IDENTIFIERS

  • Current Taxon Name (Soil Name): Woodbridge
  • OSD
  • Series Extent
  • User Site ID: S2020CT013004
  • User Pedon ID: S2020CT013004
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - KSSL
  • Lab Pedon # - 21N0040
  • User Project ID: 2021-12TOL003_done
  • Project Name: DSP CT 2021 Science of Soil Health UCONN
  • Print Date: 4/17/2026
  • LOCATION

  • Location In Web Soil Survey
  • AOI is roughly a square mile and pedon is marked in the center.
  • Location in SoilWeb
  • Location in Google Maps
  • Std. Latitude: 41.7975278
  • Std. Longitude: -72.2302500
  • Datum: WGS84
  • Map Unit: 45B—Woodbridge fine sandy loam, 3 to 8 percent slopes
  • State: Connecticut
  • County: CT013—Tolland
  • MLRA: 144A—New England and Eastern New York Upland, Southern Part
  • MLRA Soil Survey Area: NE-TOL—Tolland, Connecticut
  • Non-MLRA Soil Survey Area: CT600—State of Connecticut
  • PEDON

  • Describers Name: DP, GB
  • Current Taxonomic Class: Coarse-loamy, mixed, active, mesic Aquic Humic Dystrudepts
  • Current Taxon Kind: taxadjunct
  • Pedon Type: taxadjunct to the series
  • Pedon Purpose: laboratory sampling site
  • Pedon Record Orgin: NASIS
  • Sampled As Information:
  • Soil Name - Woodbridge
  • Taxonomic Class - Coarse-loamy, mixed, active, mesic Aquic Humic Dystrudepts
  • Taxon Kind - taxadjunct
  • PSC - 25 to 100 cm.
  • Classificaton Date - 6/25/2020
  • Classifier - G. Vega
  • Soil Taxonomic Edition - twelfth edition
  • Moisture Class - udic
  • Moisture SUBClass - aquic
  • Dynamic Soil Properties:
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no
  • QC Status: level 3


  • SITE

  • Parent Material: lodgment till
  • Landscape: upland
  • Landform: drumlin
  • Geomorphic Component Hills: side slope
  • Hill Slope Profile: backslope
  • Slope Position: upper third
  • Slope Complexity: simple
  • Slope Shape Across: linear
  • Slope Shape Down: linear
  • Drainage Class: moderately well
  • Flooding: none flooding
  • Ponding: none ponding
  • Surface Fragments:
  • Benchmark Soil?: yes
  • RaCA Information:
  • DSP Plot ID - PaN1-2
  • VEGETATION

    SITE OBSERVATION

  • Observation Date: 6/25/2020 (actual site observation date)
  • Data Collector: DP, GB
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - crop cover
  • Site Obs. Cover Kind 2 - row crop
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Pedon Horizon Lab Results - 1
    Horizon Top Depth Bottom Depth Sample ID Data Collector Total Clay CaCO3 Clay Total Silt Fine Silt Co. Silt Total Sand Total Sand Method VC Sand Co. Sand Med. Sand Fine Sand VF Sand VF Sand Method Texture Class - Field Lab Rubbed Fiber Unrubbed Fiber pH H2O
    cm cm % % % % % % % % % % % % %

