| *** Taxonomy Characterization Data *** |
| Pedon ID: S1969WA065002 | ( Stevens, Washington ) | Print Date: Mar 13 2025 5:39PM |
| Sampled as on May 31, 1969: | STEVENS ; Ashy over loamy, mixed, mesic Mollic Vitrandepts |
| Revised to correlated on Jul 18, 2016: | Stevens ; Coarse-loamy, mixed, superactive, mesic Vitrandic Haploxerolls |
| United States Department of Agriculture | ||||
| SSL | - | Project | NL69WA009 NE WASHINGTON | Natural Resources Conservation Service |
| - | Site ID | S1969WA065002 Lat: 48° 47' 12.47" north Long: 118° 5' 53.05" west MLRA: 43A | National Soil Survey Center | |
| - | Pedon No. | 69C0035 | Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| Taxonomy Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | |||
| Fine | CaCO3 | 1500 | .1-75 | Bulk | Cole | Vol | Resist | ||||||
| Clay | Clay | Clay | kPa | Clay | mm | Den | Whole | % of | Min | ||||
| Depth | <.002 | <.0002 | <.002 | /Clay | Est | Frac | 33 kPa | Soil | Whole | % | |||
| Layer | (cm) | Horz | Prep | (---------% of <2 mm-------) | (-------- % --------) | g cm-3 | cm cm-1 | ||||||
| 3A1a1a | 4A1d | ||||||||||||
| 69C00213 | 0-20 | Ap | S | 14.0 | 1.12 | ||||||||
| 69C00214 | 20-40 | A | S | 14.0 | |||||||||
| 69C00215 | 40-63 | 2B1 | S | 15.1 | 1.44 | ||||||||
| 69C00216 | 63-84 | 2B2 | S | 19.5 | |||||||||
| 69C00217 | 84-96 | 3C1 | S | 17.9 | |||||||||
| 69C00218 | 96-113 | 3C2 | S | 18.6 | 1.68 | ||||||||
| Taxonomy Tier 2 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | |||
| pH | pH | Org | Tot | Al+½ Fe | CO3 as | (--- Base Sat ---) | NZ | ECEC | CEC7 | ECEC | Al | ||||||||
| Depth | H2O | NaF | C | C | Oxal | ODOE | CaCO3 | NH4 | Bases | P Ret | cmol(+) | /Clay | /Clay | Sat | E C | ESP | |||
| Layer | (cm) | Horz | Prep | (------------------------------------------ % --------------------------------------------) | kg -1 | % | dS m-1 | % | |||||||||||
| 8C1a | 6A1a | ||||||||||||||||||
| 69C00213 | 0-20 | Ap | S | 5.7 | 5.88 | ||||||||||||||
| 69C00214 | 20-40 | A | S | 6.0 | 3.88 | ||||||||||||||
| 69C00215 | 40-63 | 2B1 | S | 6.3 | 0.53 | ||||||||||||||
| 69C00216 | 63-84 | 2B2 | S | 6.4 | 0.49 | ||||||||||||||
| 69C00217 | 84-96 | 3C1 | S | 6.7 | 0.32 | ||||||||||||||
| 69C00218 | 96-113 | 3C2 | S | 6.8 | 0.22 | ||||||||||||||
| Pedon Calculations | |||
| Calculation Name | Result | Units of Measure | |
| Clay, total, Weighted Average | 17 | % wt | |
| Weighted averages based on control section: 25-100 cm | |||