*** Supplementary Characterization Data *** |
Pedon ID: S1996WA007001 | ( Chelan, Washington ) | Print Date: Nov 21 2024 5:17PM |
Sampled as on Aug 3, 1996: | Thowson ; Ashy, glassy, nonacid, mesic Typic Vitrixerands |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | CP96WA158 CHELAN COUNTY | Natural Resources Conservation Service |
- | Site ID | S1996WA007001 Lat: 47° 51' 58.00" north Long: 120° 11' 25.00" west MLRA: 6 | National Soil Survey Center | |
- | Pedon No. | 96P0392 | 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 | |||||||||||||||||
96P03009 | 0-15 | A | S | 100 | 100 | 100 | 100 | 100 | 96 | 92 | 81 | 58 | 39 | 23 | 11 | 3 | 73 | 60 | 52 | 42 | 35 | 0.49 | 0.206 | 0.005 | >100 | 0.5 | ||
96P03010 | 15-48 | Bw1 | S | 100 | 100 | 100 | 100 | 100 | 97 | 93 | 78 | 49 | 28 | 13 | 6 | 1 | 71 | 53 | 40 | 31 | 25 | 0.66 | 0.432 | 0.011 | 61.8 | 1.1 | ||
96P03011 | 48-89 | Bw2 | S | 100 | 99 | 99 | 98 | 98 | 94 | 90 | 79 | 48 | 27 | 13 | 6 | 1 | 70 | 51 | 38 | 29 | 23 | 0.69 | 0.474 | 0.012 | 58.4 | 1.4 | ||
96P03012 | 89-119 | Bw3 | S | 100 | 91 | 84 | 75 | 68 | 64 | 60 | 53 | 31 | 15 | 7 | 3 | 1 | 47 | 34 | 23 | 17 | 13 | 4.70 | 1.426 | 0.032 | >100 | 1.1 | ||
96P03013 | 119-145 | 2CB | S | 100 | 88 | 79 | 66 | 57 | 51 | 44 | 35 | 21 | 10 | 4 | 2 | 1 | 30 | 23 | 16 | 11 | 8 | 20.91 | 8.956 | 0.073 | >100 | 0.7 | ||
96P03014 | 145-200 | 2C | S | 100 | 84 | 73 | 57 | 46 | 38 | 29 | 22 | 12 | 4 | 1 | 1 | tr | 18 | 13 | 8 | 5 | 3 | 27.12 | 21.034 | 0.323 | 83.9 | 3.0 |
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 | ||||||||||||||||
3B1 | 3B1 | 3B1 | 4A1d | 4A1h | ||||||||||||||||||||||||||
96P03009 | 0-15 | A | S | 19 | -- | -- | 19 | tr | 8 | 11 | 81 | 19 | tr | 8 | 11 | 81 | 0.88 | 0.91 | 1.11 | 1.55 | 0.76 | 0.79 | 0.79 | 1.00 | 1.47 | 2.01 | 2.49 | |||
96P03010 | 15-48 | Bw1 | S | 22 | -- | -- | 22 | -- | 7 | 15 | 78 | 22 | -- | 7 | 15 | 78 | 1.13 | 1.14 | 1.39 | 1.70 | 0.97 | 0.98 | 0.98 | 1.25 | 1.60 | 1.35 | 1.73 | |||
96P03011 | 48-89 | Bw2 | S | 21 | -- | -- | 21 | 2 | 8 | 11 | 79 | 21 | 2 | 8 | 11 | 79 | 1.18 | 1.19 | 1.43 | 1.73 | 1.03 | 1.04 | 1.04 | 1.31 | 1.64 | 1.25 | 1.57 | |||
96P03012 | 89-119 | Bw3 | S | 51 | -- | 7 | 44 | 30 | 7 | 7 | 49 | 47 | 32 | 8 | 7 | 53 | 1.891 | |||||||||||||
