| *** Primary Characterization Data *** |
| Pedon ID: 91NC021002 | ( Buncombe, North Carolina ) | Print Date: Jun 5 2024 12:36PM |
| Sampled as on Oct 1, 1991: | Hayesville ; Clayey, kaolinitic, mesic Typic Kanhapludult |
| Revised to correlated: | Hayesville ; Fine, kaolinitic, mesic Typic Kanhapludults |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP92NC019 MOUNTAIN SOILS - BUNCOMBE COUNTY | Natural Resources Conservation Service |
| - | Site ID | S1991NC021002 Lat: 35° 31' 41.01" north Long: 82° 34' 46.00" west MLRA: 130 | National Soil Survey Center | |
| - | Pedon No. | 92P0082 | Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| 92P00590 | Ap | Ap | 0-13 | FSL | SCL | |||
| 92P00591 | BA | BA | 13-23 | CL | CL | |||
| 92P00592 | Bt1 | Bt | 23-45 | C | C | |||
| 92P00593 | Bt2 | Bt | 45-71 | C | CL | |||
| 92P00594 | C1 | C1 | 71-132 | L | VFSL | |||
| 92P00595 | C2 | C2 | 132-209 | FSL | FSL | |||
| 92P00596 | C3 | C3 | 209-250 | L | LFS | |||
| Pedon Calculations | |||
| Calculation Name | Result | Units of Measure | |
| CEC Activity, CEC7/Clay, Weighted Average | 0.15 | (NA) | |
| Clay, carbonate free, Weighted Average | 42 | % wt | |
| Weighted Particles, 0.1-75mm, 75 mm Base | 23 | % wt | |
| Volume, >2mm, Weighted Average | 0 | % vol | |
| Clay, total, Weighted Average | 42 | % wt | |
| LE, Whole Soil, Summed to 1m | 2 | cm/m | |
| Weighted averages based on control section: 13-63 cm | |||
| 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 | 3A1a1a | 3B1 | 3B1 | 3B1 | |||||||
| 92P00590 | 0-13 | Ap | S | scl | 20.7 | 22.7 | 56.6 | 8.0 | 15.8 | 6.9 | 13.7 | 32.5 | 8.7 | 1.2 | 0.5 | 1 | 1 | 1 | 45 | 3 | |
| 92P00591 | 13-23 | BA | S | cl | 39.6 | 20.3 | 40.1 | 18.0 | 15.2 | 5.1 | 14.1 | 19.1 | 5.8 | 0.8 | 0.3 | tr | tr | -- | 26 | ||
| 92P00592 | 23-45 | Bt1 | S | c | 46.1 | 20.1 | 33.8 | 22.0 | 13.9 | 6.2 | 12.8 | 15.8 | 4.5 | 0.5 | 0.2 | tr | -- | -- | 21 | ||
| 92P00593 | 45-71 | Bt2 | S | cl | 37.0 | 24.8 | 38.2 | 18.6 | 16.2 | 8.6 | 15.5 | 17.5 | 4.6 | 0.6 | tr | -- | -- | -- | 23 | ||
| 92P00594 | 71-132 | C1 | S | vfsl | 13.5 | 25.8 | 60.7 | 7.1 | 12.3 | 13.5 | 27.8 | 25.7 | 6.5 | 0.7 | tr | -- | -- | -- | 33 | ||
| 92P00595 | 132-209 | C2 | S | fsl | 5.4 | 22.8 | 71.8 | 2.6 | 10.9 | 11.9 | 29.4 | 31.3 | 10.0 | 1.0 | 0.1 | -- | tr | -- | 43 | ||
| 92P00596 | 209-250 | C3 | S | lfs | 1.7 | 19.2 | 79.1 | 1.2 | 8.4 | 10.8 | 37.4 | 29.5 | 9.3 | 2.5 | 0.4 | -- | -- | -- | 42 | ||
| *** Primary Characterization Data *** |
| Pedon ID: 91NC021002 | ( Buncombe, North Carolina ) | Print Date: Jun 5 2024 12:36PM |
| Sampled As | : | Hayesville | Clayey, kaolinitic, mesic Typic Kanhapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0082 | |||
| 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 | % | ||||||||||
| 4A1d | 4A1h | 4B1c | 3C2a1a | 3D1 | 4C1 | 8D1 | 8D1 | ||||||||||
| 92P00590 | 0-13 | Ap | S | 1.77 | 1.83 | 0.011 | 15.8 | 10.0 | 1.007 | 0.10 | 0.28 | 0.48 | |||||
