| *** Supplementary Characterization Data *** |
| Pedon ID: S2005OR071005 | ( Yamhill, Oregon ) | Print Date: Nov 21 2024 1:12PM |
| Sampled as on Jun 19, 2005: | Dixonville ; Fine, mixed, superactive, mesic Pachic Ultic Argixerolls |
| Revised to : |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2006USOR038 Willamette Valley | Natural Resources Conservation Service |
| - | Site ID | 05-DRJ-06 Lat: 45° 10' 54.29" north Long: 123° 17' 1.32" west MLRA: 2 | National Soil Survey Center | |
| - | Pedon No. | 06N0233 | Kellogg Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | -20- | -21- | -22- | -23- | -24- | -25- | |||
| (- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -) | (- - - - - Cumulative Curve Fractions - - - - -) (<75mm) | ( Atter- ) | ( Gradation ) | |||||||||||||||||||||||||
| Percentage Passing Sieve | USDA Less Than Diameters (mm) at | berg | Uni- | Cur- | ||||||||||||||||||||||||
| Depth | 3 | 2 | 3/2 | 1 | 3/4 | 3/8 | 4 | 10 | 40 | 200 | 20 | 5 | 2 | 1. | .5 | .25 | .10 | .05 | 60 | 50 | 10 | LL | PI | fmty | vtur | |||
| Layer | (cm) | Horz | Prep | (-------------------Inches-------------------) | (---------Number---------) | (------Microns----) | (---------Millimeter----------) | (-----Percentile---) | (----%----) | CU | CC | |||||||||||||||||
| 3H | 3H | |||||||||||||||||||||||||||
| 06N00873 | 0-23 | A1 | S | 100 | 100 | 100 | 100 | 100 | 92 | 83 | 83 | 81 | 65 | 52 | 38 | 28 | 83 | 82 | 78 | 68 | 61 | 0.05 | 0.016 | tr | >100 | 0.3 | ||
| 06N00874 | 23-44 | A2 | S | 100 | 100 | 100 | 100 | 100 | 83 | 65 | 65 | 63 | 49 | 41 | 30 | 23 | 65 | 64 | 60 | 51 | 46 | 0.26 | 0.089 | 0.001 | >100 | 0.2 | ||
| 06N00875 | 44-64 | Bt | S | 100 | 100 | 100 | 100 | 100 | 75 | 50 | 50 | 45 | 28 | 24 | 18 | 14 | 50 | 48 | 39 | 30 | 26 | 6.21 | 4.700 | 0.001 | 59 | 25 | >100 | 1.3 |
| Tier 2 | -26- | -27- | -28- | -29- | -30- | -31- | -32- | -33- | -34- | -35- | -36- | -37- | -38- | -39- | -40- | -41- | -42- | -43- | -44- | -45- | -46- | -47- | -48- | -49- | -50- | |||||
| (- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -) | (- - Void - -) | ||||||||||||||||||||||||||||
| Whole Soil (mm) | <75 mm Fraction | Whole Soil | <2 mm Fraction | Ratios | ||||||||||||||||||||||||||
| >2 | 250 | 250 | 75 | 75 | 20 | 5 | 75 | 75 | 20 | 5 | Soil Sur | Engineering | Soil Survey | Engineering | At 33 kPa | |||||||||||||||
| Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | -2 | -20 | -5 | -2 | <2 | 33 | Oven | Moist | Satur | 33 | 1500 | Oven | Moist | Satur | Whole | <2 | |||||||
| Layer | (cm) | Horz | Prep | (------------------- % of Whole Soil ------------------) | (--------- % of <75 mm ---------) | kPa | -dry | -ated | kPa | kPa | -dry | -ated | Soil | mm | ||||||||||||||||
| DbWR1 | DbWR1 | |||||||||||||||||||||||||||||
