Profile Number: 69 Series: BLUE RIVER Location: NW1/4,NE1/4,SEC.14(15S,5E)22M NE SWCOR.RS 11, H.J. ANDREWS E.F. Classification: ANDIC DYSTROCHREPTS, MEDIAL-SKEL, FRIGID Slope: 37 % Aspect: NE Elevation: 3214 ft. Landform: UNEVEN SLOPE Drainage: WELL DRAINED Parent Mat.: ALLUVIUM-COLLUVIUM FROM BASIC IGNEOUS ROCKS AND VOLCANIC ASH Vegetation: PSME/ACCI/BENE ASSOCIATION Description: BROWN- SOIL EF1 IN THESIS 8-72 (Physical and chemical data listed below profile description) O11 2 - 1.5 in. Needles, twigs, cones, etc. (L). O12 1.5 - 0 in. Partly decomposed needles, twigs, etc. (F). A1 0 - 5 in. Dark brown (10YR3/3) when dry, very dark brown (10YR2/2) when moist gravelly loam; weak, very fine to fine granular structure; very friable when moist, slightly sticky and slightly plastic when wet; 25% gravel, few pumice gravel, abundant charcoal; clear and wavy boundary. B1 5 - 12 in. Dark yellowish brown (10YR4/4) when dry, dark brown (7.5YR3/2) when moist gravelly loam; weak, very fine to fine granular structure; very friable when moist, slightly sticky and slightly plastic when wet; 25% gravel, few pumice gravel, few charcoal; gradual and wavy boundary. B2 12 - 24 in. Dark yellowish brown (10YR4/4) when dry, dark brown (7.5YR3/2) when moist gravelly loam; weak, very fine subangular blocky breaking to granular structure; very friable when moist, slightly sticky and slightly plastic when wet; 30% gravel and cobbles, common pumice grains; gradual and wavy boundary. B3 24 - 36 in. Dark yellowish brown (10YR4/4) when dry, with matrix of dark brown (7.5YR3/2) and mottles of dark brown (10YR3/3) and dark reddish brown (5YR3/4) when moist gravelly loam; weak, very fine granular structure; very friable when moist, slightly sticky and slightly plastic when wet; 45% gravel and cobbles,common pumice,few charcoal; gradual and smooth boundary. 2C 36 - 48+ in. Dark yellowish brown (10YR4/4) when dry, with matrix of dark brown (7.5YR3/2) and mottles of dark brown (10YR3/3) and dark reddish brown (5YR3/4) when moist very gravelly loam; massive structure; very friable when moist, slightly sticky and slightly plastic when wet; 60% gravel and cobbles, common pumice grains. 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 - 5 0.8 57.8 35.4 6.8 B1 5 - 12 0.9 62.5 32.6 4.9 B2 12 - 24 0.9 60.4 35.5 4.1 B3 24 - 36 0.9 62.6 33.7 3.7 2C 36 - 48+ 0.9 63.4 33.5 3.1 ----------------------------------------------------------------------------------------- Chemical Profile Data ----------------------------------------------------------------------------------------- Horizon Depth Ph O.M. Total N P CEC K Ca Mg Na Base Sat. (in) (%) (%) (ppm) -------------- meq/100g ----------------- ----------------------------------------------------------------------------------------- A1 0 - 5 5.7 5.2 0.23 4.6 21.2 0.5 5.5 0.5 0.2 24 B1 5 - 12 5.7 3.4 0.13 5.5 20.0 0.3 0.1 0.1 0.2 4 B2 12 - 24 5.4 1.9 0.13 1.9 20.1 0.4 1.6 0.6 0.3 12 B3 24 - 36 5.4 2.2 0.10 1.7 27.3 0.5 2.1 0.7 0.3 12 2C 36 - 48+ 5.2 0.9 0.04 4.1 26.6 0.4 4.0 2.2 0.4 21 -----------------------------------------------------------------------------------------