| 92P00591 | 13-23 | BA | S | 1.58 | 1.67 | 0.019 | 22.0 | 17.9 | 1.010 | 0.06 | 0.14 | 0.45 | |||||
| 92P00592 | 23-45 | Bt1 | S | 1.50 | 1.60 | 0.022 | 25.1 | 21.3 | 1.011 | 0.06 | 0.16 | 0.46 | |||||
| 92P00593 | 45-71 | Bt2 | S | 1.43 | 1.52 | 0.021 | 29.5 | 19.3 | 1.010 | 0.15 | 0.14 | 0.52 | |||||
| 92P00594 | 71-132 | C1 | S | 1.44 | 1.49 | 0.011 | 25.1 | 10.3 | 1.006 | 0.21 | 0.18 | 0.76 | |||||
| 92P00595 | 132-209 | C2 | S | 1.34 | 1.36 | 0.005 | 20.1 | 5.8 | 1.004 | 0.19 | 0.26 | 1.07 | |||||
| 92P00596 | 209-250 | C3 | S | 1.46 | 1.47 | 0.002 | 17.8 | 4.8 | 1.003 | 0.19 | 0.82 | 2.82 | |||||
| Water Content | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | |||||||
| (- - Atterberg - -) | (- - - - - Bulk Density - - - - -) | (- - - - - - - - - - - - - - - - - - - - - - - Water Content - - - - - - - - - - - - - - - - - - - - -) | ||||||||||||||||||
| (- - - Limits - - -) | Field | Recon | Recon | Field | Recon | (- - - - - - - - - - - - - - Sieved Samples - - - - - - - - - - - - -) | ||||||||||||||
| LL | PI | 33 | Oven | 33 | 6 | 10 | 33 | 100 | 200 | 500 | ||||||||||
| Depth | kPa | Dry | kPa | kPa | kPa | kPa | kPa | kPa | kPa | |||||||||||
| Layer | (cm) | Horz | Prep | pct <0.4mm | (- - - - - - - - g cm-3 - - - - - - -) | (- - - - - - - - - - - - - - - - - - - - - - - % of < 2mm - - - - - - - - - - - - - - - - - - - - - -) | ||||||||||||||
| 3C1e1a | ||||||||||||||||||||
| 92P00590 | 0-13 | Ap | S | 13.2 | ||||||||||||||||
| 92P00591 | 13-23 | BA | S | 21.7 | ||||||||||||||||
| 92P00592 | 23-45 | Bt1 | S | 26.2 | ||||||||||||||||
| 92P00593 | 45-71 | Bt2 | S | 23.5 | ||||||||||||||||
| 92P00594 | 71-132 | C1 | S | 14.3 | ||||||||||||||||
| 92P00595 | 132-209 | C2 | S | 10.4 | ||||||||||||||||
| 92P00596 | 209-250 | C3 | S | 7.7 | ||||||||||||||||
| *** Primary Characterization Data *** |
| Pedon ID: 91NC021002 | ( Buncombe, North Carolina ) | Print Date: Jun 5 2024 12:36PM |
| Sampled As | : | Hayesville | Clayey, kaolinitic, mesic Typic Kanhapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0082 | |||
| 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 - - - - -) | |||||||||||||||
| 6B3a | 6A1c | 6C2b | 6G7a | 6D2a | 8J | 6C9b | 6G12b | 6V2b | 6D5b | |||||||||||||
| 92P00590 | 0-13 | Ap | S | 0.086 | 1.02 | 2.3 | 0.3 | tr | 0.18 | 0.03 | 0.15 | 0.11 | 0.04 | 139.5 | ||||||||
| 92P00591 | 13-23 | BA | S | 0.040 | 0.31 | 4.0 | 0.5 | tr | 0.24 | 0.03 | 0.20 | 0.14 | 0.06 | 9.5 | ||||||||
| 92P00592 | 23-45 | Bt1 | S | 0.024 | 0.23 | 5.1 | 0.6 | tr | 0.27 | 0.03 | 0.24 | 0.15 | 0.07 | -- | ||||||||
| 92P00593 | 45-71 | Bt2 | S | 0.012 | 0.09 | 5.0 | 0.6 | tr | 0.24 | 0.03 | 0.20 | 0.13 | 0.07 | -- | ||||||||
| 92P00594 | 71-132 | C1 | S | 0.05 | 4.6 | 0.4 | tr | 0.43 | 0.02 | 0.74 | 0.06 | 0.05 | -- | |||||||||
| 92P00595 | 132-209 | C2 | S | 0.05 | 4.0 | 0.3 | tr | 0.07 | 0.02 | 0.06 | 0.04 | 0.05 | 47.0 | |||||||||
