*** Supplementary Characterization Data *** |
Pedon ID: 02OR035006 | ( Klamath, Oregon ) | Print Date: Nov 21 2024 7:57PM |
Sampled as on Jun 7, 2002: | Bigtoe ; Fine, smectitic, frigid Aquandic Argialbolls |
Revised to : |
United States Department of Agriculture | ||||
SSL | - | Project | R2003USOR033 WINEMA NATIONAL FOREST | Natural Resources Conservation Service |
- | Site ID | 02-JFD-05 Lat: 42° 36' 25.43" north Long: 121° 22' 2.95" west MLRA: 6 | National Soil Survey Center | |
- | Pedon No. | 02N0459 | 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 | |||||||||||||||||
02N02361 | 2-10 | A1 | S | 100 | 100 | 100 | 100 | 100 | 99 | 97 | 94 | 73 | 46 | 38 | 31 | 25 | 93 | 79 | 54 | 48 | 44 | 0.29 | 0.136 | tr | >100 | 0.1 | ||
02N02362 | 10-39 | A2 | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 95 | 71 | 41 | 34 | 27 | 22 | 94 | 78 | 50 | 42 | 39 | 0.32 | 0.251 | 0.001 | >100 | 0.5 | ||
02N02363 | 39-51 | AE | S | 100 | 100 | 100 | 100 | 100 | 98 | 96 | 91 | 58 | 30 | 25 | 20 | 17 | 89 | 65 | 36 | 31 | 28 | 0.44 | 0.350 | 0.001 | >100 | 19.6 |
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 | ||||||||||||||||
02N02361 | 2-10 | A1 | S | 6 | 6 | -- | 3 | 3 | 94 | 6 | -- | 3 | 3 | 94 | 1.491 | 1.933 | ||||||||||||||
02N02362 | 10-39 | A2 | S | 5 | 5 | -- | 2 | 3 | 95 | 5 | -- | 2 | 3 | 95 | 1.491 | 1.933 | ||||||||||||||
02N02363 | 39-51 | AE | S | 9 | 9 | -- | 4 | 5 | 91 | 9 | -- | 4 | 5 | 91 | 1.511 | 1.943 |
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---) | |||||||||||||||
02N02361 | 2-10 | A1 | S | 3 | -- | -- | 3 | -- | 2 | 2 | 97 | 28 | 11 | 14 | 12 | 1.13 | 0.61 | |||||||||||
02N02362 | 10-39 | A2 | S | 3 | -- | -- | 3 | -- | 1 | 2 | 97 | 31 | 10 | 12 | 9 | 0.97 | 0.50 | |||||||||||
02N02363 | 39-51 | AE | S | 5 | -- | -- | 5 | -- | 2 | 3 | 95 | 36 | 7 | 10 | 10 | 0.98 | 0.56 |
*** Supplementary Characterization Data *** |
Pedon ID: 02OR035006 | ( Klamath, Oregon ) | Print Date: Nov 21 2024 7:57PM |
Sampled As | : | Bigtoe | Fine, smectitic, frigid Aquandic Argialbolls | ||
USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 02N0459 |
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 | |||||||||||||||||||||||||
02N02361 | 2-10 | A1 | S | 8 | 8 | 8 | 67 | 25 | 34 | 1 | 21 | 36 | 9 | 5 | 8 | 19 | 37 | scl | 53.1 | 19.9 | 27.0 | 5.5 | ||||
02N02362 | 10-39 | A2 | S | 6 | 6 | 6 | 72 | 22 | 28 | 2 | 22 | 38 | 10 | 5 | 7 | 16 | 30 | scl | 59.0 | 18.0 | 23.0 | 5.4 | ||||
02N02363 | 39-51 | AE | S | 11 | 11 | 11 | 75 | 14 | 20 | 3 | 32 | 39 | 7 | 3 | 5 | 11 | 22 | cosl | 68.8 | 12.9 | 18.3 | 5.5 |