*** Supplementary Characterization Data *** |
Pedon ID: 03WA037001 | ( Kittitas, Washington ) | Print Date: Feb 16 2025 5:27AM |
Sampled as on Jul 15, 2003: | KANER |
Revised to correlated: | KANER ; Ashy-skeletal, amorphic Humic Vitricryands |
United States Department of Agriculture | ||||
SSL | - | Project | R2003USWA160 SASSIE RIDGE - SCAN SITE | Natural Resources Conservation Service |
- | Site ID | 03-RPM-01 Lat: 47° 23' 5.99" north Long: 121° 3' 47.99" west MLRA: 3 | National Soil Survey Center | |
- | Pedon No. | 03N0925 | 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 | |||||||||||||||||
03N04766 | 0-23 | A | S | 100 | 100 | 100 | 100 | 100 | 89 | 77 | 61 | 50 | 27 | 15 | 8 | 4 | 57 | 52 | 43 | 29 | 24 | 1.70 | 0.425 | 0.007 | >100 | 0.9 | ||
03N04767 | 23-41 | Bw1 | S | 100 | 95 | 92 | 87 | 84 | 71 | 58 | 40 | 30 | 21 | 14 | 9 | 6 | 36 | 31 | 27 | 22 | 19 | 5.23 | 3.215 | 0.007 | >100 | 5.0 | ||
03N04768 | 41-79 | Bw2 | S | 100 | 92 | 87 | 79 | 74 | 61 | 47 | 33 | 23 | 15 | 9 | 6 | 3 | 30 | 24 | 21 | 17 | 13 | 9.21 | 5.489 | 0.023 | >100 | 5.1 | ||
03N04769 | 79-114 | Bw3 | S | 100 | 93 | 88 | 80 | 75 | 71 | 67 | 53 | 37 | 24 | 14 | 8 | 5 | 49 | 39 | 32 | 26 | 20 | 3.07 | 1.254 | 0.008 | >100 | 1.3 | ||
03N04770 | 114-142 | Bw4 | S | 100 | 93 | 89 | 82 | 77 | 64 | 50 | 34 | 22 | 12 | 7 | 4 | 2 | 29 | 23 | 19 | 14 | 11 | 7.88 | 4.700 | 0.043 | >100 | 4.1 | ||
03N04771 | 142-152 | BC | S | 100 | 94 | 90 | 83 | 79 | 63 | 46 | 32 | 24 | 15 | 8 | 5 | 2 | 29 | 24 | 21 | 17 | 13 | 8.50 | 5.567 | 0.029 | >100 | 7.0 |
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 | |||||||||||||||||||||||||||||
03N04766 | 0-23 | A | S | 39 | 39 | -- | 23 | 16 | 61 | 39 | -- | 23 | 16 | 61 | 1.48 | 1.52 | 1.72 | 1.92 | 1.15 | 1.18 | 1.19 | 1.46 | 1.72 | 0.79 | 1.30 | |||||
03N04767 | 23-41 | Bw1 | S | 60 | 60 | 16 | 26 | 18 | 40 | 60 | 16 | 26 | 18 | 40 | 1.69 | 1.76 | 1.89 | 2.05 | 1.10 | 1.15 | 1.17 | 1.42 | 1.68 | 0.57 | 1.41 | |||||
03N04768 | 41-79 | Bw2 | S | 74 | 20 | 54 | 21 | 22 | 11 | 26 | 67 | 26 | 27 | 14 | 33 | 1.94 | 2.00 | 2.10 | 2.21 | 1.13 | 1.18 | 1.20 | 1.49 | 1.70 | 0.37 | 1.35 | ||||
03N04769 | 79-114 | Bw3 | S | 58 | 20 | 38 | 20 | 6 | 11 | 42 | 47 | 25 | 8 | 14 | 53 | 1.971 | 2.233 | |||||||||||||