| 92P00596 | 209-250 | C3 | S | 0.01 | 3.8 | 0.2 | tr | 0.09 | 0.02 | 0.09 | 0.05 | 0.05 | 433.5 | |||||||||
| 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 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
| 6N2e | 6O2d | 6P2b | 6Q2b | 6H5a | 6G9c | 6D3b | 5A3a | 5A8b | 5A3b | 5G1 | 5C3 | 5C1 | |||||
| 92P00590 | 0-13 | Ap | S | 3.1 | 1.2 | tr | 0.1 | 4.4 | 1.4 | 5.8 | 5.8 | 76 | 76 | ||||
| 92P00591 | 13-23 | BA | S | 2.9 | 1.1 | 0.1 | 0.1 | 4.2 | 2.1 | 6.3 | 5.6 | 67 | 75 | ||||
| 92P00592 | 23-45 | Bt1 | S | 2.9 | 1.1 | tr | tr | 4.0 | 4.8 | 8.8 | 7.3 | 45 | 55 | ||||
| 92P00593 | 45-71 | Bt2 | S | 1.9 | 0.9 | tr | tr | 2.8 | 2.9 | 5.7 | 5.3 | 49 | 53 | ||||
| 92P00594 | 71-132 | C1 | S | 0.3 | 0.3 | 0.1 | tr | 0.7 | 3.7 | -- | tr | 4.4 | 2.4 | 16 | 29 | ||
| 92P00595 | 132-209 | C2 | S | -- | 0.2 | tr | tr | 0.2 | 1.5 | tr | 0.1 | 1.7 | 1.4 | 12 | 14 | ||
| 92P00596 | 209-250 | C3 | S | -- | 0.1 | -- | -- | 0.1 | 3.9 | 0.2 | 0.2 | 4.0 | 1.4 | 0.3 | 67 | 3 | 7 |
| *** Primary Characterization Data *** |
| Pedon ID: 91NC021002 | ( Buncombe, North Carolina ) | Print Date: Jun 5 2024 12:36PM |
| Sampled As | : | Hayesville | Clayey, kaolinitic, mesic Typic Kanhapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0082 | |||
| Salt | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | -20- | |||
| (- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Water Extracted From Saturated Paste - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -) | 1:2 | ||||||||||||||||||||||
| Total | Elec | Elec | Exch | ||||||||||||||||||||
| Depth | Ca | Mg | Na | K | CO3 | HCO3 | F | Cl | PO4 | Br | OAC | SO4 | NO2 | NO3 | H2O | Salts | Cond | Cond | Na | SAR | |||
| Layer | (cm) | Horz | Prep | (- - - - - mmol(+) L-1 - - - - -) | (- - - - - - - - - - - - - - - - - - - - - - mmol(-) L-1 - - - - - - - - - - - - - - - - - - - -) | (- - - - % - - - -) | (- - dS m-1 - -) | % | |||||||||||||||
| 92P00590 | 0-13 | Ap | S | -- | |||||||||||||||||||
| 92P00591 | 13-23 | BA | S | 2 | |||||||||||||||||||
| 92P00592 | 23-45 | Bt1 | S | -- | |||||||||||||||||||
| 92P00593 | 45-71 | Bt2 | S | -- | |||||||||||||||||||
| 92P00594 | 71-132 | C1 | S | 4 | |||||||||||||||||||
| 92P00595 | 132-209 | C2 | S | -- | |||||||||||||||||||
| 92P00596 | 209-250 | C3 | S | -- | |||||||||||||||||||
| pH & Carbonates | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | |||
| (- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -) | (- - Carbonate - -) | (- - Gypsum - - -) | ||||||||||||
| CaCl2 | As CaCO3 | As CaSO4*2H2O | Resist | |||||||||||
| Depth | 0.01M | H2O | Sat | <2mm | <20mm | <2mm | <20mm | ohms | ||||||
| Layer | (cm) | Horz | Prep | KCl | 1:2 | 1:1 | Paste | Oxid | NaF | (- - - - - - - - - - - - % - - - - - - - - - - -) | cm-1 | |||
| 4C1a2a3 | 4C1a2a | 4C1a2a | ||||||||||||
| 92P00590 | 0-13 | Ap | S | 5.1 | 5.2 | 5.2 | ||||||||
| 92P00591 | 13-23 | BA | S | 5.3 | 5.7 | 6.1 | ||||||||
