*** Supplementary Characterization Data *** |
Pedon ID: 89WA017007 | ( Douglas, Washington ) | Print Date: Nov 12 2024 3:34AM |
Sampled as on Aug 1, 1989: | Bagdad ; Coarse-silty, mixed, mesic Calcic Argixeroll |
Revised to correlated: | Bagdad ; Coarse-silty, mixed, superactive, mesic Calcic Argixerolls |
United States Department of Agriculture | ||||
SSL | - | Project | RP89WA057 FSA DOUGLAS COUNTY | Natural Resources Conservation Service |
- | Site ID | S1989WA017007 Lat: 47° 28' 50.00" north Long: 120° 10' 42.01" west MLRA: 8 | National Soil Survey Center | |
- | Pedon No. | 89P0210 | 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 | ||||||||||||||||||||||
89P01250 | 0-20 | Ap | N | sil | 37.6 | 53.0 | 9.4 | 5.0 | ||||||||||||||||||
89P01251 | 20-33 | AB | N | sil | 35.5 | 56.8 | 7.7 | 5.6 | ||||||||||||||||||
89P01252 | 33-64 | Bt1 | N | sil | 31.3 | 57.6 | 11.1 | 6.4 | ||||||||||||||||||
89P01253 | 64-107 | Bt2 | N | sil | 23.1 | 60.4 | 16.5 | 6.9 |