*** Andic Soil Properties Data ***
Pedon ID: S1969CT009004( New Haven, Connecticut )Print Date: Nov 23 2024 7:46AM

Sampled as on May 5, 1969:Enfield
Revised to correlated on Nov 18, 2012:Enfield ; Coarse-silty over sandy or sandy-skeletal, mixed, active, mesic Typic Dystrudepts
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1969CT009004   Lat: 41° 280.00" north  Long: 73° 1440.00" west  MLRA: 144ABeltsville Soil Survey Laboratory
-Pedon No. 40A1240Soil Laboratory
-General Methods 1B1A, 2A1, 2BBeltsville, Maryland

Andic Soil Properties Tier 1-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19--20--21-
 
TotalFineCaCO3CoSi toEst.1-75Vol >2mmBulkCOLEAl+½FeAl+½Fe
ClayClayClayVCoSClayFraction% of(- - - - 1500 kPa - - - -)DensityWhole(- - - - - - - - - - Glass Content - - - - - - - - - -)*15.625*60.0
Depth<.002<.0002<.002.02 - 2ContentWhole Soilair-dryfield moist/Clay33 kPaSoilcsivfsfsmscsvcsWt Avg+Glass+Glass
Layer(cm)HorzPrep(- - - - - - - - - - - % of <2 mm - - - - - - - - -)% of <75 mm(- - - - - - - - % - - - - - - -)g cm-3cm cm-1(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)
3A1a1a3C2a1a4A1e
 
40A094270-18ApS13.935--8.30.601.360.005
40A0942818-24B1S14.332--7.30.51
40A0942924-40B2S14.032--7.20.51
40A0943040-56B3S11.253166.20.551.39--
40A0943156-712C1S5.98232
40A0943271-1202C2S2.89323

Andic Soil Properties Tier 2-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19-
 
CO3Al+8*SiOpticalKClNH4OACSum(- Base Sat -)
pHpHOrgTotasNZ½Fe8*Si2*Fe+2*FeDensityExtrSumBases+NH4OACSum ofMelanic(- Atterberg -)
DepthH2ONaFCCCaCO3P RetOxalOxalOxalOxalOxalAlBasesExtr AlpH 7.0CationsIndexLLPI
Layer(cm)HorzPrep(- - - - - - - - - - - - - - - - - - - - - - - % wt - - - - - - - - - - - - - - - - - -)cmol(+) kg-1(- meq 100g-1 -)(- - - - % - - - - -)( % <0.4mm )
8C1a6A1a
 
40A094270-18ApS6.02.23
40A0942818-24B1S5.80.87
40A0942924-40B2S5.50.52
40A0943040-56B3S5.70.48
40A0943156-712C1S5.80.48
40A0943271-1202C2S5.80.10
NSSC SSL Report Creation