    Ap1

    Ap1

    Ap2

    Bw1

    Bw2

    BC

    0

    5

    13

    19

    37

    60

    5

    10

    19

    37

    60

    107

    21N00137

    21N00138

    21N00139

    21N00140

    21N00141

    21N00142

    KSSL

    KSSL

    KSSL

    KSSL

    KSSL

    KSSL

    7.7

    8.7

    9.6

    6.8

    9.1

    7.1

    33.3

    33

    34

    31.4

    31.2

    23.9

    16.5

    16.9

    17.9

    17.4

    17.5

    12.5

    16.8

    16.1

    16.1

    14

    13.7

    11.4

    59

    58.3

    56.4

    61.8

    59.7

    69

    sieves

    sieves

    sieves

    sieves

    sieves

    sieves

    3.2

    3.9

    1.4

    3.7

    4

    3.6

    5.6

    5.5

    5.9

    6.8

    6.2

    8.8

    10.3

    9.4

    10.3

    11.1

    10.4

    14

    23.1

    23.7

    22.2

    23.7

    22.2

    27.2

    16.8

    15.8

    16.6

    16.5

    16.9

    15.4

    300 mesh sieve

    300 mesh sieve

    300 mesh sieve

    300 mesh sieve

    300 mesh sieve

    300 mesh sieve

    5.9

    6.1

    6

    6.1

    6.1

    6

    Pedon Horizon Lab Results - 2
    Horizon Top Depth Bottom Depth Sample ID pH CaCl2 pH NaF pH Ox Delta pH LL PL PI Atter. Samp. Cond. COLE Pot. Acidity Ca + Mg - Meh 2 K Ca + Mg - Sat. Paste KCl Extract. Acidity Base Sat. - Meh 2 CEC-7 CEC-8.2
    cm cm % % % cm/cm meq/100g cmol(+)/kg cmol(+)/kg mmol(+)/l cmol(+)/kg % cmol(+)/kg cmol(+)/kg

    Ap1

    Ap1

    Ap2

    Bw1

    Bw2

    BC

    0

    5

    13

    19

    37

    60

    5

    10

    19

    37

    60

    107

    21N00137

    21N00138

    21N00139

    21N00140

    21N00141

    21N00142

    5.6

    5.8

    5.7

    5.8

    5.8

    5.7

    0.03

    0.01

    0.01

    0.01

    0

    0.01

    13.4

    12.6

    11.4

    5.5

    5.1

    2.8

    26.9

    22.3

    21.4

    12.1

    10.1

    5.2

    Pedon Horizon Lab Results - 3
    Horizon Top Depth Bottom Depth Sample ID ECEC Phosphate P NO3-N EC EC Method EC 1:5 by volume CaCO3 Equiv. Equiv. Gypsum Na SAR Gypsum Req. Humic Color Fulvic Color Humic + Fulvic Color Al PI Pyro. Hue PyrO. Value Pyro. Chroma
    cm cm cmol(+)/kg mg/kg mg/kg dS/m dS/m % % mmol(+)/l % L-pcu/g L-pcu/g L-pcu/g %

    Ap1

    Ap1

    Ap2

    Bw1

    Bw2

    BC

    0

    5

    13

    19

    37

    60

    5

    10

    19

    37

    60

    107

    21N00137

    21N00138

    21N00139

    21N00140

    21N00141

    21N00142

    169.3

    90.4

    23.1

    7.5

    13.5

    12.8

    2.64

    1.11

    0.68

    1.17

    ec meter, saturated paste

    ec meter, saturated paste

    ec meter, saturated paste

    ec meter, saturated paste

    ec meter, saturated paste

    ec meter, saturated paste

    Pedon Restrictions
    Kind Hardness Restriction Depth L-H Restriction Thickness L-RV-H
    cm

    densic material

    noncoherent

    107 - 116

    - 9 -

    Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    ochric epipedon

    redox concentrations

    aquic conditions

    cambic horizon

    redox depletions with chroma 2 or less

    densic materials

    densic contact

    0—19

    19—116

    19—116

    19—107

    37—116

    107—116

    107—

    —19—

    —97—

    —97—

    —88—

    —79—

    —9—

    —-

    Pedon Horizon Bulk Density
    Horizon Depth to Top Depth to Bottom Method Data Collector Field Moist Volume Field Moist Sample Wt. Air Dry Sample Wt. Field Moist Co. Fragment Wt. Air Dry Fragment Wt. Fragment Density Coarse Fragment Volume Air Dry Subsample Wt. Oven Dry Subsample Wt. Grav Soil Moist % Whole Soil Grav Soil Moist % Fine Earth Bulk Density FM Fine Soil Bulk Density FM Whole Soill Bulk Density OD Whole Soil Bulk Density OD Fine Earth Bulk Density Satiated
    cm cm3 g g/cm3 cm3 g % g/cm3

    Ap1

    Ap1

    Ap2

    Bw1

    Bw2

    BC

    5

    0

    13

    19

    37

    60

    10

    5

    19

    37

    60

    107

    core, constant volume

    core, constant volume

    core, constant volume

    core, constant volume

    core, constant volume

    core, constant volume

    KSSL

    KSSL

    KSSL

    KSSL

    KSSL

    KSSL

    1.46

    1.27

    1.42

    1.46

    1.76

    1.99

    Setting and Climate
    Slope Slope Length USLE Upslope Length Elev. Corr. Elev Aspect MAP REAP FFD MAAT MSAT MWAT MAST MSST MWST MFFP PE Index Climate Station ID Climate Station Name Climate Station Type
    % m degrees mm mm C mm