96P03013 | 119-145 | 2CB | S | 70 | -- | 13 | 57 | 37 | 11 | 8 | 30 | 65 | 43 | 13 | 9 | 35 | 2.111 | |||||||||||||
96P03014 | 145-200 | 2C | S | 81 | -- | 12 | 69 | 48 | 15 | 6 | 19 | 78 | 54 | 17 | 7 | 22 | 2.291 |
*** Supplementary Characterization Data *** |
Pedon ID: S1996WA007001 | ( Chelan, Washington ) | Print Date: Nov 21 2024 5:17PM |
Sampled As | : | Thowson | Ashy, glassy, nonacid, mesic Typic Vitrixerands | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 96P0392 |
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---) | |||||||||||||||
8D1 | 4C1 | |||||||||||||||||||||||||||
96P03009 | 0-15 | A | S | 6 | -- | -- | 6 | tr | 3 | 4 | 94 | 15 | 11 | 1 | 44 | 23 | 18 | 5.12 | 1.85 | 0.380 | 0.8 | 1.3 | 0.18 | 0.20 | ||||
96P03010 | 15-48 | Bw1 | S | 9 | -- | -- | 9 | -- | 3 | 6 | 91 | 23 | 10 | 1 | 31 | 26 | 13 | 5.05 | 2.05 | 0.160 | 0.3 | 0.3 | 0.22 | 0.24 | ||||
96P03011 | 48-89 | Bw2 | S | 9 | -- | -- | 9 | 1 | 4 | 5 | 91 | 25 | 10 | 1 | 30 | 25 | 11 | 5.65 | 1.71 | 0.180 | 0.3 | 0.3 | 0.22 | 0.25 | ||||
96P03012 | 89-119 | Bw3 | S | 36 | -- | 5 | 31 | 21 | 5 | 5 | 64 | 26 | 8 | 1 | 29 | 9 | 3.89 | 1.53 | ||||||||||
96P03013 | 119-145 | 2CB | S | 56 | -- | 10 | 46 | 30 | 9 | 6 | 44 | 19 | 5 | 20 | 4.55 | 1.45 | ||||||||||||
96P03014 | 145-200 | 2C | S | 69 | -- | 10 | 59 | 41 | 13 | 5 | 31 | 14 | 2 | 14 | 8.14 |
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 | 3A1a1a | 3A1a1a | 3A1a1a | 4C1a2a | ||||||||||||||||||||||
96P03009 | 0-15 | A | S | 20 | 20 | 20 | 48 | 33 | 3 | 10 | 16 | 10 | 13 | 9 | 15 | 26 | 4 | cosl | 57.0 | 39.6 | 3.4 | 6.0 | ||||
96P03010 | 15-48 | Bw1 | S | 22 | 22 | 22 | 54 | 24 | 2 | 9 | 24 | 17 | 12 | 8 | 15 | 15 | 2 | cosl | 68.4 | 29.7 | 1.9 | 5.8 | ||||
96P03011 | 48-89 | Bw2 | S | 21 | 21 | 19 | 56 | 22 | 1 | 11 | 25 | 17 | 11 | 8 | 14 | 14 | 2 | cosl | 70.3 | 28.0 | 1.7 | 5.6 | ||||
96P03012 | 89-119 | Bw3 | S | 51 | 44 | 14 | 37 | 11 | 1 | 12 | 26 | 21 | 12 | 7 | 12 | 11 | 2 | lcos | 75.3 | 22.8 | 1.9 | 5.3 | ||||
96P03013 | 119-145 | 2CB | S | 70 | 57 | 19 | 23 | 7 | 1 | 15 | 21 | 19 | 14 | 9 | 12 | 10 | 2 | lcos | 76.1 | 21.9 | 2.0 | 5.0 | ||||
96P03014 | 145-200 | 2C | S | 81 | 69 | 21 | 16 | 2 | tr | 19 | 23 | 21 | 17 | 8 | 7 | 6 | 1 | cos | 86.4 | 12.9 | 0.7 | 5.8 |