| *** Supplementary Characterization Data *** |
| Pedon ID: S2004ID057008 | ( Latah, Idaho ) | Print Date: Dec 11 2024 3:28PM |
| Sampled as on Sep 29, 2004: | Judgetown-like ; Ashy over loamy-skeletal, isotic over amorphic, frigid Typic Udivitrand |
| Revised to correlated on Sep 16, 2012: | Boulderjud ; Ashy over loamy-skeletal, aniso, amorphic over isotic, frigid Typic Udivitrands |
| United States Department of Agriculture | ||||
| SSL | - | Project | C2005USID038 Climate Monitoring Station SNOTEL/SCAN | Natural Resources Conservation Service |
| - | Site ID | 2004ID057008 Lat: 46° 48' 17.90" north Long: 116° 51' 13.21" west MLRA: 43A | National Soil Survey Center | |
| - | Pedon No. | 05N0161 | 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 | |||||||||||||||||
| 05N00809 | 3-9 | A | S | 100 | 100 | 100 | 100 | 100 | 99 | 98 | 93 | 90 | 81 | 49 | 23 | 6 | 92 | 90 | 88 | 84 | 76 | 0.03 | 0.021 | 0.002 | 11.9 | 0.7 | ||
| 05N00810 | 9-45 | Bw1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 99 | 95 | 88 | 77 | 45 | 21 | 5 | 92 | 89 | 86 | 81 | 71 | 0.03 | 0.024 | 0.003 | 12.6 | 0.8 | ||
| 05N00811 | 45-59 | Bw2 | S | 100 | 100 | 100 | 100 | 100 | 98 | 96 | 85 | 70 | 54 | 32 | 18 | 9 | 80 | 72 | 64 | 56 | 51 | 0.16 | 0.048 | 0.002 | 76.0 | 0.8 | ||
| 05N00812 | 59-77 | BC | S | 100 | 98 | 96 | 94 | 92 | 85 | 78 | 62 | 48 | 29 | 16 | 9 | 5 | 58 | 51 | 41 | 31 | 27 | 1.42 | 0.478 | 0.006 | >100 | 0.9 | ||
| 05N00813 | 77-97 | 2C | S | 100 | 100 | 100 | 100 | 100 | 96 | 92 | 79 | 52 | 23 | 12 | 7 | 4 | 72 | 56 | 39 | 26 | 19 | 0.59 | 0.389 | 0.011 | 52.4 | 2.7 | ||
| 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 | |||||||||||||||||||||||||||||
| 05N00809 | 3-9 | A | S | 7 | 7 | -- | 2 | 5 | 93 | 7 | -- | 2 | 5 | 93 | 0.87 | 0.93 | 1.36 | 1.54 | 0.83 | 0.88 | 0.89 | 1.33 | 1.52 | 2.05 | 2.19 | |||||
| 05N00810 | 9-45 | Bw1 | S | 5 | 5 | -- | 1 | 4 | 95 | 5 | -- | 1 | 4 | 95 | 0.98 | 1.05 | 1.37 | 1.61 | 0.95 | 1.01 | 1.02 | 1.35 | 1.59 | 1.70 | 1.79 | |||||
| 05N00811 | 45-59 | Bw2 | S | 15 | 15 | -- | 4 | 11 | 85 | 15 | -- | 4 | 11 | 85 | 1.73 | 1.76 | 1.99 | 2.08 | 1.62 | 1.64 | 1.65 | 1.90 | 2.01 | 0.53 | 0.64 | |||||
| 05N00812 | 59-77 | BC | S | 38 | 38 | 8 | 14 | 16 | 62 | 38 | 8 | 14 | 16 | 62 | 1.98 | 2.01 | 2.16 | 2.23 | 1.70 | 1.73 | 1.74 | 1.96 | 2.06 | 0.34 | 0.56 | |||||
| 05N00813 | 77-97 | 2C | S | 21 | 21 | -- | 8 | 13 | 79 | 21 | -- | 8 | 13 | 79 | 1.86 | 1.88 | 2.03 | 2.16 | 1.72 | 1.74 | 1.75 | 1.92 | 2.07 | 0.42 | 0.54 | |||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S2004ID057008 | ( Latah, Idaho ) | Print Date: Dec 11 2024 3:28PM |
| Sampled As | : | Judgetown-like | Ashy over loamy-skeletal, isotic over amorphic, frigid Typic Udivitrand | ||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 05N0161 | |||
| 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---) | |||||||||||||||
| 05N00809 | 3-9 | A | S | 2 | -- | -- | 2 | -- | 1 | 2 | 98 | 6 | 23 | 2 | 18 | 49 | 17 | 2.58 | 0.348 | 1.9 | 2.2 | 2.0 | 2.4 | 0.34 | 0.35 | |||
| 05N00810 | 9-45 | Bw1 | S | 2 | -- | -- | 2 | -- | tr | 1 | 98 | 9 | 25 | 2 | 24 | 39 | 22 | 4.57 | 1.98 | 0.453 | 2.0 | 2.3 | 2.1 | 2.4 | 0.30 | 0.30 | ||
| 05N00811 | 45-59 | Bw2 | S | 10 | -- | -- | 10 | -- | 3 | 7 | 90 | 22 | 27 | 6 | 9 | 26 | 5 | 1.15 | 0.59 | 0.054 | 0.4 | 0.6 | 0.4 | 0.6 | 0.15 | 0.17 | ||
| 05N00812 | 59-77 | BC | S | 29 | -- | -- | 28 | 6 | 10 | 12 | 71 | 26 | 16 | 4 | 7 | 18 | 3 | 1.49 | 0.70 | 0.100 | 0.3 | 0.5 | 0.6 | 0.8 | 0.12 | 0.16 | ||
| 05N00813 | 77-97 | 2C | S | 15 | -- | -- | 15 | -- | 6 | 9 | 85 | 42 | 10 | 3 | 13 | 17 | 4 | 1.75 | 1.02 | 0.113 | 0.2 | 0.4 | 0.4 | 0.6 | 0.09 | 0.11 | ||
| 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 | |||||||||||||||||||||||||
| 05N00809 | 3-9 | A | S | 7 | 7 | 7 | 18 | 75 | 7 | 1 | 2 | 3 | 4 | 9 | 32 | 49 | 7 | sil | 17.9 | 75.2 | 6.9 | 5.3 | ||||
| 05N00810 | 9-45 | Bw1 | S | 5 | 5 | 5 | 25 | 70 | 5 | 3 | 3 | 3 | 6 | 11 | 29 | 45 | 6 | sil | 24.9 | 69.8 | 5.3 | 5.5 | ||||
| 05N00811 | 45-59 | Bw2 | S | 17 | 17 | 17 | 38 | 46 | 10 | 7 | 10 | 11 | 10 | 7 | 25 | 30 | 12 | l | 40.2 | 48.7 | 11.1 | 4.3 | ||||
| 05N00812 | 59-77 | BC | S | 40 | 40 | 32 | 37 | 23 | 5 | 7 | 13 | 17 | 16 | 8 | 18 | 20 | 9 | sl | 57.2 | 34.8 | 8.0 | 4.6 | ||||
| 05N00813 | 77-97 | 2C | S | 22 | 22 | 22 | 63 | 15 | 4 | 9 | 22 | 22 | 18 | 9 | 9 | 10 | 6 | lcos | 76.2 | 18.5 | 5.3 | 4.6 | ||||