| *** Andic Soil Properties Data *** |
| Pedon ID: 84VT023005 | ( Washington, Vermont ) | Print Date: Nov 26 2024 11:11PM |
| Sampled as on Jul 30, 1984: | Houghtonville ; Coarse-loamy, mixed, frigid Typic Haplorthods |
| Revised to correlated on Sep 1, 1991: | (unnamed) ; Coarse-loamy, mixed, superactive, frigid Typic Haplorthod |
| United States Department of Agriculture | ||||
| SSL | - | Project | CP84VT222 WASHINGTON COUNTY | Natural Resources Conservation Service |
| - | Site ID | S1984VT023005 Lat: 44° 1855.00" north Long: 72° 5126.00" west MLRA: 143 | National Soil Survey Center | |
| - | Pedon No. | 84P0789 | Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| 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- | |||
| Total | Fine | CaCO3 | CoSi to | Est | .1-75 | Vol >2mm | Bulk | COLE | Al+½Fe | Al+½Fe | ||||||||||||||
| Clay | Clay | Clay | VCoS | Clay | Fraction | % of | (- - - - 1500 kPa - - - -) | Density | Whole | (- - - - - - - - - - Glass Content - - - - - - - - - -) | *15.625 | *60.0 | ||||||||||||
| Depth | <.002 | <.0002 | <.002 | .02 - 2 | Content | Whole Soil | air-dry | field moist | /Clay | 33 kPa | Soil | csi | vfs | fs | ms | cs | vcs | Wt Avg | +Glass | +Glass | ||||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - % of <2 mm - - - - - - - - -) | % of <75 mm | (- - - - - - - - % - - - - - - -) | g cm-3 | cm cm-1 | (- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -) | |||||||||||||||
| 3A1a1a | 3C2a1a | 8D1 | 4A1d | |||||||||||||||||||||
| 84P04462 | 1-0 | Oi | S | 70.3 | ||||||||||||||||||||
| 84P04463 | 0-3 | A | S | 4.7 | 50 | 7 | 29.1 | 6.19 | ||||||||||||||||
| 84P04464 | 3-6 | E | S | 4.8 | 57 | 13 | 5.2 | 1.08 | ||||||||||||||||
| 84P04465 | 6-18 | Bhs | S | 3.4 | 54 | 13 | 8.2 | 2.41 | ||||||||||||||||
| 84P04466 | 18-40 | Bs1 | S | 2.4 | 58 | 13 | 5.6 | 2.33 | 1.24 | 0.002 | ||||||||||||||
| 84P04467 | 40-59 | Bs2 | S | 2.8 | 60 | 20 | 4.9 | 1.75 | 1.29 | -- | ||||||||||||||
| 84P04468 | 59-75 | BC | S | 2.5 | 63 | 24 | 3.8 | 1.52 | 1.40 | 0.002 | ||||||||||||||
| 84P04469 | 75-112 | C1 | S | 2.9 | 56 | 18 | 3.2 | 1.10 | 1.42 | -- | ||||||||||||||
| 84P04470 | 112-134 | C2 | S | 3.4 | 62 | 22 | 1.9 | 0.56 | 1.79 | -- | ||||||||||||||
| 84P04471 | 134-153 | C3 | S | 4.5 | 65 | 28 | 2.6 | 0.58 | ||||||||||||||||
| Andic Soil Properties Tier 2 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | |||
| CO3 | Al+ | 8*Si | Optical | KCl | NH4OAC | Sum | (- Base Sat -) | |||||||||||||||
| pH | pH | Org | Tot | as | NZ | ½Fe | 8*Si | 2*Fe | +2*Fe | Density | Extr | Sum | Bases+ | NH4OAC | Sum of | Melanic | (- Atterberg -) | |||||
| Depth | H2O | NaF | C | C | CaCO3 | P Ret | Oxal | Oxal | Oxal | Oxal | Oxal | Al | Bases | Extr Al | pH 7.0 | Cations | Index | LL | PI | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - % wt - - - - - - - - - - - - - - - - - -) | cmol(+) kg-1 | (- meq 100g-1 -) | (- - - - % - - - - -) | ( % <0.4mm ) | ||||||||||||||
| 4C1a2a | 6A1c | 6S4 | 8J | 6G9a | 4F | |||||||||||||||||
| 84P04462 | 1-0 | Oi | S | 4.7 | 27.21 | 31 | 0.24 | |||||||||||||||
| 84P04463 | 0-3 | A | S | 4.0 | 10.78 | 30 | 0.18 | 0.15 | 1.7 | |||||||||||||
| 84P04464 | 3-6 | E | S | 3.9 | 1.99 | 30 | 0.10 | 0.06 | 1.8 | |||||||||||||
| 84P04465 | 6-18 | Bhs | S | 4.5 | 3.15 | 75 | 1.65 | 0.75 | 4.7 | |||||||||||||
| 84P04466 | 18-40 | Bs1 | S | 4.9 | 1.90 | 72 | 1.06 | 0.37 | 2.7 | NP | ||||||||||||
| 84P04467 | 40-59 | Bs2 | S | 5.0 | 1.47 | 67 | 0.89 | 0.21 | 1.7 | |||||||||||||
| 84P04468 | 59-75 | BC | S | 5.0 | 0.92 | 57 | 0.69 | 0.16 | 1.2 | |||||||||||||
| 84P04469 | 75-112 | C1 | S | 5.0 | 0.59 | 46 | 0.41 | 0.10 | 1.0 | NP | ||||||||||||
| 84P04470 | 112-134 | C2 | S | 5.0 | 0.28 | 35 | 0.20 | 0.04 | 0.5 | |||||||||||||
| 84P04471 | 134-153 | C3 | S | 5.0 | 0.20 | 38 | 0.23 | 0.04 | 0.6 | |||||||||||||