*** Supplementary Characterization Data ***
Pedon ID: 58NH015002( Rockingham, New Hampshire )Print Date: Dec 4 2024 3:19AM

Sampled as on Oct 20, 1958:Essex
Revised to correlated on Jun 24, 2013:Windsor ; Mixed, mesic Typic Udipsamments
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1958NH015002   Lat: 43° 0' 42.89" north  Long: 71° 6' 29.05" west  MLRA: 144ALincoln Soil Survey Laboratory
-Pedon No. 40A0469Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska
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
 
40A035010-18ApS1001001001001009997937932105288817240210.180.1320.0199.21.4
40A0350218-25B11S100100100100100989587732994182756737190.200.1480.0238.91.2
40A0350325-46B12S100100100100100979484702884280726436180.220.1590.0239.71.2
40A0350446-61B13S100100100100100979381693094177716338200.230.1560.02210.51.1
40A0350561-71B2S100100100100100969177663084174686137200.240.1650.02410.31.0
40A0350671-91C1S100100100100100979484693194179716339200.220.1530.02210.01.1
40A0350791-112C2S100100100100100969280662984176686036190.250.1690.02410.31.0
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
3B13B13B1
 
40A035010-18ApS7----7--34937--34931.501
40A0350218-25B11S13----13--588713--58871.541
40A0350325-46B12S16----16--6108416--610841.561
40A0350446-61B13S19----19--7128119--712811.591
40A0350561-71B2S23----23--9147723--914771.621
40A0350671-91C1S16----16--6108416--610841.561
40A0350791-112C2S20----20--8128020--812801.591

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: 58NH015002( Rockingham, New Hampshire )Print Date: Dec 4 2024 3:19AM
Sampled As:Essex
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0469
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---)
 
40A035010-18ApS4--------22964111143167.002.45
40A0350218-25B11S8--------35923910142145.292.43
40A0350325-46B12S9--------46913910141223.051.37
40A0350446-61B13S11--------478936121403.000.93
40A0350561-71B2S14--------598635111391.560.56
40A0350671-91C1S9--------469138111411.130.56
40A0350791-112C2S12--------578837101400.610.44
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
 
40A035010-18ApS77773202581035211292lfs77.320.72.0
40A0350218-25B11S1313136918168934211291lfs78.020.61.4
40A0350325-46B12S16161667172591033221282lfs78.020.11.9
40A0350446-61B13S191919612015910312214102lfs74.723.81.5
40A0350561-71B2S23232358191381031231592lfs74.623.81.6
40A0350671-91C1S16161665191691029231392lfs76.422.01.6
40A0350791-112C2S202020621715101130231482ls76.821.41.8
NSSC SSL Report Creation