic Epiaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  92P0990

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---)
8D14C1
 
92P062044-9ES1----1----19938152454.471.03
92P062059-22Bs1S4.03
92P0620622-30Bs2S2----2--1298391314425.175.22
92P0620730-37ByS8.820.31
92P0620837-45Bsm1S6----6--15944844238.602.400
92P0620945-62Bsm2S4----4--13965024330.753.250
92P0621062-80CS3----3tr129752144
92P0621130-37ByS30----30--1912703163128.927.50

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
92P062023-0OiS3.6
92P062030-4OaS3.3
92P062044-9ES111702932122722715133sl69.028.03.03.2
92P062059-22Bs1Ssl68.328.53.24.3
92P0620622-30Bs2S4447224251024261013122ls73.724.51.84.5
92P0620730-37ByGPls79.319.61.14.5
92P0620837-45Bsm1S111111836tr162629193251cos92.66.90.54.6
92P0620945-62Bsm2S777894tr13273519213trcos95.64.00.44.8
92P0621062-80CS55594141746302tr1s98.51.5--4.8
92P0621130-37ByS444444479141131299881ls82.716.11.24.4
NSSC SSL Report Creation