*** Supplementary Characterization Data *** |
Pedon ID: S1980CA045016 | ( Mendocino, California ) | Print Date: Nov 28 2024 5:39AM |
Sampled as on Jun 1, 1980: | Usal ; Loamy-skeletal, mixed, isomesic Typic Argiudoll |
Revised to correlated: | BRANSCOMB ; Loamy-skeletal, mixed Ultic Hapludalfs |
United States Department of Agriculture | ||||
SSL | - | Project | CP80CA286 MENDOCINO COUNTY-WEST (SSA 694) | Natural Resources Conservation Service |
- | Site ID | S1980CA045016 Lat: 39° 31' 38.00" north Long: 123° 42' 28.00" west MLRA: 4B | National Soil Survey Center | |
- | Pedon No. | 80P0447 | 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 | |||||||||||||||||
4F1 | 4F | |||||||||||||||||||||||||||
80P02458 | 0-25 | A | S | 100 | 90 | 83 | 72 | 65 | 64 | 63 | 49 | 44 | 39 | 32 | 22 | 15 | 47 | 44 | 42 | 40 | 38 | 3.91 | 2.126 | 0.001 | >100 | 0.1 | ||
80P02459 | 25-41 | Bt1 | S | 100 | 97 | 94 | 91 | 88 | 86 | 84 | 68 | 58 | 52 | 44 | 29 | 20 | 62 | 59 | 56 | 53 | 51 | 0.68 | 0.046 | 0.001 | 39 | 14 | >100 | 0.1 |
80P02460 | 41-64 | Bt2 | S | 100 | 92 | 87 | 79 | 73 | 72 | 70 | 60 | 50 | 42 | 35 | 23 | 16 | 56 | 51 | 47 | 43 | 41 | 2.00 | 0.412 | 0.001 | >100 | 0.1 | ||
80P02461 | 64-86 | Bt3 | S | 100 | 93 | 88 | 80 | 75 | 67 | 58 | 47 | 39 | 33 | 27 | 18 | 13 | 43 | 40 | 37 | 34 | 31 | 5.54 | 2.525 | 0.001 | >100 | 0.2 | ||
80P02462 | 86-127 | Bt4 | S | 100 | 83 | 71 | 54 | 42 | 41 | 39 | 29 | 25 | 21 | 17 | 12 | 8 | 27 | 25 | 23 | 21 | 20 | 29.09 | 22.962 | 0.003 | 40 | 15 | >100 | 48.3 |
80P02463 | 127-140 | R | S | 100 | 96 | 93 | 89 | 86 | 85 | 83 | 71 | 60 | 48 | 35 | 24 | 16 | 66 | 61 | 57 | 50 | 44 | 0.39 | 0.096 | 0.001 | >100 | 0.4 |
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 | ||||||||||||||||||||||||||
80P02458 | 0-25 | A | S | 51 | -- | -- | 51 | 35 | 2 | 14 | 49 | 51 | 35 | 2 | 14 | 49 | 1.582 | |||||||||||||
80P02459 | 25-41 | Bt1 | S | 38 | -- | 9 | 29 | 11 | 4 | 15 | 62 | 32 | 12 | 4 | 16 | 68 | 1.502 | |||||||||||||
80P02460 | 41-64 | Bt2 | S | 45 | -- | 8 | 37 | 25 | 3 | 9 | 55 | 40 | 27 | 3 | 10 | 60 | 1.63 | 1.71 | 1.89 | 2.01 | 1.24 | 1.29 | 1.32 | 1.60 | 1.77 | 0.63 | 1.14 | |||
80P02461 | 64-86 | Bt3 | S | 57 | -- | 8 | 49 | 23 | 16 | 10 | 43 | 53 | 25 | 17 | 11 | 47 | 1.742 | |||||||||||||
80P02462 | 86-127 | Bt4 | S | 71 | -- | -- | 71 | 58 | 3 | 10 | 29 | 71 | 58 | 3 | 10 | 29 | 1.962 | |||||||||||||
80P02463 | 127-140 | R | S | 29 | -- | -- | 29 | 14 | 3 | 12 | 71 | 29 | 14 | 3 | 12 | 71 | 1.671 |
*** Supplementary Characterization Data *** |
Pedon ID: S1980CA045016 | ( Mendocino, California ) | Print Date: Nov 28 2024 5:39AM |
Sampled As | : | Usal | Loamy-skeletal, mixed, isomesic Typic Argiudoll | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 80P0447 |
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 | |||||||||||||||||||||||||||
80P02458 | 0-25 | A | S | 30 | -- | -- | 30 | 21 | 1 | 8 | 70 | 7 | 13 | 9 | 40 | 20 | 1.02 | 0.51 | ||||||||||
80P02459 | 25-41 | Bt1 | S | 21 | -- | 5 | 16 | 6 | 2 | 8 | 79 | 9 | 16 | 10 | 43 | 20 | 0.82 | 0.47 | ||||||||||
80P02460 | 41-64 | Bt2 | S | 28 | -- | 5 | 23 | 15 | 2 | 6 | 72 | 11 | 14 | 9 | 12 | 26 | 0.80 | 0.49 | 0.080 | 1.0 | 1.3 | 0.15 | 0.21 | |||||
80P02461 | 64-86 | Bt3 | S | 37 | -- | 5 | 32 | 15 | 10 | 7 | 63 | 9 | 11 | 8 | 34 | 0.72 | 0.47 | |||||||||||
80P02462 | 86-127 | Bt4 | S | 53 | -- | -- | 53 | 43 | 2 | 7 | 47 | 7 | 9 | 6 | 26 | 0.81 | 0.46 | |||||||||||
80P02463 | 127-140 | R | S | 18 | -- | -- | 18 | 9 | 2 | 8 | 82 | 17 | 17 | 10 | 37 | 0.46 | 0.53 |
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 | 8C1e | ||||||||||||||||||||||
80P02458 | 0-25 | A | S | 60 | 60 | 19 | 13 | 27 | 18 | 7 | 6 | 5 | 7 | 7 | 15 | 52 | 44 | cl | 23.1 | 46.4 | 30.5 | 5.3 | ||||
80P02459 | 25-41 | Bt1 | S | 46 | 35 | 23 | 19 | 34 | 22 | 13 | 7 | 5 | 6 | 6 | 14 | 50 | 41 | cl | 25.6 | 45.5 | 28.9 | 5.1 | ||||
80P02460 | 41-64 | Bt2 | S | 52 | 43 | 14 | 21 | 27 | 17 | 9 | 11 | 9 | 8 | 6 | 12 | 45 | 35 | l | 32.2 | 41.9 | 25.9 | 4.8 | ||||
80P02461 | 64-86 | Bt3 | S | 65 | 56 | 29 | 16 | 19 | 13 | 13 | 9 | 7 | 9 | 8 | 13 | 41 | 38 | cl | 33.2 | 39.4 | 27.4 | 4.7 | ||||
80P02462 | 86-127 | Bt4 | S | 77 | 77 | 14 | 10 | 13 | 9 | 9 | 10 | 9 | 9 | 8 | 13 | 43 | 38 | cl | 31.8 | 40.8 | 27.4 | 4.6 | ||||
80P02463 | 127-140 | R | S | 35 | 35 | 18 | 33 | 33 | 20 | 9 | 9 | 8 | 12 | 12 | 16 | 33 | 30 | l | 38.4 | 38.4 | 23.2 |