*** Supplementary Characterization Data *** |
Pedon ID: 89WA017019 | ( Douglas, Washington ) | Print Date: Nov 21 2024 1:40PM |
Sampled as on Sep 1, 1989: | Lorena ; Fine-loamy, mixed, mesic Ultic Argixeroll |
Revised to correlated: | Lorena ; Fine-loamy, mixed, superactive, mesic Vitrandic Argixerolls |
United States Department of Agriculture | ||||
SSL | - | Project | RP89WA057 FSA DOUGLAS COUNTY | Natural Resources Conservation Service |
- | Site ID | S1989WA017019 Lat: 47° 32' 36.99" north Long: 120° 9' 59.99" west MLRA: 8 | National Soil Survey Center | |
- | Pedon No. | 89P0222 | 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 | ||||||||||||||||||||||
89P01292 | 0-15 | Ap | N | l | 34.4 | 43.1 | 22.4 | 5.4 | ||||||||||||||||||
89P01293 | 15-33 | AB | N | l | 37.7 | 40.4 | 21.9 | 6.2 | ||||||||||||||||||
89P01294 | 33-56 | Bt1 | N | cl | 33.6 | 32.9 | 33.5 | 7.0 | ||||||||||||||||||
89P01295 | 56-66 | Bt2 | N | fsl | 54.6 | 26.6 | 18.8 | 6.9 |