| 06N00873 | 0-23 | A1 | S | 17 | 17 | -- | 17 | tr | 83 | 17 | -- | 17 | tr | 83 | 1.19 | 1.52 | 1.55 | 1.74 | 1.07 | 1.14 | 1.40 | 1.45 | 1.67 | 1.23 | 1.48 | |||||
| 06N00874 | 23-44 | A2 | S | 35 | 35 | tr | 35 | tr | 65 | 35 | tr | 35 | tr | 65 | 1.37 | 1.74 | 1.73 | 1.85 | 1.08 | 1.22 | 1.46 | 1.52 | 1.67 | 0.93 | 1.45 | |||||
| 06N00875 | 44-64 | Bt | S | 50 | 50 | -- | 50 | tr | 50 | 50 | -- | 50 | tr | 50 | 1.53 | 1.86 | 1.87 | 1.95 | 1.08 | 1.21 | 1.43 | 1.55 | 1.67 | 0.73 | 1.45 | |||||
| Tier 3 | -51- | -52- | -53- | -54- | -55- | -56- | -57- | -58- | -59- | -60- | -61- | -62- | -63- | -64- | -65- | -66- | -67- | -68- | -69- | -70- | -71- | -72- | -73- | -74- | -75- | |||
| (- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -) | C | (- - - - - - - Ratios To Clay - - - - - -) | (- - Linear Extensiblity - -) | (- - WRD - -) | ||||||||||||||||||||||||
| Whole Soil (mm) At 33 kPa | /N | <2 mm Fraction | Whole Soil | <2 mm | Whole | <2 | ||||||||||||||||||||||
| >2 | 250 | 250 | 75 | 75 | 20 | 5 | 2- | .05- | LT | Pores | Rat | Fine | CEC | 1500 | LEP | 33 kPa | to % | Soil | mm | |||||||||
| Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | .05 | .002 | .002 | D | F | -io | Clay | Sum | NH4- | kPa | 33 | 1500 | Oven | 1500 | Oven | ||||||
| Layer | (cm) | Horz | Prep | (----------------------------- % of Whole Soil ---------------------------) | Cats | OAC | H2O | kPa | kPa | -dry | kPa | -dry | (---in3/in3---) | |||||||||||||||
| 06N00873 | 0-23 | A1 | S | 8 | -- | -- | 8 | -- | 8 | tr | 92 | 10 | 15 | 13 | 19 | 36 | 13 | 0.19 | 2.63 | 0.88 | 0.279 | 1.9 | 8.5 | 2.1 | 9.4 | 0.06 | 0.07 | |
| 06N00874 | 23-44 | A2 | S | 19 | -- | -- | 18 | tr | 18 | tr | 81 | 10 | 12 | 12 | 12 | 36 | 15 | 0.18 | 2.65 | 0.80 | 0.299 | 3.3 | 8.3 | 4.1 | 10.6 | 0.11 | 0.13 | |
| 06N00875 | 44-64 | Bt | S | 29 | -- | -- | 29 | -- | 29 | tr | 71 | 14 | 7 | 8 | 8 | 34 | 12 | 0.16 | 3.83 | 1.09 | 0.360 | 2.5 | 6.7 | 3.9 | 9.8 | 0.10 | 0.15 | |
| *** Supplementary Characterization Data *** |
| Pedon ID: S2005OR071005 | ( Yamhill, Oregon ) | Print Date: Nov 21 2024 1:12PM |
| Sampled As | : | Dixonville | Fine, mixed, superactive, mesic Pachic Ultic Argixerolls | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 06N0233 | |||
| 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 | 4C1a2a | |||||||||||||||||||||||||
| 06N00873 | 0-23 | A1 | S | 24 | 24 | 24 | 31 | 46 | 39 | tr | 2 | 7 | 18 | 14 | 16 | 44 | 51 | cl | 26.7 | 39.6 | 33.7 | 5.4 | ||||
| 06N00874 | 23-44 | A2 | S | 46 | 46 | 46 | 25 | 30 | 30 | tr | 2 | 11 | 22 | 11 | 11 | 44 | 55 | cl | 29.0 | 35.5 | 35.5 | 5.4 | ||||
| 06N00875 | 44-64 | Bt | S | 58 | 58 | 58 | 28 | 14 | 16 | tr | 6 | 23 | 24 | 12 | 5 | 29 | 37 | scl | 48.2 | 24.6 | 27.2 | 5.6 | ||||