*** Supplementary Characterization Data ***
Pedon ID: 59NH013006( Merrimack, New Hampshire )Print Date: Nov 21 2024 3:46PM

Sampled as on Sep 15, 1959:UNNAMED
Revised to correlated on Aug 11, 2013:Norwell ; Sandy, mixed, mesic Aeric Endoaquents
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1959NH013006   Lat: 43° 10' 39.99" north  Long: 71° 28' 0.00" west  MLRA: 144ABeltsville Soil Survey Laboratory
-Pedon No. 40A0490Soil Laboratory
-General Methods 1B1A, 2A1, 2BBeltsville, Maryland

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
 
40A036580-20ApS10010010010010010010010075391811694786546290.200.1230.00445.73.2
40A0365920-30B1S1001001001001001001001007133126392756040250.250.1580.01220.31.4
40A0366030-58BgS100100100100100100100100732984193776238180.230.1590.0249.71.1
40A0366158-89B2S100100100100100100100100692773191735734170.280.1870.02710.40.9
40A0366289-94EgS1001001001001001001001007841189495816948310.170.1080.00629.52.1
40A0366394-132Bx1S1001001001001001001001007333127394766241240.230.1500.01120.41.6
40A03664132-152Bx2S1001001001001001001001007741157294806848300.180.1100.00821.41.7
40A03665152-185CS10010010010010010010010076391710694796646290.190.1220.00541.23.0

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
 
40A036580-20ApS--------------100--------1001.551
40A0365920-30B1S--------------100--------1001.641
40A0366030-58BgS--------------100--------1001.641
40A0366158-89B2S--------------100--------1001.611
40A0366289-94EgS--------------100--------1001.521
40A0366394-132Bx1S--------------100--------1001.531
40A03664132-152Bx2S--------------100--------1001.521
40A03665152-185CS--------------100--------1001.511

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: 59NH013006( Merrimack, New Hampshire )Print Date: Nov 21 2024 3:46PM
Sampled As:UNNAMED
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0490

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---)
 
40A036580-20ApS--------------1003612342123.331.67
40A0365920-30B1S--------------100351013893.161.12
40A0366030-58BgS--------------1003881384.001.45
40A0366158-89B2S--------------100398392.83
40A0366289-94EgS--------------10035142430.660.57
40A0366394-132Bx1S--------------10039111420.820.68
40A03664132-152Bx2S--------------10036141430.920.67
40A03665152-185CS--------------10037123430.720.62

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
 
40A036580-20ApS7624671714211812126sl71.022.96.1
40A0365920-30B1S7723391715211513103lcos75.022.52.5
40A0366030-58BgS831717161525201071ls81.917.01.1
40A0366158-89B2S841619191523171161lcos83.016.40.6
40A0366289-94EgS7129451413211814154sl68.727.83.5
40A0366394-132Bx1S7822371815221712103ls76.121.12.8
40A03664132-152Bx2S7228271412201816132sl70.027.62.4
40A03665152-185CS7525661614221713126sl70.723.55.8
NSSC SSL Report Creation