*** Supplementary Characterization Data *** |
Pedon ID: S2010ID073001 | ( Owyhee, Idaho ) | Print Date: Nov 26 2024 10:11PM |
Sampled as : | Quincy ; Mixed, mesic Xeric Torripsamment |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | C2010USID135 MLRA 11 Benchmark Soils - Canyon, Ada, Elmore & Owyhee Co.s | Natural Resources Conservation Service |
- | Site ID | S2010ID073001 Lat: 42° 54' 15.00" north Long: 115° 43' 8.00" west MLRA: 11 | National Soil Survey Center | |
- | Pedon No. | 10N1362 | 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 | |||||||||||||||||
10N06522 | 0-6 | A | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 26 | 5 | 3 | 3 | 100 | 100 | 99 | 40 | 11 | 0.14 | 0.117 | 0.043 | 3.2 | 1.1 | ||
10N06523 | 6-72 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 23 | 4 | 3 | 2 | 100 | 100 | 99 | 36 | 11 | 0.14 | 0.122 | 0.046 | 3.1 | 1.1 | ||
10N06524 | 72-160 | C2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 21 | 4 | 3 | 2 | 100 | 100 | 97 | 34 | 11 | 0.15 | 0.127 | 0.044 | 3.3 | 1.3 |
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 | |||||||||||||||||||||||||||||
10N06522 | 0-6 | A | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.52 | 1.55 | 1.95 | 1.52 | 1.55 | 1.95 | 0.74 | 0.74 | ||||||||
10N06523 | 6-72 | C1 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.58 | 1.60 | 1.72 | 1.98 | 1.58 | 1.59 | 1.60 | 1.73 | 1.98 | 0.68 | 0.68 | |||||
10N06524 | 72-160 | C2 | S | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.49 | 1.50 | 1.70 | 1.93 | 1.49 | 1.50 | 1.50 | 1.69 | 1.93 | 0.78 | 0.78 |
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---) | |||||||||||||||
10N06522 | 0-6 | A | S | -- | -- | -- | -- | -- | -- | -- | 100 | 51 | 5 | 1 | 45 | 1.38 | 0.269 | 0.7 | 0.7 | |||||||||
10N06523 | 6-72 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 53 | 5 | 1 | 26 | 14 | 2 | 1.29 | 0.167 | 0.2 | 0.4 | 0.2 | 0.4 | 0.10 | 0.10 | |||
10N06524 | 72-160 | C2 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 50 | 5 | 1 | 23 | 21 | 1.75 | 0.100 | 0.2 | 0.2 | 0.2 | 0.2 | 0.15 | 0.15 |
*** Supplementary Characterization Data *** |
Pedon ID: S2010ID073001 | ( Owyhee, Idaho ) | Print Date: Nov 26 2024 10:11PM |
Sampled As | : | Quincy | Mixed, mesic Xeric Torripsamment | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 10N1362 |
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 | |||||||||||||||||||||||||
10N06522 | 0-6 | A | S | -- | -- | -- | 91 | 9 | 3 | -- | tr | 1 | 60 | 30 | 7 | 2 | 3 | fs | 88.9 | 8.5 | 2.6 | 7.5 | ||||
10N06523 | 6-72 | C1 | S | -- | -- | -- | 91 | 9 | 2 | -- | tr | 1 | 64 | 26 | 7 | 1 | 2 | fs | 89.3 | 8.3 | 2.4 | 7.9 | ||||
10N06524 | 72-160 | C2 | S | -- | -- | -- | 91 | 9 | 2 | -- | tr | 3 | 65 | 23 | 7 | 2 | 2 | fs | 89.0 | 9.0 | 2.0 | 7.8 |