    5

    192

    8

    Ap1—0 to 13 centimeters (0.0 to 5.1 inches); very dark grayish brown (10YR 3/2) broken face, grayish brown (10YR 5/2) broken face, dry; fine sandy loam; 60 percent sand; 30 percent silt; 10 percent clay; moderate medium granular structure; friable; many very fine roots throughout and few medium roots throughout and many fine roots throughout; 8 percent by volume nonflat subangular strongly coherent cemented 2-50-76 millimeter mixed fragments observed by visual inspection method; abrupt wavy boundary. Lab sample # 21N00137, 21N00138; observed in trench
    Ap2—13 to 19 centimeters (5.1 to 7.5 inches); very dark grayish brown (10YR 3/2) broken face, grayish brown (10YR 5/2) broken face, dry; fine sandy loam; 60 percent sand; 30 percent silt; 10 percent clay; weak medium subangular blocky structure; friable; common very fine roots throughout and common fine roots throughout; 10 percent by volume nonflat subangular strongly coherent cemented 2-50-76 millimeter mixed fragments observed by visual inspection method; abrupt smooth boundary. Lab sample # 21N00139; observed in trench
    Bw1—19 to 37 centimeters (7.5 to 14.6 inches); dark yellowish brown (10YR 4/4) broken face gravelly fine sandy loam; 60 percent sand; 30 percent silt; 10 percent clay; weak coarse subangular blocky structure; friable; common very fine roots throughout and common fine roots throughout; 2 percent fine faint strong brown (7.5YR 4/6), moist, masses of oxidized iron in matrix; 20 percent by volume nonflat subangular strongly coherent cemented 2-50-76 millimeter mixed fragments observed by visual inspection method; 10 to 10 percent krotovinas (volume percent); clear wavy boundary. Lab sample # 21N00140; observed in trench
    Bw2—37 to 60 centimeters (14.6 to 23.6 inches); dark yellowish brown (10YR 4/4) broken face fine sandy loam; 70 percent sand; 22 percent silt; 8 percent clay; weak coarse subangular blocky structure; friable; few very fine roots throughout and few fine roots throughout; 2 percent distinct grayish brown (10YR 5/2), moist, iron depletions in matrix and 5 percent medium faint strong brown (7.5YR 4/6), moist, masses of oxidized iron in matrix; 10 percent by volume nonflat subangular strongly coherent cemented 2-50-76 millimeter mixed fragments observed by visual inspection method; clear wavy boundary. Lab sample # 21N00141; observed in trench
    BC—60 to 107 centimeters (23.6 to 42.1 inches); brown (10YR 4/3) broken face gravelly fine sandy loam; 70 percent sand; 22 percent silt; 8 percent clay; weak coarse subangular blocky structure; friable; 10 percent faint grayish brown (2.5Y 5/2), moist, iron depletions in matrix and 15 percent coarse faint brown (7.5YR 4/4), moist, masses of oxidized iron in matrix; 3 percent by volume nonflat subangular moderately coherent cemented 250-400-600 millimeter mixed fragments observed by visual inspection method and 3 percent by volume nonflat subangular moderately coherent cemented 76-150-250 millimeter mixed fragments observed by visual inspection method and 18 percent by volume nonflat subangular strongly coherent cemented 2-50-76 millimeter mixed fragments observed by visual inspection method; gradual wavy boundary. Lab sample # 21N00142; observed in trench
    Cd—107 to 116 centimeters (42.1 to 45.7 inches); brown (10YR 5/3) broken face gravelly sandy loam; 70 percent sand; 22 percent silt; 8 percent clay; structureless massive; firm; 10 percent coarse faint brown (7.5YR 4/4), moist, masses of oxidized iron in matrix and 20 percent faint grayish brown (2.5Y 5/2), moist, iron depletions in matrix; 18 percent by volume nonflat subangular strongly coherent cemented 2-50-76 millimeter mixed fragments observed by visual inspection method.; observed in trench