*** Supplementary Characterization Data *** |
Pedon ID: 89WA017008 | ( Douglas, Washington ) | Print Date: Jan 26 2025 12:33PM |
Sampled as on Sep 1, 1989: | Magallon ; Sandy, mixed, mesic Aridic Haploxeroll |
Revised to correlated: | Sanbee ; Ashy over sandy or sandy-skeletal, mixed, superactive, mesic Vitrixerandic Haplocambids |
United States Department of Agriculture | ||||
SSL | - | Project | RP89WA057 FSA DOUGLAS COUNTY | Natural Resources Conservation Service |
- | Site ID | S1989WA017008 Lat: 47° 45' 0.00" north Long: 119° 37' 18.00" west | National Soil Survey Center | |
- | Pedon No. | 89P0211 | Soil Survey Laboratory | |
- | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 |
Tier 4 | -76- | -77- | -78- | -79- | -80- | -81- | -82- | -83- | -84- | -85- | -86- | -87- | -88- | -89- | -90- | -91- | -92- | -93- | -94- | -95- | -96- | -97- | -98- | |||
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -) | Text | PSDA (mm) | pH | Elect. | Part- | |||||||||||||||||||||
(--------------- Whole Soil ---------------) | (------------------- <2 mm Fraction -------------------) | -ure | Sand | Silt | Clay | Ca | Res- | Con- | -icle | |||||||||||||||||
>2 | 75 | 20 | 2- | .05- | < | (------------- Sands -------------) | (--- Silts ---) | Cl | by | 2- | .05- | < | Cl2 | ist. | duct | Den- | ||||||||||
Depth | -20 | -2 | .05 | .002 | .002 | VC | C | M | F | VF | C | F | ay | PSDA | .05 | .002 | .002 | .01M | ohms | dS m-1 | sity | |||||
Layer | (cm) | Horz | Prep | (- % of >2 mm Sand and Silt -) | (------------------% of Sand and Silt -------------) | <2 mm | (---- % of 2 mm ----) | (-------- <2 mm --------) | g cm-3 | |||||||||||||||||
3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 4C1a2a | ||||||||||||||||||||||
89P01254 | 0-15 | Ap | N | ls | 77.0 | 20.3 | 2.7 | 5.6 | ||||||||||||||||||
89P01255 | 15-28 | A | N | lcos | 81.2 | 16.1 | 2.7 | 6.3 | ||||||||||||||||||
89P01256 | 28-58 | Bw | N | fsl | 59.2 | 38.3 | 2.5 | 6.6 | ||||||||||||||||||
89P01257 | 58-86 | C1 | N | sl | 70.3 | 27.9 | 1.8 | 7.7 | ||||||||||||||||||
89P01258 | 86-119 | C2 | N | ls | 79.3 | 19.6 | 1.1 | 7.9 |