*** Andic Soil Properties Data *** |
Pedon ID: 84WA049001 | ( Pacific, Washington ) | Print Date: Nov 24 2024 6:18AM |
Sampled as on Aug 30, 1984: | Boistfort ; Medial Andic Dystrochrepts |
Revised to correlated on Apr 1, 1992: | (unnamed) ; Medial, mesic Andic Dystrochrept |
United States Department of Agriculture | ||||
SSL | - | Project | CP84WA245 COWLITZ COUNTY | Natural Resources Conservation Service |
- | Site ID | S1984WA049001 Lat: 46° 4329.99" north Long: 123° 2930.01" west MLRA: 1 | National Soil Survey Center | |
- | Pedon No. | 84P0906 | 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 | |||||||||||||||||||||
84P05102 | 7-0 | Oa | S | 75.7 | ||||||||||||||||||||
84P05103 | 0-10 | A1 | S | 25.8 | 10 | 1 | 25.9 | 1.00 | 0.56 | 0.082 | ||||||||||||||
84P05104 | 10-39 | A2 | S | 35.9 | 12 | 1 | 25.8 | 0.72 | 0.77 | 0.060 | ||||||||||||||
84P05105 | 39-56 | AB | S | 22.3 | 11 | 2 | 23.0 | 1.03 | ||||||||||||||||
84P05106 | 56-79 | BA | S | 24.6 | 11 | 1 | 22.0 | 0.89 | 1.22 | 0.021 | ||||||||||||||
84P05107 | 79-103 | Bw1 | S | 35.7 | 27 | 12 | 21.7 | 0.61 | ||||||||||||||||
84P05108 | 103-122 | Bw2 | S | 36.1 | 28 | 8 | 22.2 | 0.61 | 1.11 | 0.022 | ||||||||||||||
84P05109 | 122-141 | Bw3 | S | 32.1 | 28 | 6 | 21.2 | 0.66 | ||||||||||||||||
84P05110 | 141-150 | BC | S | 32.6 | 28 | 11 | 22.1 | 0.68 | ||||||||||||||||
84P05111 | 150-168 | Cr | GP | 18.7 | 1.17 |
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 | 4C1a1a1 | 6A1c | 6A2d | 6S4 | 8J | 6G9a | 4F1 | 4F | ||||||||||||||
84P05102 | 7-0 | Oa | S | 4.1 | 46.66 | 35.78 | 0.20 | |||||||||||||||
84P05103 | 0-10 | A1 | S | 4.6 | 10.1 | 9.01 | 9.71 | 95 | 1.86 | 0.45 | 10.9 | |||||||||||
84P05104 | 10-39 | A2 | S | 4.6 | 10.2 | 9.06 | 9.19 | 96 | 1.98 | 0.49 | 10.2 | 61 | 8 | |||||||||
84P05105 | 39-56 | AB | S | 4.8 | 11.0 | 4.12 | 4.68 | 100 | 2.22 | 0.36 | 4.9 | |||||||||||
84P05106 | 56-79 | BA | S | 5.0 | 10.7 | 2.29 | 2.54 | 100 | 1.76 | 0.16 | 4.4 | 45 | 8 | |||||||||
84P05107 | 79-103 | Bw1 | S | 5.2 | 10.2 | 0.81 | 0.88 | 100 | 1.31 | 0.07 | 5.5 | |||||||||||
84P05108 | 103-122 | Bw2 | S | 5.2 | 10.0 | 0.55 | 0.93 | 100 | 1.30 | 0.06 | 6.5 | 45 | 7 | |||||||||
84P05109 | 122-141 | Bw3 | S | 5.2 | 10.1 | 0.65 | 0.73 | 100 | 1.33 | 0.07 | 5.7 | |||||||||||
84P05110 | 141-150 | BC | S | 5.2 | 10.0 | 0.50 | 0.64 | 100 | 1.23 | 0.06 | 6.5 | |||||||||||
84P05111 | 150-168 | Cr | GP | 5.3 | 9.9 | 0.27 | 0.28 | 75 | 0.04 | 8.3 |