*** Supplementary Characterization Data *** |
Pedon ID: S99CA017006 | ( El Dorado, California ) | Print Date: Nov 23 2024 9:20PM |
Sampled as on Oct 10, 1999: | Elmira ; Sandy, isotic, frigid Aeric Fluvaquent |
Revised to correlated: | Marla ; Coarse-loamy, mixed, frigid Aquic Haploxerepts |
United States Department of Agriculture | ||||
SSL | - | Project | CP00CA036 TAHOE BASIN SURVEY | Natural Resources Conservation Service |
- | Site ID | 99CA693-007 Lat: 39° 1' 54.97" north Long: 120° 8' 3.67" west | National Soil Survey Center | |
- | Pedon No. | 00P0189 | 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 | |||||||||||||||||
00P01433 | 0-3 | Oi | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 94 | 61 | 44 | 30 | 21 | 99 | 95 | 89 | 66 | 53 | 0.07 | 0.036 | 0.001 | >100 | 0.5 | ||
00P01434 | 3-13 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 83 | 60 | 44 | 31 | 22 | 94 | 86 | 74 | 64 | 54 | 0.08 | 0.033 | 0.001 | >100 | 0.5 | ||
00P01435 | 13-33 | Bw | S | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 93 | 72 | 35 | 19 | 12 | 7 | 89 | 76 | 57 | 40 | 28 | 0.28 | 0.172 | 0.004 | 75.0 | 3.0 | ||
00P01436 | 33-61 | C1 | S | 100 | 98 | 97 | 95 | 94 | 89 | 83 | 76 | 53 | 12 | 5 | 3 | 2 | 73 | 59 | 35 | 14 | 8 | 0.53 | 0.387 | 0.060 | 8.7 | 1.3 | ||
00P01437 | 61-124 | C2 | S | 100 | 98 | 96 | 94 | 92 | 85 | 78 | 69 | 38 | 6 | 2 | 2 | 2 | 63 | 44 | 19 | 7 | 4 | 0.90 | 0.626 | 0.128 | 7.1 | 1.0 | ||
00P01438 | 124-165 | C3 | S | 100 | 97 | 95 | 92 | 90 | 84 | 77 | 69 | 39 | 6 | 2 | 1 | 1 | 61 | 45 | 21 | 7 | 4 | 0.94 | 0.620 | 0.121 | 7.7 | 0.9 |
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 | ||||||||||||||||||||||||||
00P01433 | 0-3 | Oi | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 0.50 | 0.54 | 0.96 | 1.31 | 0.50 | 0.52 | 0.54 | 0.96 | 1.31 | 4.30 | 4.30 | |||
00P01434 | 3-13 | A | S | 3 | -- | -- | 3 | -- | tr | 3 | 97 | 3 | -- | tr | 3 | 97 | 0.73 | 0.81 | 1.20 | 1.45 | 0.71 | 0.77 | 0.79 | 1.18 | 1.44 | 2.63 | 2.73 | |||
00P01435 | 13-33 | Bw | S | 7 | -- | -- | 7 | -- | 3 | 4 | 93 | 7 | -- | 3 | 4 | 93 | 1.66 | 1.68 | 1.89 | 2.03 | 1.62 | 1.64 | 1.64 | 1.87 | 2.01 | 0.60 | 0.64 | |||
00P01436 | 33-61 | C1 | S | 24 | -- | -- | 24 | 6 | 11 | 7 | 76 | 24 | 6 | 11 | 7 | 76 | 1.631 | |||||||||||||
00P01437 | 61-124 | C2 | S | 31 | -- | -- | 31 | 8 | 14 | 9 | 69 | 31 | 8 | 14 | 9 | 69 | 1.691 | |||||||||||||
00P01438 | 124-165 | C3 | S | 31 | -- | -- | 31 | 10 | 13 | 8 | 69 | 31 | 10 | 13 | 8 | 69 | 1.691 |
*** Supplementary Characterization Data *** |
Pedon ID: S99CA017006 | ( El Dorado, California ) | Print Date: Nov 23 2024 9:20PM |
Sampled As | : | Elmira | Sandy, isotic, frigid Aeric Fluvaquent | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 00P0189 |
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 | |||||||||||||||||||||||||||
00P01433 | 0-3 | Oi | S | -- | -- | -- | -- | -- | -- | -- | 100 | 9 | 6 | 4 | 35 | 46 | 18 | 2.01 | 2.33 | 0.120 | 1.3 | 1.3 | 0.21 | 0.21 | ||||
00P01434 | 3-13 | A | S | 1 | -- | -- | 1 | -- | tr | 1 | 99 | 12 | 9 | 6 | 25 | 47 | 16 | 1.10 | 0.95 | 0.160 | 2.7 | 2.7 | 0.31 | 0.31 | ||||
00P01435 | 13-33 | Bw | S | 4 | -- | -- | 4 | -- | 2 | 3 | 96 | 41 | 14 | 4 | 14 | 23 | 0.93 | 0.51 | 0.060 | 0.4 | 0.4 | 0.18 | 0.19 | |||||
00P01436 | 33-61 | C1 | S | 15 | -- | -- | 15 | 4 | 7 | 4 | 85 | 42 | 4 | 1 | 38 | 1.28 | 0.68 | |||||||||||
00P01437 | 61-124 | C2 | S | 19 | -- | -- | 19 | 5 | 9 | 6 | 81 | 41 | 2 | 1 | 36 | 1.35 | 0.87 | |||||||||||
00P01438 | 124-165 | C3 | S | 19 | -- | -- | 19 | 6 | 8 | 5 | 81 | 41 | 2 | 36 | 3.30 | 1.70 |
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 | ||||||||||||||||||||||
00P01433 | 0-3 | Oi | S | 60 | 40 | 27 | 1 | 5 | 8 | 29 | 17 | 11 | 29 | 27 | l | 47.0 | 31.8 | 21.2 | 5.0 | |||||||
00P01434 | 3-13 | A | S | 4 | 4 | 4 | 55 | 41 | 28 | 4 | 11 | 15 | 14 | 13 | 13 | 30 | 29 | l | 43.9 | 33.5 | 22.6 | 4.8 | ||||
00P01435 | 13-33 | Bw | S | 8 | 8 | 8 | 69 | 23 | 7 | 5 | 14 | 22 | 20 | 13 | 11 | 14 | 8 | sl | 69.6 | 23.2 | 7.2 | 5.1 | ||||
00P01436 | 33-61 | C1 | S | 24 | 24 | 18 | 69 | 7 | 2 | 4 | 19 | 33 | 28 | 8 | 5 | 4 | 3 | s | 88.9 | 8.6 | 2.5 | 5.1 | ||||
00P01437 | 61-124 | C2 | S | 32 | 32 | 23 | 66 | 2 | 2 | 9 | 28 | 37 | 18 | 4 | 2 | 1 | 2 | cos | 94.2 | 3.5 | 2.3 | 5.4 | ||||
00P01438 | 124-165 | C3 | S | 31 | 31 | 21 | 66 | 3 | 1 | 11 | 24 | 34 | 21 | 5 | 3 | 2 | 1 | cos | 94.4 | 4.6 | 1.0 | 5.3 |