*** Primary Characterization Data *** |
Pedon ID: S1960NC043002 | ( Clay, North Carolina ) | Print Date: Nov 24 2024 4:21AM |
Sampled as on Jan 11, 1960: | HAYESVILLE |
Revised to correlated on Nov 6, 2019: | Hayesville ; Coarse-loamy over clayey, kaolinitic, mesic Typic Kanhapludults |
United States Department of Agriculture | ||||
SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
- | Site ID | S1960NC043002 Lat: 35° 0' 12.41" north Long: 83° 48' 40.63" west MLRA: 130 | Lincoln Soil Survey Laboratory | |
- | Pedon No. | 40A5169 | Soil Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska |
Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
40A38919 | O | O2 | 1-0 | |||||
40A38920 | A | A1 | 0-4 | 14569 | FSL | |||
40A38921 | E | A2 | 4-11 | 14570 | FSL | |||
40A38922 | B1 | B1 | 11-25 | 14571 | FSL | |||
40A38923 | B21 | B21 | 25-38 | 14572 | C | |||
40A38924 | B22 | B22 | 38-61 | 14573 | C | |||
40A38925 | B/C | B3/C1 | 61-74 | 14574 | CL | |||
40A38926 | C | C 2 | 74-104 | 14575 | FSL |
PSDA & Rock Fragments | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
(- - - - - Total - - - - - -) | (- - Clay - - -) | (- - - - Silt - - - - -) | (- - - - - - - - - - - - Sand - - - - - - - - - - - -) | ( Rock Fragments (mm) ) | |||||||||||||||||
Lab | Clay | Silt | Sand | Fine | CO3 | Fine | Coarse | VF | F | M | C | VC | (- - - - - - - - Weight - - - - - - - -) | >2 mm | |||||||
Text- | < | .002 | .05 | < | < | .002 | .02 | .05 | .10 | .25 | .5 | 1 | 2 | 5 | 20 | .1- | wt % | ||||
Depth | ure | .002 | -.05 | -2 | .0002 | .002 | -.02 | -.05 | -.10 | -.25 | -.50 | -1 | -2 | -5 | -20 | -75 | 75 | whole | |||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - % of <75mm - - - - - -) | soil | |||||||||||||||
3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3B1 | 3B1 | 3B1 | ||||||||
40A38920 | 0-4 | A | S | fsl | 11.1 | 29.8 | 59.1 | 19.1 | 10.7 | 16.1 | 25.3 | 8.2 | 7.0 | 2.5 | -- | -- | -- | 43 | -- | ||
40A38921 | 4-11 | E | S | fsl | 10.6 | 32.7 | 56.7 | 21.8 | 10.9 | 15.2 | 23.5 | 7.5 | 6.6 | 3.9 | -- | -- | -- | 42 | -- | ||
40A38922 | 11-25 | B1 | S | fsl | 14.6 | 31.3 | 54.1 | 20.8 | 10.5 | 14.2 | 22.7 | 7.5 | 6.4 | 3.3 | -- | -- | -- | 40 | -- | ||
40A38923 | 25-38 | B21 | S | c | 43.9 | 21.7 | 34.4 | 15.7 | 6.0 | 9.3 | 14.7 | 5.0 | 4.2 | 1.2 | -- | -- | -- | 25 | -- | ||
40A38924 | 38-61 | B22 | S | c | 55.3 | 16.4 | 28.3 | 10.9 | 5.5 | 7.5 | 10.9 | 4.0 | 3.9 | 2.0 | -- | -- | -- | 21 | -- | ||
40A38925 | 61-74 | B/C | S | cl | 35.9 | 22.0 | 42.1 | 14.7 | 7.3 | 11.6 | 15.9 | 5.7 | 5.8 | 3.1 | -- | -- | -- | 31 | -- | ||
40A38926 | 74-104 | C | S | fsl | 15.0 | 20.8 | 64.2 | 13.0 | 7.8 | 14.3 | 23.6 | 9.8 | 11.6 | 4.9 | -- | -- | -- | 50 | -- |
*** Primary Characterization Data *** |
Pedon ID: S1960NC043002 | ( Clay, North Carolina ) | Print Date: Nov 24 2024 4:21AM |
Sampled As | : | HAYESVILLE | |||
USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A5169 |
Bulk Density & Moisture | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
(Bulk Density) | Cole | (- - - - - - - - - - - Water Content - - - - - - - - - - -) | ( Air Dry-Oven Dry ) | WRD | Aggst | ||||||||||||
33 | Oven | Whole | 6 | 10 | 33 | 1500 | 1500 kPa | (- - - - Ratio - - - -) | Whole | Stabl | (- - Ratio/Clay - -) | ||||||
Depth | kPa | Dry | Soil | kPa | kPa | kPa | kPa | Moist | Corrected | Soil | 2-0.5mm | CEC7 | 1500 kPa | ||||
Layer | (cm) | Horz | Prep | (- - - g cm-3 - - -) | (- - - - - - - - - - - - pct of < 2mm - - - - - - - - - - - -) | cm3 cm-3 | % | ||||||||||
4A1e | 4A1h | 4B1c | 3C2a1a | ||||||||||||||
40A38920 | 0-4 | A | S | 1.52 | 1.54 | 0.004 | 13.1 | 5.5 | 0.12 | 0.50 | |||||||
40A38921 | 4-11 | E | S | 1.61 | 1.62 | 0.002 | 14.8 | 4.2 | 0.17 | 0.40 | |||||||
40A38922 | 11-25 | B1 | S | 1.69 | 1.71 | 0.004 | 13.0 | 5.1 | 0.13 | 0.35 | |||||||
