| *** Primary Characterization Data *** |
| Pedon ID: S1966OR035002 | ( Klamath, Oregon ) | Print Date: Nov 24 2024 3:12AM |
| Sampled as on May 14, 1966: | POKEGEMA |
| Revised to correlated: | Pokegema ; Clayey-skeletal, halloysitic Mollic Cryoboralfs |
| United States Department of Agriculture | ||||
| SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
| - | Site ID | S1966OR035002 Lat: 42° 7' 20.00" north Long: 122° 5' 47.99" west | Riverside Soil Survey Laboratory | |
| - | Pedon No. | 40A0837 | Soil Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Riverside, California | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| 40A06330 | O | O1 | 1-0 | |||||
| 40A06331 | A1 | A1 | 0-5 | |||||
| 40A06332 | A2 | A3 | 5-18 | |||||
| 40A06333 | B | B1 | 18-46 | |||||
| 40A06334 | 2B1 | 2B2 7 | 46-63 | |||||
| 40A06335 | 2B2 | 2B3 | 63-89 | 66268 | ||||
| 40A06336 | 2R | 2R | 89 | |||||
| Pedon Calculations | |||
| Calculation Name | Result | Units of Measure | |
| Volume, >2mm, Weighted Average | 8 | % vol | |
| Weighted averages based on control section: 18-69 cm | |||
| PSDA & Rock Fragments | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
| (- - - - - Total - - - - - -) | (- - Clay - - -) | (- - - - Silt - - - - -) | (- - - - - - - - - - - - Sand - - - - - - - - - - - -) | ( Rock Fragments (mm) ) | |||||||||||||||||
| Lab | Clay | Silt | Sand | Fine | CO3 | Fine | Coarse | VF | F | M | C | VC | (- - - - - - - - Weight - - - - - - - -) | >2 mm | |||||||
| Text- | < | .002 | .05 | < | < | .002 | .02 | .05 | .10 | .25 | .5 | 1 | 2 | 5 | 20 | .1- | wt % | ||||
| Depth | ure | .002 | -.05 | -2 | .0002 | .002 | -.02 | -.05 | -.10 | -.25 | -.50 | -1 | -2 | -5 | -20 | -75 | 75 | whole | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - % of <75mm - - - - - -) | soil | |||||||||||||||
| 3B1 | 3B1 | 3B1 | |||||||||||||||||||
| 40A06330 | 1-0 | O | S | -- | -- | -- | |||||||||||||||
| 40A06331 | 0-5 | A1 | S | -- | -- | -- | |||||||||||||||
| 40A06332 | 5-18 | A2 | S | -- | -- | -- | |||||||||||||||
| 40A06333 | 18-46 | B | S | -- | -- | -- | |||||||||||||||
| 40A06334 | 46-63 | 2B1 | S | -- | -- | -- | |||||||||||||||
| 40A06335 | 63-89 | 2B2 | S | 15 | 9 | 11 | |||||||||||||||
| 40A06336 | 89 | 2R | S | -- | -- | -- | |||||||||||||||
| *** Primary Characterization Data *** |
| Pedon ID: S1966OR035002 | ( Klamath, Oregon ) | Print Date: Nov 24 2024 3:12AM |
| Sampled As | : | POKEGEMA | |||
| USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A0837 | |||
| CEC & Bases | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
| (- - - - - - NH4OAC Extractable Bases - - - - -) | CEC8 | CEC7 | ECEC | (- - - - Base - - - -) | |||||||||||||
| Sum | Acid- | Extr | KCl | Sum | NH4 | Bases | Al | (- Saturation -) | |||||||||
| Depth | Ca | Mg | Na | K | Bases | ity | Al | Mn | Cats | OAC | +Al | Sat | Sum | NH4OAC | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - cmol(+) kg-1 - - - - - - - - - - - - - - - - - - -) | mg kg-1 | (- - - - cmol(+) kg-1 - - -) | (- - - - - - - - % - - - - - - - -) | ||||||||||
| 6N2a | 6O2a | 6P2a | 6Q2a | 6H2a | 5A1a | ||||||||||||
| 40A06335 | 63-89 | 2B2 | S | 6.7 | 1.6 | 0.4 | 0.9 | 12.3 | 26.3 | ||||||||
| pH & Carbonates | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | |||
| (- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -) | (- - Carbonate - -) | (- - Gypsum - - -) | ||||||||||||
| CaCl2 | As CaCO3 | As CaSO4*2H2O | Resist | |||||||||||
| Depth | 0.01M | H2O | Sat | <2mm | <20mm | <2mm | <20mm | ohms | ||||||
| Layer | (cm) | Horz | Prep | KCl | 1:2 | 1:1 | Paste | Oxid | NaF | (- - - - - - - - - - - - % - - - - - - - - - - -) | cm-1 | |||
| NK | ||||||||||||||
| 40A06335 | 63-89 | 2B2 | S | 7.9 | ||||||||||