| 92P00592 | 23-45 | Bt1 | S | 5.4 | 5.7 | 6.2 | ||||||||
| 92P00593 | 45-71 | Bt2 | S | 5.3 | 5.5 | 5.8 | ||||||||
| 92P00594 | 71-132 | C1 | S | 4.7 | 4.6 | 5.1 | ||||||||
| 92P00595 | 132-209 | C2 | S | 4.4 | 4.5 | 4.8 | ||||||||
| 92P00596 | 209-250 | C3 | S | 4.4 | 4.5 | 5.0 | ||||||||
| *** Primary Characterization Data *** |
| Pedon ID: 91NC021002 | ( Buncombe, North Carolina ) | Print Date: Jun 5 2024 12:36PM |
| Sampled As | : | Hayesville | Clayey, kaolinitic, mesic Typic Kanhapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0082 | |||
| 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 | | 7A4b | 7C3 | | tion | ||||||||||||||
| Layer | (cm) | Horz | ion | ( - - - - - - - - - peak size - - - - - - - - - - ) | (- - - - - - - - - % - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -) | mg g-1 | ||||||||||||||
| 92P00590 | 0.0-13.0 | Ap | tcly | KK 5 | GI 2 | VR 2 | GE 2 | | | | KK 53 | GI 7 | | 24 | 10.9 | | | 0.6 | | | |
| 92P00591 | 13.0-23.0 | BA | tcly | KK 5 | GI 3 | GE 2 | VR 2 | HE 1 | | | KK 46 | GI 4 | | 29 | 13.4 | | | 0.5 | | | |
| 92P00592 | 23.0-45.0 | Bt1 | tcly | KK 5 | GI 3 | GE 2 | VR 2 | HE 2 | | | KK 53 | GI 6 | | 30 | 14.3 | | | 0.5 | | | |
| 92P00593 | 45.0-71.0 | Bt2 | tcly | KK 5 | GI 2 | GE 2 | VR 2 | HE 2 | | | KK 56 | GI 6 | | 29 | 15.7 | | | 0.7 | | | |
| 92P00595 | 132.0-209.0 | C2 | tcly | KK 3 | GE 2 | GI 1 | VR 1 | | | | KK 47 | GI 4 | | 16 | 13.7 | | | 0.6 | | | |
| FRACTION INTERPRETATION: | ||||
| tcly - Total Clay <0.002 mm | | | | |
| MINERAL INTERPRETATION: | ||||
| GE Goethite | GI Gibbsite | HE Hematite | KK Kaolinite | VR Vermiculite |
| RELATIVE PEAK SIZE: | 5 Very Large | 4 Large | 3 Medium | 2 Small | 1 Very Small | 6 No Peaks |
| *** Primary Characterization Data *** |
| Pedon ID: 91NC021002 | ( Buncombe, North Carolina ) | Print Date: Jun 5 2024 12:36PM |
| Sampled As | : | Hayesville | Clayey, kaolinitic, mesic Typic Kanhapludult | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 92P0082 | |||
| Fine Earth Mineralogy (<2.0 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 | | | | | 7D2 | tion | ||||||||||||||
| Layer | (cm) | Horz | ion | ( - - - - - - - - - - peak size - - - - - - - - - - ) | (- - - - - - - - - % - - - - - - - - - -) | (- - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - -) | mg g-1 | ||||||||||||||
| 92P00590 | 0.0-13.0 | Ap | feth | | | | | | | | | | | | | | | | | 9.0 | |
| 92P00591 | 13.0-23.0 | BA | feth | | | | | | | | | | | | | | | | | 17.0 | |
| 92P00592 | 23.0-45.0 | Bt1 | feth | | | | | | | | | | | | | | | | | 20.0 | |
| 92P00593 | 45.0-71.0 | Bt2 | feth | | | | | | | | | | | | | | | | | 18.0 | |
| 92P00594 | 71.0-132.0 | C1 | feth | | | | | | | | | | | | | | | | | 9.0 | |
| 92P00595 | 132.0-209.0 | C2 | feth | | | | | | | | | | | | | | | | | 5.0 | |
| 92P00596 | 209.0-250.0 | C3 | feth | | | | | | | | | | | | | | | | | 3.0 | |
| FRACTION INTERPRETATION: | ||||
| feth - Fine Earth <2 mm | | | | |