*** Supplementary Characterization Data ***
Pedon ID: S1992NH011006( Hillsborough, New Hampshire )Print Date: Nov 11 2024 9:36PM

Sampled as on Aug 24, 1992:Pipestone ; 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 IDS1992NH011006   Lat: 42° 56' 58.00" north  Long: 71° 41' 59.99" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 92P0994Soil 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
 
92P062445-19AS10010010010010010010099833074295887039200.190.1380.0247.61.1
92P0624519-28BsS1001001001001001009998832442196886632140.210.1610.0346.21.2
92P0624628-36BcS1001001009999999999842453197906732150.210.1590.0326.51.3
92P0624736-47C1S1001001001001001009998912421197948236120.160.1330.0413.91.1

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
 
92P062428-0OiS--32
92P062430-5OaS----tr0.84
92P062445-19AS1----1----1991----1991.4611.311.30
92P0624519-28BsS2----2--11982--11981.4611.371.36
92P0624628-36BcS1----11trtr9911trtr991.4611.621.61
92P0624736-47C1S2----2--11982--11981.461
92P0624847-65C2S------
92P0624965-86C3S----tr

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: S1992NH011006( Hillsborough, New Hampshire )Print Date: Nov 11 2024 9:36PM
Sampled As:PipestoneSandy, mixed Typic Epiaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  92P0994

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
 
92P062445-19AS1----1----199441014511.174.61
92P0624519-28BsS1----1--11994774524.67
92P0624628-36BcS1----11trtr994784514.78
92P0624736-47C1S1----1--11994864510.86
92P0624965-86C3S0.73

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
 
92P062428-0OiS3.6
92P062430-5OaS3.4
92P062445-19AS11181182471831201362ls79.918.31.83.7
92P0624519-28BsS22284141282335191031ls85.413.70.94.2
92P0624628-36BcS1185141272336181041ls85.014.10.94.4
92P0624736-47C1S22287111131247241021fs87.711.60.74.7
92P0624847-65C2Sfs97.62.4tr4.9
92P0624965-86C3Slfs80.018.91.15.0
NSSC SSL Report Creation