*** Supplementary Characterization Data ***
Pedon ID: S2006CT011001( New London, Connecticut )Print Date: Nov 21 2024 5:15PM

Sampled as on Jul 18, 2006:Anguilla ; Sandy, mixed, mesic Haplic Sulfaquent
Revised to correlated on May 14, 2013:Anguilla ; Coarse-loamy over sandy or sandy-skeletal, mixed, mesic Haplic Sulfiwassents
United States Department of Agriculture
SSL-ProjectI2007USCT009   Little Narragansett Bay Coastal Zone Soil SurveyNatural Resources Conservation Service
-Site IDS2006CT011001   Lat: 41° 20' 26.50" north  Long: 71° 53' 15.10" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 07N0031Kellogg Soil 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
 
07N001610-15AgS100100100100100100100100896232201299937764590.060.0370.00143.73.6
07N0016215-30Cg1S100100100100100100999879482113895856350440.200.0960.00373.41.5
07N0016330-49Cg2S10010010010010010099956835149590745037320.330.2500.00748.80.9
07N0016449-882Cg1S10010010099999591825938179374634840360.440.2800.00671.70.5
07N0016588-952Cg2S10010010010010010010068351363157392113121.210.7590.03832.12.8
07N0016695-1232Cg3S10010010010010091825733104325037191192.221.0070.07728.70.8

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
 
07N001610-15AgS----------100--------1001.4511.903
07N0016215-30Cg1S22--11982--11981.4711.923
07N0016330-49Cg2S55--14955--14951.4811.923
07N0016449-882Cg1S18181898218189821.5711.983
07N0016588-952Cg2S3232----326832----32681.7012.063
07N0016695-1232Cg3S4343--18255743--1825571.8012.123

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.
3The saturated 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: S2006CT011001( New London, Connecticut )Print Date: Nov 21 2024 5:15PM
Sampled As:AnguillaSandy, mixed, mesic Haplic Sulfaquent
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  07N0031

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---)
 
07N001610-15AgS--------------1002226710
07N0016215-30Cg1S2----1--11982920512
07N0016330-49Cg2S3----3--12973515310
07N0016449-882Cg1S10----11155902820216
07N0016588-952Cg2S20----20----2080367121
07N0016695-1232Cg3S30----30--12177033416

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
3A1a1a4C1a2a
 
07N001610-15AgS------4753141619146312214l41.146.712.2
07N0016215-30Cg1S222583993122414726149sl54.637.08.45.4
07N0016330-49Cg2S555672866182714619106sl66.827.65.64.6
07N0016449-882Cg1S1919184734310151910424184sl55.640.73.76.1
07N0016588-952Cg2S323232571111627281121072lcos82.316.01.75.3
07N0016695-1232Cg3S4444444972132334144844lcos84.911.33.84.3
NSSC SSL Report Creation