*** Supplementary Characterization Data ***
Pedon ID: S2005CT011005( New London, Connecticut )Print Date: Mar 13 2025 2:26PM

Sampled as on Sep 19, 2005:Quanaduck ; Coarse-loamy over sandy or sandy-skeletal, aniso, mixed, nonacid, mesic Sulfic Fluvaquent
Revised to correlated on Jul 22, 2013:Wequetequock ; Coarse-loamy over sandy or sandy-skeletal, mixed, active, nonacid, mesic Fluventic Sulfiwassents
United States Department of Agriculture
SSL-ProjectC2006USCT017   Little Naragansett Bay Coastal Zone Soil Survey ProjectNatural Resources Conservation Service
-Site IDS2005CT011005   Lat: 41° 20' 7.91" north  Long: 71° 52' 3.00" west  MLRA: 144ANational Soil Survey Center
-Pedon No. 06N0403Kellogg 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
 
06N014620-30AgS1001001001001001001001009783331910100989488760.040.0290.00219.03.3
06N0146330-39ACg1S1001001001001001001009992643015598958669570.060.0390.00318.62.0
06N0146439-46ACg2S1001001001001009692886433179482694936300.370.2620.00663.81.3
06N0146546-542Cg1S100100100100100989690511463tr79583016120.540.4130.03814.33.1
06N0146654-582Cg2S10010010010010092847544631tr695123850.700.4910.1156.11.1
06N0146758-662AgbS1001001001001009488773684216341211070.900.6560.1028.81.3
06N0146866-722C'g1S1009795918979696131521tr553712641.790.8310.1889.50.5
06N0146972-822C'g2S100100100100100989587501884278573020160.550.4180.02521.84.5
06N0147082-862C'g3S1001001001001009895886034159581644637310.430.2920.00673.50.9
06N01471862CgS10010010010010097949182723217889847975680.040.0320.00216.52.8
06N01472107-1203Cg2S1001001001001009284775740137271604843360.510.2810.01049.70.3
06N01473120-1333Cg2S100979693918782786249168374645653440.360.0800.00754.90.4


*** Supplementary Characterization Data ***
Pedon ID: S2005CT011005( New London, Connecticut )Print Date: Mar 13 2025 2:26PM
Sampled As:QuanaduckCoarse-loamy over sandy or sandy-skeletal, aniso, mixed, nonacid, mesic Sulfic Fluvaquent
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  06N0403

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
 
06N014620-30AgS----------100--------1001.4511.903
06N0146330-39ACg1S11----1991----1991.4611.913
06N0146439-46ACg2S1212--848812--84881.5311.953
06N0146546-542Cg1S1010--469010--46901.5211.953
06N0146654-582Cg2S2525--1697525--169751.6412.023
06N0146758-662AgbS2323--12117723--1211771.6212.013
06N0146866-722C'g1S393911208613911208611.7612.103
06N0146972-822C'g2S1313--588713--58871.5411.963
06N0147082-862C'g3S1212--578812--57881.5311.953
06N01471862CgS99--63919--63911.5111.943
06N01472107-1203Cg2S2323--1677723--167771.6212.013
06N01473120-1333Cg2S22229947822994781.6112.003

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.
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---)
 
06N014620-30AgS--------------100133661612.591.71
06N0146330-39ACg1S1----1----199232932841.472.94
06N0146439-46ACg2S7----7--5293331522120.312.10
06N0146546-542Cg1S6----6--2394457tr25112.257.50
06N0146654-582Cg2S15----15--10685443tr3590.005.00
06N0146758-662AgbS14----14--7786434tr7326.863.57
06N0146866-722C'g1S26----26713574382tr3119.752.63
06N0146972-822C'g2S8----8--35924181134.360.76
06N0147082-862C'g3S7----7--3493321532.790.43
06N01471862CgS5----5--3295133443192.330.47
06N01472107-1203Cg2S14----14--1048625201342.770.55
06N01473120-1333Cg2S13----135528721252263.780.22


*** Supplementary Characterization Data ***
Pedon ID: S2005CT011005( New London, Connecticut )Print Date: Mar 13 2025 2:26PM
Sampled As:QuanaduckCoarse-loamy over sandy or sandy-skeletal, aniso, mixed, nonacid, mesic Sulfic Fluvaquent
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  06N0403

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
 
06N014620-30AgS------277311tr24614482511sil23.965.810.35.5
06N0146330-39ACg1S11144555139181328275sil42.452.74.96.4
06N0146439-46ACg2S121212612747152415814164sl66.429.44.26.4
06N0146546-542Cg1S1010107911tr13233115566trcos86.912.70.45.9
06N0146654-582Cg2S252525714tr7253820424trcos93.95.90.2
06N0146758-662AgbS2323237161182927154441cos91.47.90.75.6
06N0146866-722C'g1S393928583tr103041113331cos93.85.40.86.0
06N0146972-822C'g2S13131373142112532125973lcos81.715.82.55.5
06N0147082-862C'g3S131313602769202211719126cosl64.429.56.14.0
06N01471862CgS101010256583664944299sil25.166.38.66.4
06N01472107-1203Cg2S24242442342815167930143sl53.643.33.15.8
06N01473120-1333Cg2S232313354236131051137184sil43.352.64.16.0
NSSC SSL Report Creation