40A38923 | 25-38 | B21 | S | 1.38 | 1.46 | 0.019 | 26.6 | 16.6 | 0.14 | 0.38 | |||||||
40A38924 | 38-61 | B22 | S | 1.28 | 1.35 | 0.018 | 29.9 | 22.2 | 0.10 | 0.40 | |||||||
40A38925 | 61-74 | B/C | S | 1.54 | 16.8 | 0.47 | |||||||||||
40A38926 | 74-104 | C | S | 1.54 | 8.1 | 0.54 |
Carbon & Extractions | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | |||
(- - - - - Total - - - - -) | Est | OC | C/N | (- - - Dith-Cit Ext - - -) | (- - - - - - Ammonium Oxalate Extraction - - - - - -) | (- - - Na Pyro-Phosphate - - -) | ||||||||||||||||
Depth | C | N | S | OC | (WB) | Ratio | Fe | Al | Mn | Al+½Fe | ODOE | Fe | Al | Si | Mn | C | Fe | Al | Mn | |||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - % of <2 mm - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - % of < 2mm - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - - - % of < 2mm - - - - -) | |||||||||||||||
6A1a | ||||||||||||||||||||||
40A38920 | 0-4 | A | S | 1.84 | ||||||||||||||||||
40A38921 | 4-11 | E | S | 0.58 | ||||||||||||||||||
40A38922 | 11-25 | B1 | S | 0.30 | ||||||||||||||||||
40A38923 | 25-38 | B21 | S | 0.35 | ||||||||||||||||||
40A38924 | 38-61 | B22 | S | 0.04 | ||||||||||||||||||
40A38925 | 61-74 | B/C | S | 0.11 | ||||||||||||||||||
40A38926 | 74-104 | C | S | 0.04 |
*** Primary Characterization Data *** |
Pedon ID: S1960NC043002 | ( Clay, North Carolina ) | Print Date: Nov 24 2024 4:21AM |
Sampled As | : | HAYESVILLE | |||
USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A5169 |
CEC & Bases | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
(- - - - - - NH4OAC Extractable Bases - - - - -) | CEC8 | CEC7 | ECEC | (- - - - Base - - - -) | |||||||||||||
Sum | Acid- | Extr | KCl | Sum | NH4 | Bases | Al | (- Saturation -) | |||||||||
Depth | Ca | Mg | Na | K | Bases | ity | Al | Mn | Cats | OAC | +Al | Sat | Sum | NH4OAC | |||
Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - cmol(+) kg-1 - - - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - cmol(+) kg-1 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
6N2d | 6O2b | 6P2a | 6Q2a | 6H2a | |||||||||||||
40A38920 | 0-4 | A | S | 0.2 | 0.2 | tr | 0.2 | 0.6 | 7.7 | 8.3 | 7 | ||||||
40A38921 | 4-11 | E | S | tr | 0.3 | tr | 0.1 | 0.4 | 3.7 | 4.1 | 10 | ||||||
40A38922 | 11-25 | B1 | S | tr | 0.3 | 0.1 | 0.1 | 0.5 | 3.0 | 3.5 | 14 | ||||||
40A38923 | 25-38 | B21 | S | 0.1 | 0.6 | tr | 0.2 | 0.9 | 7.3 | 8.2 | 11 | ||||||
40A38924 | 38-61 | B22 | S | tr | 0.8 | tr | 0.2 | 1.0 | 8.5 | 9.5 | 11 | ||||||
40A38925 | 61-74 | B/C | S | tr | 0.4 | tr | 0.2 | 0.6 | 6.6 | 7.2 | 8 | ||||||
40A38926 | 74-104 | C | S | 0.1 | 0.5 | tr | 0.1 | 0.7 | 4.0 | 4.7 | 15 |
*** Primary Characterization Data *** |
Pedon ID: S1960NC043002 | ( Clay, North Carolina ) | Print Date: Nov 24 2024 4:21AM |
Sampled As | : | HAYESVILLE | |||
USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A5169 |
Clay Mineralogy (<.002 mm) | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
X-Ray | Thermal | Elemental | EGME | Inter | |||||||||||||||||
SiO2 | Al2O3 | Fe2O3 | MgO | CaO | K2O | Na2O | Retn | preta | |||||||||||||
Depth | Fract | 7A2i | tion | ||||||||||||||||||
Layer | (cm) | Horz | ion | ( - - - - - - - - - peak size - - - - - - - - - - ) | (- - - - - - - - - % - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -) | mg g-1 | ||||||||||||||
40A38922 | 11.0-25.0 | B1 | tcly | KK 5 | MC 3 | MI 2 | CA 1 | QZ 1 | |||||||||||||
40A38925 | 61.0-74.0 | B/C | tcly | KK 5 | MC 3 | MI 2 | CL 2 | QZ 1 |
FRACTION INTERPRETATION: | ||||
tcly - Total Clay <0.002 mm |
MINERAL INTERPRETATION: | ||||
CA Calcite | CL Chlorite | KK Kaolinite | MC Montmorillonite-Chlorite | MI Mica |
QZ Quartz |
RELATIVE PEAK SIZE: | 5 Very Large | 4 Large | 3 Medium | 2 Small | 1 Very Small | 6 No Peaks |