Profile Number: 51 Series: SOIL FROM ANDESITE COLLUVIUM Location: NE CORNER OF WS 1, H.J. ANDREWS E.F. Classification: TYPIC DYSTROCHREPTS, FINE-LOAMY, MIXED, FRIGID Slope: 50 % Aspect: S Elevation: 3050 ft. Landform: SMOOTH SLOPE Drainage: WELL DRAINED Parent Mat.: ANDESITE COLLUVIUM Vegetation: CLEARCUT Description: DYRNESS- SAMPLED PROFILE 51 6-7-66 (Physical and chemical data listed below profile description) O1 1.5 - 0 in. L and F layers. A1 0 - 10 in. Dark yellowish brown (10YR3/4) when moist gravelly clay loam; strong, medium granular structure; firm when moist, slightly sticky and slightly plastic when wet; 35% fine gravel, some shot; clear and smooth boundary. AC 10 - 26 in. Brown (7.5YR4/4) when moist clay loam; weak, medium subangular blocky structure; very friable when moist, slightly sticky and slightly plastic and smeary when wet; 20% gravel and cobbles, common pumice, occasional charcoal; clear and wavy boundary. C 26 - 67+ in. Dark yellowish brown (10YR4/4) when moist stony silt loam; massive structure; friable when moist, sticky and slightly plastic when wet; 25% andesite and breccia, abundant pumice and charcoal. Physical Profile Data ----------------------------------------------------------------------------------------- Horizon Depth Density Sand Silt Clay Percolation Moisture Tension (% H2O, dry wt.) (in) (g/cc) (%) (%) (%) (in/hr) 1/3 atm 1 atm 5 atm 15 atm ----------------------------------------------------------------------------------------- A1 0 - 10 41.3 30.8 27.9 AC 10 - 26 27.5 41.2 31.3 C 26 - 67+ 18.2 73.8 8.0 ----------------------------------------------------------------------------------------- Chemical Profile Data ----------------------------------------------------------------------------------------- Horizon Depth Ph O.M. Total N P CEC K Ca Mg Na Base Sat. (in) (%) (%) (ppm) -------------- meq/100g ----------------- ----------------------------------------------------------------------------------------- A1 0 - 10 6.4 5.63 AC 10 - 26 6.8 2.35 C 26 - 67+ 6.8 0.74 -----------------------------------------------------------------------------------------