03N04770 | 114-142 | Bw4 | S | 72 | 18 | 54 | 19 | 22 | 13 | 28 | 66 | 23 | 27 | 16 | 34 | 2.151 | 2.343 | |||||||||||||
03N04771 | 142-152 | BC | S | 72 | 12 | 60 | 18 | 29 | 12 | 28 | 68 | 21 | 33 | 14 | 32 | 2.151 | 2.343 |
*** Supplementary Characterization Data *** |
Pedon ID: 03WA037001 | ( Kittitas, Washington ) | Print Date: Feb 16 2025 5:27AM |
Sampled As | : | KANER | |||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 03N0925 |
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---) | |||||||||||||||
03N04766 | 0-23 | A | S | 22 | -- | -- | 22 | -- | 13 | 9 | 78 | 21 | 11 | 2 | 20 | 24 | 12 | 3.84 | 1.67 | 0.190 | 0.7 | 0.9 | 0.9 | 1.1 | 0.16 | 0.20 | ||
03N04767 | 23-41 | Bw1 | S | 38 | -- | -- | 38 | 10 | 17 | 12 | 62 | 14 | 8 | 4 | 16 | 20 | 7 | 0.78 | 0.143 | 1.0 | 1.4 | 1.5 | 2.1 | 0.12 | 0.20 | |||
03N04768 | 41-79 | Bw2 | S | 53 | -- | 15 | 39 | 15 | 16 | 8 | 47 | 12 | 6 | 2 | 11 | 16 | 5 | 1.00 | 0.200 | 0.9 | 1.0 | 1.5 | 2.0 | 0.11 | 0.25 | |||
03N04769 | 79-114 | Bw3 | S | 43 | -- | 15 | 28 | 15 | 4 | 8 | 57 | 19 | 9 | 3 | 5 | 2.73 | 1.12 | |||||||||||
03N04770 | 114-142 | Bw4 | S | 59 | -- | 15 | 44 | 16 | 18 | 11 | 41 | 16 | 6 | 1 | 3 | 4.02 | 1.43 | |||||||||||
03N04771 | 142-152 | BC | S | 59 | -- | 10 | 49 | 15 | 24 | 10 | 41 | 14 | 8 | 2 | 3 | 2.96 | 1.03 |
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 | |||||||||||||||||||||||||
03N04766 | 0-23 | A | S | 40 | 40 | 40 | 39 | 21 | 4 | 7 | 8 | 16 | 24 | 10 | 14 | 21 | 6 | fsl | 61.1 | 33.1 | 5.8 | 5.2 | ||||
03N04767 | 23-41 | Bw1 | S | 64 | 64 | 47 | 23 | 14 | 6 | 12 | 14 | 12 | 14 | 11 | 14 | 24 | 17 | sl | 53.5 | 31.8 | 14.7 | 5.0 | ||||
03N04768 | 41-79 | Bw2 | S | 76 | 55 | 34 | 16 | 8 | 3 | 11 | 20 | 11 | 14 | 11 | 13 | 21 | 11 | cosl | 59.6 | 30.4 | 10.0 | 5.2 | ||||
03N04769 | 79-114 | Bw3 | S | 60 | 39 | 18 | 27 | 13 | 4 | 9 | 20 | 13 | 13 | 12 | 14 | 19 | 9 | cosl | 61.5 | 30.0 | 8.5 | 5.0 | ||||
03N04770 | 114-142 | Bw4 | S | 73 | 55 | 36 | 20 | 7 | 2 | 16 | 18 | 14 | 14 | 10 | 12 | 16 | 6 | cosl | 68.7 | 26.0 | 5.3 | 5.0 | ||||
03N04771 | 142-152 | BC | S | 73 | 61 | 42 | 17 | 9 | 2 | 11 | 14 | 11 | 14 | 13 | 16 | 19 | 8 | sl | 59.7 | 33.1 | 7.2 | 5.0 |