*** Supplementary Characterization Data ***
Pedon ID: S1991MA023008( Plymouth, Massachusetts )Print Date: Sep 24 2024 5:22AM

Sampled as :Ridgeway ; Coarse-loamy, mixed, nonacid, mesic Aeric Haplaquept
Revised to correlated on Dec 19, 2012:Ridgebury ; Sandy, mixed, mesic, shallow Aquic Dystrudepts
United States Department of Agriculture
SSL-ProjectCP91MA185   PLYMOUTH COUNTYNatural Resources Conservation Service
-Site IDS1991MA023008   Lat: 42° 4' 25.10" north  Long: 70° 54' 31.41" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 91P0795Soil 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
 
91P0465513-15ES100959287848075725931136269615036240.460.2460.01141.81.0
91P0466054-66Cd1S10097969391908885712973tr83756037180.260.1710.02610.00.9
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
3B13B13B1
 
91P046530-4OeS------
91P046544-13OaS82212
91P0465513-15ES322327159368281693721.701
91P0465615-20BhS20565
91P0465720-31Bw1S18563
91P0465831-45Bw2S23955
91P0465945-54BCS24983
91P0466054-66Cd1S1923149338115933851.591
91P0466166-150Cd2S2523208767521876791.641

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: S1991MA023008( Plymouth, Massachusetts )Print Date: Sep 24 2024 5:22AM
Sampled As:RidgewayCoarse-loamy, mixed, nonacid, mesic Aeric Haplaquept
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  91P0795
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
 
91P0465513-15ES20121710628029131367.481.70
91P0465615-20BhS4.29
91P0465720-31Bw1S4.74
91P0465831-45Bw2S3.82
91P0466054-66Cd1S111285228938104037.00
91P0466166-150Cd2S15121254485361038
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
 
91P046530-4OeS2.9
91P046544-13OaS2.7
91P0465513-15ES3327124621251016211715162sl66.930.82.33.3
91P0465615-20BhSfsl62.534.13.43.9
91P0465720-31Bw1Sfsl64.533.22.34.5
91P0465831-45Bw2Sls71.927.01.14.7
91P0465945-54BCSls76.723.00.34.7
91P0466054-66Cd1S191466417tr39192721148trls78.421.50.14.7
91P0466166-150Cd2S25201358176131917231310ls77.322.7--5.1
NSSC SSL Report Creation