*** Supplementary Characterization Data ***
Pedon ID: 92NH009002( Grafton, New Hampshire )Print Date: Nov 21 2024 1:39PM

Sampled as on Aug 25, 1992:Kinsman ; Sandy, mixed Typic Epiaquods
Revised to correlated on Jul 9, 2013:Mashpee ; Sandy, mixed, mesic Typic Endoaquods
United States Department of Agriculture
SSL-ProjectCP92NH271   NEW HAMPSHIRE WET SOILS STUDYNatural Resources Conservation Service
-Site IDS1992NH009002   Lat: 44° 11' 50.99" north  Long: 71° 44' 55.00" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 92P0996Soil 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
 
92P062609-31ES10098969492898581632373177684827180.380.2710.02614.81.3
92P0626131-49BcsS1001001009999938779518211715927960.520.4080.1054.91.3
92P0626249-65BsS10098969492857767404111614720420.960.5870.1396.90.8
92P0626365-81BwS1009592878475655334311tr483919423.291.2810.14422.90.3
92P0626589-100C2S10099989796887969467trtrtr6150321040.970.4930.1019.60.6
92P06266100-109C3S1001001001001009793876791118274441250.360.2890.0854.30.9

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
3B13B13B14A1h
 
92P062578-0OiS------
92P062580-5OeS--11
92P062595-9OaS--21
92P062609-31ES19----198748119874811.5911.741.60
92P0626131-49BcsS21----21112879211128791.591
92P0626249-65BsS33----3381510673381510671.711
92P0626365-81BwS47----471619125347161912531.831
92P0626481-89C1S24----24512776245127761.631
92P0626589-100C2S31----3141710693141710691.6811.951.75
92P06266100-109C3S13----13--768713--76871.541
92P06267109-127C4S47----471719115347171911531.841

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: 92NH009002( Grafton, New Hampshire )Print Date: Nov 21 2024 1:39PM
Sampled As:KinsmanSandy, mixed Typic Epiaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  92P0996

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
 
92P062609-31ES11----115428938101402.360.930.140
92P0626131-49BcsS13----13175874434016.13
92P0626249-65BsS21----215106794113512.33
92P0626365-81BwS33----3311138673613116.33
92P0626481-89C1S15----153748545238
92P0626589-100C2S20----20311680422373.29
92P06266100-109C3S8----8--4392482422.63
92P06267109-127C4S32----32121386836131

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
 
92P062578-0OiS3.9
92P062580-5OeS3.2
92P062609-31ES191911641714122626121371ls78.120.51.43.8
92P0626131-49BcsS2121207451101641244421s92.96.30.84.4
92P0626249-65BsS3333256521921402433tr1cos96.32.80.94.5
92P0626365-81BwS474731521tr9183629412trcos97.12.60.34.7
92P0626481-89C1S24241973358235011tr3fs96.23.8--4.7
92P0626589-100C2S313127663tr12152732951cos94.74.60.74.7
92P06266100-109C3S1313138341510353784tr1s94.84.40.84.8
92P06267109-127C4S47473052115213224512cos97.32.7tr4.8
NSSC SSL Report Creation