IDENTIFIERS
Current Taxon Name (Soil Name):
Laguardia
OSD
Series Extent
User Site ID:
S2009NY005002
User Pedon ID:
S2009NY005002
Lab Information:
Certified Lab Pedon Description -
yes
Lab Source ID -
SSL
Lab Pedon # -
09N0886
NCSS Pedon Lab Data NASIS Record ID -
24011
Print Date:
11/21/2024
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:
40.8188500
Std. Longitude:
-73.8771694
Datum:
WGS84
Map Unit:
LaAs—Laguardia artifactual coarse sandy loam, 0 to 3 percent slopes, very stony
State:
New York
County:
NY005—Bronx
MLRA:
144A—New England and Eastern New York Upland, Southern Part
MLRA Soil Survey Area:
NE-TOL—Tolland, Connecticut
Non-MLRA Soil Survey Area:
NY005—Bronx County, New York
PEDON
Describers Name:
Richard Shaw
Current Taxonomic Class:
Loamy-skeletal, artifactic, mixed, superactive, calcareous, mesic Anthropic Udorthents
Current Taxon Kind:
taxadjunct
Pedon Type:
taxadjunct to the series
Pedon Purpose:
full pedon description
Pedon Record Orgin:
PedonPC
Correlated Information:
Soil Name -
Laguardia
PSC -
25 to 100 cm.
Classificaton Date -
1/15/2016
Classifier -
Jacob Isleib
Soil Taxonomic Edition -
twelfth edition
Moisture Class -
udic
Moisture Subclass -
typic
Sampled As Information:
Soil Name -
Laguardia
Classificaton Date -
4/27/2009
Dynamic Soil Properties:
Pedoderm Loose Cover Indicator -
no
Hydric:
no
SITE
Parent Material:
loamy-skeletal, artifactual human transported material
Landform:
tidal marsh
Anthropogenic Feature:
fill
Drainage Class:
well
Flooding:
none flooding
Ponding:
none ponding
Surface Fragments:
Benchmark Soil?:
yes
VEGETATION
SITE OBSERVATION
Observation Date:
4/27/2009 (entry creation date)
Air Photo ID:
Surface Cover Properties:
Pedoderm Loose Cover Indicator -
no
Drained? -
no
Bedded Soil? -
no
Forest Plantation? -
no
Yield Study ID -
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
%
%
%
%
%
%
%
%
%
%
%
%
%
^Au1
^Au2
^Cu1
^Cu2
^Cu3
0
12
23
37
61
12
23
37
61
102
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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
^Au1
^Au2
^Cu1
^Cu2
^Cu3
0
12
23
37
61
12
23
37
61
102
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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
%
^Au1
^Au2
^Cu1
^Cu2
^Cu3
0
12
23
37
61
12
23
37
61
102
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2
5
4
7
12
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Pedon Diagnostic Features
Feature Kind
Feature Depth L-H
Feature Thickness L-RV-H
cm
ochric epipedon
0—23
—23—
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
1
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6
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^Au1—0 to 12 centimeters (0.0 to 4.7 inches); very dark grayish brown (10YR 3/2) coarse sandy loam; moderate medium granular structure; friable; 3.0 very fine roots and 6.0 medium roots and 3.0 fine roots; 2 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 3 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments; 1 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick and 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of glass; slightly alkaline, pH 7.4, pH meter; clear smooth boundary. Lab sample # 09N03173
^Au2—12 to 23 centimeters (4.7 to 9.1 inches); 80 percent very dark grayish brown (10YR 3/2) and 20 percent brown (10YR 4/3) coarse sandy loam; moderate medium granular structure; friable; 3.0 medium roots and 3.0 fine roots; 7 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 10 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments; 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of glass and 3 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick and 7 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter noxious artifacts of bitumen (asphalt); slightly alkaline, pH 7.4, pH meter; clear smooth boundary. Lab sample # 09N03174
^Cu1—23 to 37 centimeters (9.1 to 14.6 inches); dark grayish brown (10YR 4/2) artifactual sandy loam; weak medium subangular blocky structure; friable; 3.0 fine roots; 2.0 medium tubular pores; 5 percent by volume nonflat subangular indurated 75-162-250 millimeter mixed fragments and 7 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 11 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments; 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of glass and 1 percent by volume equidimensional subangular cohesive persistent nonpenetrable 2-11-19 millimeter noxious artifacts of bitumen (asphalt) and 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick and 1 percent by volume flat angular cohesive persistent nonpenetrable 2-11-19 millimeter innocuous artifacts of brick; very slight effervescence; moderately alkaline, pH 8.0, pH meter; clear smooth boundary. Lab sample # 09N03835, 09N03836, 09N03837, 09N03838, 09N03175
^Cu2—37 to 61 centimeters (14.6 to 24.0 inches); 85 percent dark grayish brown (10YR 4/2) and 15 percent dark yellowish brown (10YR 4/4) very artifactual sandy loam; 2 percent dark yellowish brown (10YR 4/6) fine distinct mottles; massive; friable; 0.5 very fine roots; 6 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments and 9 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 10 percent by volume nonflat subangular indurated 250-425-600 millimeter mixed fragments and 31 percent by volume nonflat subangular indurated 75-162-250 millimeter mixed fragments; 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter noxious artifacts of bitumen (asphalt) and 5 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-11-249 millimeter innocuous artifacts of brick and 7 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of concrete and 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of concrete and 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of brick; strong effervescence; moderately alkaline, pH 8.1, pH meter; clear wavy boundary. Lab sample # 09N03176
^Cu3—61 to 102 centimeters (24.0 to 40.2 inches); 60 percent light olive brown (2.5Y 5/3) and 40 percent dark grayish brown (2.5Y 4/2) highly organic extremely artifactual coarse sandy loam; 2 percent dark yellowish brown (10YR 4/6) fine prominent and 7 percent olive yellow (2.5Y 6/6) fine distinct mottles; massive parts to weak medium granular; friable; 0.5 fine roots; 5 percent by volume nonflat subangular indurated 75-162-250 millimeter mixed fragments and 6 percent by volume nonflat subangular indurated 2-4-5 millimeter mixed fragments and 12 percent by volume nonflat subangular indurated 5-12-20 millimeter mixed fragments and 40 percent by volume nonflat subangular indurated 250-425-600 millimeter mixed fragments; 2 percent by volume irregular angular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of metal and 2 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-11-249 millimeter innocuous artifacts of concrete and 3 percent by volume equidimensional subangular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of brick and 2 percent by volume irregular angular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of brick and 2 percent by volume irregular angular cohesive persistent nonpenetrable 75-162-249 millimeter innocuous artifacts of concrete; violent effervescence; moderately alkaline, pH 8.0, pH meter. Lab sample # 09N03839, 09N03840, 09N03841, 09N03842, 09N03843, 09N03177