*** Supplementary Characterization Data *** |
Pedon ID: S2008OR071002 | ( Yamhill, Oregon ) | Print Date: Nov 23 2024 8:16PM |
Sampled as on Oct 7, 2008: | Cove ; Fine, smectitic, mesic Vertic Endoaquoll |
Revised to correlated: | Cove ; Fine, smectitic, mesic Vertic Endoaquolls |
United States Department of Agriculture | ||||
SSL | - | Project | C2009USOR082 Willamette Valley | Natural Resources Conservation Service |
- | Site ID | 08-DRJ-06 Lat: 45° 8' 50.30" north Long: 123° 14' 41.30" west MLRA: 2 | National Soil Survey Center | |
- | Pedon No. | 09N0803 | 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 | |||||||||||||||||||||||||||
09N02697 | 0-13 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 70 | 52 | 100 | 100 | 100 | 99 | 98 | tr | 0.002 | tr | 9.6 | 0.6 | ||
09N02698 | 13-27 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 71 | 54 | 100 | 100 | 100 | 99 | 98 | tr | 0.002 | tr | 9.0 | 0.6 | ||
09N02699 | 27-60 | Bwg1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 98 | 98 | 75 | 60 | 100 | 100 | 100 | 99 | 98 | tr | 0.001 | tr | 82 | 45 | 6.9 | 0.7 |
09N02700 | 60-113 | Bwg2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 81 | 69 | 100 | 100 | 100 | 100 | 100 | tr | 0.001 | tr | 5.3 | 0.7 | ||
09N02701 | 113-152 | Cg | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 74 | 60 | 100 | 100 | 100 | 99 | 99 | tr | 0.001 | tr | 7.0 | 0.7 |
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 | |||||||||||||||||||||||||||||
09N02697 | 0-13 | Ap | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.20 | 1.45 | 1.62 | 1.75 | 1.20 | 1.29 | 1.45 | 1.62 | 1.75 | 1.21 | 1.21 | |||||
09N02698 | 13-27 | A | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.22 | 1.49 | 1.63 | 1.76 | 1.22 | 1.29 | 1.49 | 1.64 | 1.76 | 1.17 | 1.17 | |||||
09N02699 | 27-60 | Bwg1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.06 | 1.59 | 1.56 | 1.66 | 1.06 | 1.28 | 1.59 | 1.56 | 1.66 | 1.50 | 1.50 | |||||
09N02700 | 60-113 | Bwg2 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.04 | 1.76 | 1.57 | 1.65 | 1.04 | 1.28 | 1.76 | 1.57 | 1.65 | 1.55 | 1.55 | |||||
09N02701 | 113-152 | Cg | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.03 | 1.69 | 1.53 | 1.64 | 1.03 | 1.34 | 1.69 | 1.53 | 1.64 | 1.57 | 1.57 |
*** Supplementary Characterization Data *** |
Pedon ID: S2008OR071002 | ( Yamhill, Oregon ) | Print Date: Nov 23 2024 8:16PM |
Sampled As | : | Cove | Fine, smectitic, mesic Vertic Endoaquoll | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 09N0803 |
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---) | |||||||||||||||
09N02697 | 0-13 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 21 | 24 | 13 | 42 | 10 | 1.20 | 0.48 | 0.124 | 2.4 | 6.5 | 2.4 | 6.5 | 0.11 | 0.11 | ||
09N02698 | 13-27 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 21 | 25 | 13 | 41 | 9 | 1.17 | 0.50 | 0.128 | 2.1 | 6.9 | 1.9 | 6.9 | 0.09 | 0.09 | ||
09N02699 | 27-60 | Bwg1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 15 | 24 | 10 | 50 | 11 | 1.16 | 0.53 | 0.242 | 6.2 | 14.5 | 6.5 | 14.5 | 0.16 | 0.16 | ||
09N02700 | 60-113 | Bwg2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | tr | 12 | 27 | 8 | 53 | 11 | 1.12 | 0.54 | 0.277 | 7.2 | 19.2 | 7.2 | 19.2 | 0.14 | 0.14 | ||
09N02701 | 113-152 | Cg | S | -- | -- | -- | -- | -- | -- | -- | 100 | 1 | 15 | 23 | 11 | 50 | 19 | 0.51 | 0.300 | 9.2 | 17.9 | 9.2 | 17.9 | 0.19 | 0.19 |
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 | |||||||||||||||||||||||||
09N02697 | 0-13 | Ap | S | -- | -- | -- | 4 | 96 | 110 | -- | -- | 1 | 1 | 2 | 3 | 93 | 110 | sic | 1.9 | 45.8 | 52.3 | 5.0 | ||||
09N02698 | 13-27 | A | S | -- | -- | -- | 4 | 96 | 116 | -- | -- | 1 | 2 | 2 | tr | 96 | 116 | sic | 1.7 | 44.6 | 53.7 | 5.1 | ||||
09N02699 | 27-60 | Bwg1 | S | -- | -- | -- | 5 | 95 | 149 | -- | tr | -- | 2 | 2 | tr | 94 | 149 | c | 2.1 | 38.0 | 59.9 | 5.9 | ||||
09N02700 | 60-113 | Bwg2 | S | -- | -- | -- | 1 | 99 | 226 | -- | -- | -- | tr | tr | 1 | 99 | 226 | c | 0.2 | 30.5 | 69.3 | 6.4 | ||||
09N02701 | 113-152 | Cg | S | -- | -- | -- | 3 | 97 | 148 | -- | tr | tr | 1 | 1 | 4 | 92 | 148 | c | 1.3 | 39.1 | 59.6 | 7.4 |